Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of t t r� . ..o �z�� a a ..✓ v t � d-. €€ {1c)lida 0q-)aqmentq SCIS Home 'y Log In it User Registration j Hot TOPICS ! Submit Surtharge i Stats&Fags Publlcalions FOC Staff SCIS Site Map Links Search Busines Professit�lI ` Product Approval USER:Public User Regulation Pn1dt q AnOrOVi1)Meng>Prodvcr or Annotation Sil-I >Ain>li ittlt•n I icr>Application Detail A sY �`-�- '' FL C FL389•R8 ` 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 Iroddguez@ ea sternmetal,com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer t_ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1213112017 Validated By John W.Knezevich,PE J1 Validation Checklist-Hardcopy Received Certificate of Independence Fi.3S9 (+9 C.C! Ny AC:.:>R61bN CI Nt1NtlVtl7. if 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 Product Approval Method Method 1 Option D llttp://www.floridabuilding.org/pr/pr app_ tl.aspx?parani=wGEVXQwtDgvYYIIH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL 0 _ Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ -Drw 15.086 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Fj,384 R8 II A.S_A-A.INC. Drava-IL_J 5-i ' t Approved for use outside HVHZ:Yes Verified By.American Test Lao of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D'.Max span Is 12'-7"for 35 pSf positive FI3(3Q RR ire A.S.S.A.INC. P.F R DRLB(;_i 5-DS6.rc1f ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'•6"for 55 psf HV3 blade w/window blade working In unlson.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 sheet 5 for others ns and ASD pressures. R Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking biades.retained by tracks(top and i Non�HVHZ}-Orw�15.085 bottom)for storm protection I Limits of Use Installation Instructions ' Approved for use in HVHZ:No FL389 R8 It A.S.S.A INC. DRWC,.1.5.085.odf I Approved for use outside HVHZ:Yes Verified By:American Test tab of South Florida Impact Resistant:Yes Created by independent Third Party:Yes i Design Pressure:N/A Evaluation Reports I Other:Large.missile level"D".Max.Span Is 16'-0*(or 30 p.s.f negative F1.369 R8 AE A.S.S.A.INC. P.P.R. DRV1G ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS 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 HVS and HV1A working in unison.See sheets 7,11 and 20 reSplectiVely of Installation drawin 5 for otherspans and pressures. 389.3BerUtaHV Accordion Shutter•COMBO• Extrudetl aluminum Interlocking blades retained by tracks(top and (Non•HVHZ)- in 15.084 bottom for to "tection Llmlts.of Use Installation Instructions Approved for use In HVHZ:No FL369 Ril It A-S.S A INC. 04WG 15•Q84.nn! Approved for use outside HVHZt Yes Verified By:American TestLabor South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes 11"gn Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 P.s.r ASO load for Blade i. Ft.38g Ru Ac A S S A INt- P r-n oliwc;.i 5-ns4 ndf and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 _ _Created by independent Third Party:Yes -- res ectivel Contact ::1940 North Monroe Street.Tallahassee FL 32399 Phone:850.487-1814 The State of Florida Is an AA/EEO employer,Copyright 2007.2013 State of Florida.::privacy Statement::Accessihllity Statement;;FeOmd 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 sent,electronic marl 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,Ilcensees licensed under Chapter 45S,F.S.must provide the Department with an email address If they have one.The entails Provided may be used for official communication with the licensee,However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please chGk here. product Approval Accepts: I Oi xcurit v.m i:i n it, mum littp://www.floridabuilding.org/i)r/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: I,BER"H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON 7116 PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPU NICE 01 ACCORDANCE WITH IME 2014(590 EDITION)OF THE FLORIDA BUILDLYG CODE THIS ACCORDION SHLITIEA SYSTEM S11AIL NOT BE INSTALLED AT HATH VELOCITY CITY HURRICANE ZONES. DES"WIND LOADS STAT.BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WINE)SPEED REQUAED BY THE JLMSUSnONN WHERE SHUDER WU TABLE OF CONTENTS BE INSTALLED WITH A DIRECONNAIM FACTOR Kd-OZ5•USING ASCE 7-10 AND SWU NOT EXCEED THE UAX3IUM(II.SA)DESGN PARE RAJTMS MINCA7ED ON SHEETS I1 TIM 15,10&20, IN ORDER To VERIFY THE ABOVE CO.OrPON,ULTIMATE DE51GN WIND LOADS OETORM D PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.GESICN WDM Lows AREA•1- HV BLADES Ci)Es QA BY WUL71PLMG THEM BY 0.6 IN ORDERTO 0011PARE THESE WI MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED OH SHEETS 11 THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TD VERIFY IMT COMPONENTS AND ANCHORS ON THIS PEO..AS TESTED,WERE NOT OWER STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-211 SHEET 2 ANALYSE.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR YIIOFlCATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEWS ADEOLACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFTM IN ACCORDANCE WITH SECTION 1609.1.2 OF TIE ABOVE MEM WED CDDE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ' TYPICAL VMDOW BLADE&WINDOW DETAIL -HW BEADED (0214.01-03.)0719.01-03.11004.01-05./1214.01-05.10317.02-06.10609.01-t0 MRF 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA1AL (1)AND HV VANDOW BLADE•Q AND E-1006 STANDARDS(MISSILE LEVEL,D.WIND ZONES 1.2&3)&1122D.01-10 AS PER TAS 201,203&2D3 PROMCCLS LARGE IAADF. (WHERE APPLICABLEI -HV 100OW OWE: 9 10505.01-03 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES t•2.3)BA=PROTECTION ONLY AND 1 D723A1-718 AS PER 7AS 207.PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION OETABS A-F.CONCREWSLOCK SHEET 6 2.HV SLADE(D AND NN WINDOW RUDE 0 ARE ENGINEERED TO WOW IN UNISON!1WTH EACH OTHER UNDER THE GENERAL LAIRATDNS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-L(COINCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDON TINS(HV SCREWS),USED AT BODES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE)14.275'AND 114:1.75'RLSPE7CMELT,410-HT MMONUM SEINES C7tfERM4TE DETALS NY SHEET 6 SIADAE55 STEED SCREWS WITH 135.0 Ad YIELD STRENGTH AND 180 WR TFTNGtE STRENSM TINS SHALL BE COATED WITH 11Em4I NN OALROSHIELD COATING SYSTEM AS MAI:UFAMURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COMING APPLICATORS,REGISTERED WINI AMERICAN SHUTTER SYSTEMS.ASSOCIATION.PINS ULM BEAR THE NN MARKING ON THEIR HEM. 4.ALL AULUINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2 AND 3.MINIMUM YIELD STRENGTH FOR eD63-T6 ALLAY S 30.0 bi AND 35.7 ICN FOR END COHNEOTON DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-15 ALLOY. MAXiMUU SPAN TABLES SHEET 11 ANCLIOR SCHEDULE-CONCRETE&BLACK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 MSN SEXES OR CORROSION RESMIANT COATED CARBON)STEEL AS PER DIN 50018 WITH 50 DIEM MM.YIEW STRENGTH AND 90 Est MIL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET IS AND SHALL COMPLY W/FLOROA PALM CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS 70 DE ASLO A-307 CALVARM STEE7.•OR MSM 304 OR 318 SERIES STAINLESS STEEL WITH 35 IoM LINUUM YIELD SIRENCER. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLIAWMNG SITS FOR ANCHOR S1PECnCA7IOIS:HV MADE Q: 12.13.14.15 AND 20 INSULUTlON DETAILS M-R,WOOD SHEET 16 HN BLADE 0&0 WORUNC IN UNISON:12,13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THS BERTHA HV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16.779•5162.COMPONENTS OF THIS APPROVAL ARE CJAERED.IN WHOLE OR IN PART By u5.PATENT 15'458.173 ISSUED TO CASTERM ENO CONNECRON GE.TAAS 7-12&X:WOOD SHEET 18 METAL SUPPLY,B.C. S.R SHALL BE DS RESPONSIBILITY OF 1HE CGNMRACIUR TO VERIFY THE SOUNDNESS OF THE STRUCTURE VINERE SHUTTER IS TO BE ATTACHED 70 USURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3• HV WINDOW BLADE 0 ONLY ALL SW ITER O_YNPONENT EDGES WHICH ROO M,THRU FASTENING IN CONTINUOUS CONTACT WITH INE BUILDING TO PREVENT WINO/RAIN BTRUSDON. TYPICAL SHUTTER.ELEVATION SHEET 19 10.EACH UNIMUST BEM PERMANENT UHT.IN A VISIBLE PLACE WRIT WARNING NATE:DURING PERIOD.^,OP HURRICANE WARNINGS HOVE OWNER,TENANT.OR OTHERS•MUST PROPERLY CLOSE ALL NV AND HO TS Z CENTFIINATENGAGE OR LOCK ALL Hv ANO NO LACKS, AREA 4. W WINDOW B ADEn ONLY 11.SHUTTER MMNUFACUREWS LABEL SIAL BE LOCATED CNN A RFADDCY VISIBLE LOCAT•ON AT ACCORDION SHUTTER IN ACCORDANCE WRT1 SECTION 1710.6.3 OF FLORIDA DURDING CODE ONE 1ASSL S1W1 BE INSTALLATION DETAILS,META-STUD WALLS SHEET 20 PLACED FCR EVERY OPENING.LABEL IM To COMPLY WTI{SECTOR 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTH H.V.ACCORC30N SHUTTER SYSWS INSTALLATION SIAL OMIPLY WITH SPECS INDICATED IN THIS DP%WG PLUS ANY.BURDI G AND ZONING REGOLATCNS PRONOM BY THE,ftM=OTON WHERE PEN00T S APFVcD TO. 13,(o)TM P.E.D.PREPARED BY TMS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFOnRVATION FOR A SITE EPEL:n.^.PROIECf:L.WHERE THE SITE CONDITIONS DE6147E FROM THE P.ED, (C)CONTRACTOR TO BE FE^SPONSMLE FOR THE SELECOON,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.C.,PRENVED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHAG ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTUCTOH SUETY AT WE IS THE CONTRACTORS RESPONSUILRY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)RETS P.E.D.WILL BE CONSIDERED IIN/J1D 6 ALTERED BY ANY MELhS. (d)SITE SPF.CRC PRO,=TS SAL BE PREPARED BY A ILORMA REGISTERED ENGINEER OR ARCHITECT Mlpi WILL BECOME THE VICKEER OF RECORD(EO.R.)FOR THE PRRPCT AND WHO WLL BE RESPONSIBLE FOR THE PROPER USE OF THE PED,EY•I+T3R OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ERG NEER SPALL SUBMIT TO THIS UTTER THE SITE SPECIFIC ORAWNCS FOR REVIEW. (e) ORIGINAL P.EO.SHALL BEAR THE DATE AND OIOONAL SEAL AW SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED D. IN FLORIDA BUILDING CODE(HDn High Velocity Hurricane Zone �Ao`k"S YE +{•1/iAV//AA� ®2015 EASTERN METAL SUPPLY.INC. �1CF/Q�'•,Ir - BERTHA HVTIA D� �IL E C O IMS. A.S.S.A.. Accordion Shutter System H.V.MADE#1 W/OR w/0 Kv.WNDOW RADE -0. /JT = American Shutter Systems DFswFn ly wTf c9uu en Ml_ JNA 1F+ TILLIT TESTING&ENGINEERING COMPANY p. rEQF MssH.xra x sGSas V=u r�RaB/sIL7DA3316 Association. INC, i OLD 11-192 4/13/15 MTG 471375 &535 Plwne:(31-1530.Fm:(305)871-1531 466 Westroeds Drive 05)87 z DRAWING No _a_, Lwc67�i7 West Palm Beach, FL 33407 5 AW Di✓ 4 15=085 411,111 AL 6N p WALTER A ILUr Y,P.E SHEET P.E. SEAL'V TURE/DATE HTORrIA Lu) 14157 s I Of 20 -)•.rm waar IUtt� . VAWES 1.918• !.i9I' •�'� RO, rr JAS!- � O ,p9.. N 1.657• '"t 1.994- o HV SOLID BLAD�� 5 HV 90'f 18(r pMRTER COVERED UNDER US PATENT$ 5458179 QHV UNIVERSAL FLOATER •r '�' QUALIFIED FOR-USE W/ HV BLADE(D �(_ HV BLADE IgA HV WINDOW LADES 6005-15 ALLOY AND TEMPER aQUALIFIED FOR USE W HV 606}-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADEBLADE tit ®ON SHEET 19 1 6063-111 ALLOY At TEMPER 174--1 6063-T6 ALLOY AND TEMPER 2670- ' - A n �7r• '� 615• 2A92' S O7 HV ADJ. ADAPTER WAIP ��� 13G 123 R 1}7s .9,97z: QUALIFIED FOR USE'W/ HV ( HV WALK-OVER TRACK BLADE(E) OUAunED FOR USE W/ HV 9 Ny TRFNCH TRACK 55- ©HV ADJ. FLOOR TRACK 6065-T6 ALLOY AND TEMPER O BLADE i QUALIFIED FOR USE W/14V QUALIFIED FOR USE W/HV 6063-76 AttOY 0 TEMPER BLADE 0ONLY. HV RAINGUARD BLADE t7 6063-T6 ALLOY AND TEMPER HY 6063-T6 ALLOY AND TEMPER vA95 1.9:l.• BLADE 1 i- i.9W5' VA•JFS 1.836' 6063-T6 ALLAY D TEMPER WL 1.917• -1 '060• `0 093- .093'•I mi � 670 �• •W• 670 1.686• •� I'1A. 670' _ C• a 3S ¢70 7y- ' f 1 HV GELLING HEADER i HV HEADER/SIL I D HD CEIIJNG HEADER/SILL L— O IFlED FOR USE W/ W BLADE 1 ONLY, QUI-FIE 6063-T6 ALLO AND Ir�R�^'ONLY QUALIFIED FOR USE W/ HY B:ADEO - 14 HD WALL HEADER SILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(D ONLY. 6063-TG ALLOY AND TEMPER S ru ODMPONFNT A 0 TI T2 % Y t X NYMXt 1. '• Y I 2" ;0.126' 2' 5"MRX,i 1/e- 1/8' t t 10, ICB 2' S-MAX.�0.192' D.112- q. '.' .192- { ''j SIDE ANGLES 20 CORNER POSTS Q ALIPEO FOR USE W/HV ALUMINUM N�GLES @ 2.5' T MAx. 0'190- 0'140• QUALIFIED FOR S W/HV BLADE OUA!JFIED FO,,,r�USF.W/HV 1 BLADE 1 6063-T6 ALLOY AND TEMPER BUlOEO,)QNLY. ' 2' S-tLA1t.I 0.139' 6063-T6 ALLOY AND TEMPER 606}-16 ALLOY AND IEYPER I 0,131• f10NA BUILDING CGDE(Non High Velocity Hurricane Zone `5pW1 r4jAI ®2015 EASTERN METAL SUPPLY,INC. .... rit j E___ H �E....:...... ✓,9 �co�-.,, TM P. ENSF'' A S* S A Accordion Shutter System 11 L I ■ ■ ■ ■ KV.IRADE fl W/OR W/O KV VW=W RADE American Shutter Systems orscrvnO TIU}T TESTING&ENGINEERING COMPANY ' rare DRAW Dr N 6:51 N17.X6 SL,41.314.%TtWA GiA15,FLORDS 331Association, Inc. 1 I OIA 11-192 1/13/15 LNTE: 4/13/15 P`—:(3657m1-1$30.ra:(3wx"-1531 4268 Westro0ds Drive i DRAWING No rOW6719 or West Palm Beach, FL 3-14073 NAIti��.°� Wf TTR A-TUTU J,PM A 15-085 P.E. S�c1fE�&16DA iE FLORDA LK.J 44167 a SHEET Of 20 z�• 9 AS' .4' i033i' FLAT IEM 111WJ'DtD 1faI577C p0R0. ,/'-20 745' r , i s3" ONRD PARTIED �firAO[O, CAST ° •S 1 S3 TIP) 1 N7vs3+:t�U�A. •' ! WfFD P 1 -I I k e L utw r o am A62- o .813• q�� 2- j• 378.•• LamcnAcw -WASS CAK.lR i KM(OOV4 lalAl lE RATED) 2 HV CENTERMATE � - 32s "• � HV EGRESS LOCK MATE OUAU1 ED 1 & ONLY Y-�iHV e y ; + QUALIFIED OR USE W/HV QUALIFIED FOR USE W/ HV FA FOR USE W/ W BLAZETING (q&& I ONLY 6063-T6 ALLOY AND TEMPER BLADE(7�& ONLY. BIADEQ&(9 ONLY. 6063-T6 ALLAY AND TEMPER Q AUFIED FOR USE W/HV BLADEUI ONLY �' Te' 74- 6063-T6 ALLOY AND TEMPER PLASTIC READ NI" 122 MOLDED TO 4.045' 2 SCREW vi L. 7.07' 1.753' r EO'AFTER RNEONO C° a p.._._ a6• � "' 114"P--20 x V 3/4" BEFORE RIVETM y� 1/4"0-20 RIVNUT* S�THUMBSCREW SCI=SW ALIAVAN(M0 n A110Y),LA=rIA.M:T1f" 1 r SHR MRSM.PARr II 0630.AS MUfUP M=6Y AMR). --{ - I-'T' -� n• cFcw=raM.PX^uPPOn STEN JERSEY 07W OR COWL Ptkl EENT ' HV MALE "L LOCK CEN AI ' 4.5 © LOCKER FOR "T" LOCK CENTEEMATE QUALIFIED FOR USE W/FIV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE 0 T E LOCK 6063-T6 ALLOY ANO TEMPER QUALIFIED FOR USE QUAUFlED FOR USE W/ FN QUALIFIED FOR USE W/HV BLADE LOONEY QUALIFIED FOR USE W/ HV SLADE,ONLY W/NV BLADE 0l, ONLY. BLA F(�5 ONLY. 6063-TS ALLOY AND TEMPS 6063-TS ALLOY AND TEMPER 1917 t.9t7' 3.161 M � i 4 — _�: S �� L D i-TIiUu6NRN q .CYLNCER OA 063' .214'.j+m .iY33 1„062'..214 i Key CYUNDER ' 1 i: -- �o' �� •.".; 0.075•Y:n. HD R 0 O C NT O°° o , T2s OUN.IFIED FCRUSE W/ HV BLADE T 3c A OUALIFIED FOR USE W/ Hy BLADE 1 &�) 6063-76 ALLOY AND TEMPER 6D63-TG ALLOY AND TEMPER N,�'HD NT IS I VARIES.12•MOL. QUldmED FOR USE W� fiV BLADE 7 & f! ° I1/s•.-m sz on 5/a'f-ie 1 130' 6063-T6 ALLOY ND TEMPER t ' �TMIMBIUPJt 1 xOtt AaA+BaS'.cx5. r'--1 it/2• ' I C111NO6R (SL i p° _ GA KiY 4%1 . 3 N;� CYUND27i .76"N..<Zfli / , NOCK QUALIFIED FOR USE'W/Hv BLADE(} ETAL �j HV d-20 AISI 304aY RECENT NARDWORE WOMSE LDCXS SERES 2333 kODIC DOLT Loco.DT 6063-TG ALLOY AND TEMPER 'SERIES S.S. THUMBSCREWS QUALIFIED FOR USE LV/HV BLADE TO& G DRILLED A ' HOLE TAnTTLACKSLFOREPRORPER EE A MBEDMENT QUAUBLADE(T OVAUFIEO FOR USE W/ STN BLADE 10 FLORIDA BUILDING CODE(Kon High Velocity $urrimne Zone X11,F-:i ©2015 EASIERN METAL' SUPPLY,INC. °Q�� .EfasFBERTHA HVTM 7 IL E C O kl[iC. A.S■S■A■ KvAa"#I W/°ORR Shutter KV.WIM stem 11ADE American Shutter Systems 4w.K, Dmcfv-.pi, DATE I RRAnN er. KL l S�P1 'UF %4j+� TtWT TESTING!C ENGINEERING COMPANY W^ Association. Inc. OLD a-192 4/13/15 M* 4/13/35 A'. P . ISss N.x.;eau h..aoz xxcxA rus,tTM W aT1 ��,i-_EL.9f�l �� R,a„;lypla7,_;yy0,ER;(yas)e71_1y31 5268 Westroads Drive z' _ ORAWTNG No West Palm Beach, FL 33407 3 WR RE6l=6771✓ 15-085 TZLIT .PE P.E. SEAL%3iGMTURE/DATE ELM` i t4`67 a sli 3�OF 20 (SHUTTER ASSEMBLY SCHEDULE FOR HV C1� HV 6A d1 3/8� Ir WE I 1=�s2s SSTs' HV BLASE 1 rp 06251 HV BLADE 1AIi HY httTJOtiV BIAOE .W73' SfSf�S A6?S .W25' eIADE'S75- 1475' Y IiV LONG RECESSED NYLON BUSHING 3 F;c I n KNUCKLE '0 0PE16N`I o (m) \ D. ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © ®OR �y I I T Fbrsfle{1 - R7.<<�• S 50' d� HV WHEEL CARRIAGENSt 302-303 SERIES ( 4 _- I v //NUSDA• 'X -,1 n 0.870"s:3 16'THICK NYLON WHEEL 0.188'0 WSI 302 SERIES S.S. R11cT5 1 31'0 s03. EPARkWN j BErAM4 DG25 ' .0625' tl3.750a' 4� HV 1 3/4-ACCORDION PIN W/ {8 HEAD EXTERIOR �'_ 7J� DPn�J— t 5.31£`RS @ HV 2 3/4"ACCORDION FIN W/�$HEAD # •I 411 -'i""�° �14 1•(o - wee .750a' .�'. POLYCARBONATE IMPACT IiESISM14T Fib WINDOW �was TYPICAL HV WINDOW BLADE 1�A.AND ._.1 POLYCARBONATE HV WINDOW DETAIL ®' ©OR a or' 4 rv.T.S REOUr.EHFI j OOR® j POLYCN28QfIATE IMPACT RESISTANT HV WVjyfl Y i I BAYER MAKROLON 3103 POLYCARBONATE * to •I I 12•MIN.CID 10 ICE RESINS, UV-STABILIZED GRADE OR SABIC Hy PIN REQUIREMEM AT EKTERIOR BLADE KNUCKLE FOR 4 To ULADE INNOVATIVE PLASTIC LEXAN 103 RESIN WN)w .��' j ! (D OR I ; (SEE NOTE 'F' ON SHEET 19). (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR ®- -- BOTTOM KNUCKLES OF HV ACCORDION SYSTEM 1Y/ HV iQ OR j�� i I POLYCARBONATE SOURCES FOR"44 EXTERIOR HV©BLADE. TYPICAL SHUTTER ASSEMBLY :f P.Nom � "r'"' _ N..S. 'HV PIN®OR@ AT RROm4 (2) I-IV PIN@ MAY BE USED 1N UEU OF©AND ONLY AT E7(TEWOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(2) 00324- I BLADE'S KNUCKLE. Bfae (SEE NATE•i'OR sgernc cream ♦sn om aou o.ou m/' BLADE WHEN CORRESPONDING TO INSTALLATION 711 SHEET 7. 04 1 Q 3 REaUIREUENTS) ,Im.,a x: TYP. 1 t ro�i£ran rw„cn, aaK ou6 o,wo P.r. a,sw r..a n,zwu.s1.1 MIII �.V+u ono :ssm P 1 tj, P. . (3) HV PIN fl OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER d i I nmmi warns esu ono room Pia .uo•coo P+a SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8�pi `�" 1 tercc SHEET @ 1 j »ao coo .sv MI T6 n-ai n n-A. .,REEL CARRIAGE DETAIL A'S^EMBLY LAYOLTi ratio or oar no A;u oan e_I awv o-1 owss N.T.. sor ran:wn mn oTPa Tao r W r .Lm c+ss I11tt,C SSMNCTN MTDt M^u 6M W W Psi 8N0 g+l In HV BLADE SOLID (A HV WINDOW BLADE DETAILS 6a FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\`,Nl E`EA A.,j?bri�� 0 2015 EASTERN uETAI.SUPPLY,INC. Ic Q■�■ ■A■ BERTHA ter TmS 7-17507ECO Accordion Shutter System IMc. KY.RADE g1 W/OR W/O V.WINDON RAE American Shutter Systams zCV.w DESCRIPTION RITE I DRAWN Bt aa. T7WT TESTING& ENGINEERING COMPANY Assoclatian, Inc. 1 010 11-192 4/13(15 DATE: 4/13/15 • J1A7-E� 6wKn.It-V- OP Sts 7m.AmG:u GCrDis.ntS'a4 7.ilc 47.68 We Beach, Drive3 2 DRAWING No �4, � 0,0-7 West Palm Beoca, FL s3ao7 3 15-085 /0.......-•6� "96W NFIL EN tA`A\ WY,LO A.$411144 P.C. SHEET P.E. �` /610t�ACRE/DATE 11` 4"67 s 4 OF 20 D e o 'E9'•4.3%P Y N s 1 „ `.NOTES ON HV LACKS AND CENTERMATES: 1. PATd1ATDRY lxsnmON i1.ONE FN LOCK @ or®SMALL BPANSE USED ATUp TO 0 7/2 OF SHUrFER SPAN FOR ANY SPAN NS INS EL 12'ATI ABOVE OR BF�,Ori )L2MA F SHUTTER SPAN6E USED AS ANINSIDEOR OUTSIDE LOCK,ATTACHED To OR � ELEVATION,TN LOCK ray or¢,� CCAITER RTES W/(2) 1/4'®-20 x 1/2'LONG FIAT HEAD S.S.M.S.LOCATION OF LOCK SMALL 0£AS INDICATED ON O�q TYPICAL SH ON. jIF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 70 TWO HV �a ORC 9WlLBE AS INDICATED ONO )INSIDE IX2 OUTSIDE LDCX,CONNECTION Of Locks To CENfERNATES TE v LOG ON OF LOCKS SWILL 6E AS W01G ON TYPICAL SHUTTER ELEVATION. �y L3, v II T=W/i,H.V.LOCKSTt LACIONG RODS ARE NOi 12EO(IIRED AT HURRICANE POSITION.BUT M 96 ox30jm�• "gip BE USEDALSIF DESIRED USED ATOST SOL-ME PSHUrFERION PER'FNON HU AA)CE.NANE Po IRR)ODS OR AN ALTERNATIVE DEVICE 4.M&M= ONE FN LACK 1 ®SIWl BE USED AT CORNER CENTERMATES FOR ANY SPAN C7II AND 04STAUATIONS AT ANY ELEVATION.HV LOCK o� SHALL BE USED AS AN OU SlrE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 6-20 k 1/2'MNG FLAT HEAD S.S.M.S.TWO LOCKING RODS �f AT TOP&BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. i ® MA)DMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. .3 g4 �� gq§Ac 59 S •ONE ALTERt1ATE ITV LOCA MAY BE IN LIEU OF HV LOCK Dr FOR ANY SPAN AND T 1 >: INST TTOLS AT ANY ELEVATION.k MALE LOGIC MAY BE USED AS Alit DE OR OUTSIDE LOCK.ATTACHUDIT p�^ OF 1/4'a-20<3/4'S.S.THUMBSCREW TO OR Q�CENiERL(ATES SLAIL BE MAC£W/1/4'1-20x3/4'ALUM, RNNUT AS SHOIYTi ON SECTION KNE.SHEET&ONE LOCK s1La.L BE IISr'A AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHIFiIffR SPAN,I t - 6.1L�±OAYOrtr WttDrt10N FOR 1[EYSTON �mNO ILSIAII OOHS: ONE FN LOCK or or®SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BE7.OW 1/2 OF SHUTTER SPAN FOR SPANS UP 6' 1 1 TO 9 ,AND FOR INSTALLATIONS AT ANY ELEVATION.NV LOCK G or®or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO e3 a @ SYMMETRICAL CENTERMATES w/(2) 1/4-20 x 1/2'LONG FIATHFAD S.S. SEE END N.S.LO:ADON OF LACK SHALL BE AS 1NDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RDOS O W/(f_fj ONNECTIOL4 OR C1 TOP AND BOTTOM IS COMPLETELY MANDATORY. OETAIS ON D Y [ N I J K L Y P D x Y W k CO 10& IB TMP.FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER L mm- CENTERMATE ��ONE ALTFRNA7E HV'1'LOCK 6G MAY BE IHSjALLED IN UEU OF HV LOCKS 3 OR Qg FOR ANY SPAN AND I�j' ox�m u.Uci¢®alp m INS'TALULTION AT ANY ELEYATKYl.N.IEWHATE LOCK(TO}AAV BE USED AS AN PSIOE INH CUTST.LOCK AITACHMEENT v cam. OF LOCK INCLUDES USING RONFORCNG LOC'CL7L7Y��Y,AS SHOWN ON SECTION TfiG,SHEET%LYN4CH MUST BE 10•I�S w�,ujm T1e7'IJ ox ------ CONNECTED 70 C'ENFRMATES @ AND @ W/ 1/4'0-20 It t 1/2'LONG SS THREADED BOLT W/7/8'o x 3/32' WMNUT OR W1 ED AT UIDSPAN MAICIMUM ABOVEAN/D BELOW MIOSPAN.USE OF 7WO LCGONP A EG RODSS 0 T D OT0 I'FWNUT.LOCK MAY BEASA`MDkTORY. OR 12' 8- s•i`3,�V• �1 •Q *NOTES /1�(,N Hl) LOCKS & CENT TES: 1.TLD LYH]Y LSI MTV ND PSRTT411AYE4 3 DR� ONE ALTERNATE HO LOCK Q MA�YBtE, USED RI UEU OF PICAL n HV BLADE SHUTTER ELEVATION W LOGICS P Q4 FOR ANY SPAN AND ITSTAUAITONS AT ANY ELEVADGN.ALTERNATE HD LOCK MAY BE USED N.T.S. AS AN U45IDE OR OUISID�LOCK ATIACHWENT OF HD LOCK A TO @ IS W/3/2 x 3/6'F.H.SSAX,,AND INCLUDES REINFORC£AIEM INSERT(SSy AS SHOWN ON SECTIONS HDB-NVB AND MDC-HVC,SHEET 10.LOCK MAY BE TNTAJJM AT LCOSPAN OR 12'MAXIMUM BELO4 OR ABOVE UIDSPAN.USE OF LOCI=RODS @ IS OOYPUMY OPTIONAL_ FLORIDAon High Velocity Hurricane e.e, o•'�(ER A.tl�fi'�,,,� 0 2015 FASTBTN MErAL SUPPLY,mc. \\CE ' BERTHA IWA, �,�.S.A� Accordion Shutter System r / H.V.IMAX,#1 W/CR W/0 H.V.%MMW/t3AM TTLLIT TESTING It ENGINEERING COMPANY American Shutter Sys18Tr13 D6LF5TOH DAR: DPAN B+. Yt �?p: STATE OF :=4 6X5 KK110.•-t-Sb.J, YA�4WML Fi=Mt MI Association, Inc. 1 OLD 11-192 4/t3/ts Drc a/ta/ts _ Hr-f l> •. P,—:(3os)fin-155.k :(xs)371as11 4268 Westroods Drive z DRAWING No ;�F�•.,, G�C�`o`` r-mom U—1L West Palm Beach, FL 33407 s 15-085 J NAL E�1��� r::0s A Tun u.Pr. P.E.'SEA�/f L3 01 i i RE/DATE Fwlm4 Ga i 4.Tc7 6 sits OF zo CRETE ANCHORS POURED CONCRETE F-CCIIPOURED (SEE_SCHEDULE ON OR CONCRETE BLOCK POU GENOTE SHEET 13) REQUIRED _ C'OICRETE ANCHORS le/4-0 WCHINEO+Sf 5. AEODUHED REOUR2Ep CONCRETE ANCHORS / 1©18 IDR pL M W.Hr,N00i ON%CV 7) ^tom �13 1E ON huts 12"O.C. (SEE SCHEOCI E ON SHEET 13) / S 1' _- 4 Mo. i a•<-2os3s/4-ss. 1 I� r•. / -ZkEO UVNC E/54C-kMRS TS 2" a 12.O.C. 1/ E.D.• .250-MO.. --: -13 OR 5 -- -t 0 -- D f OPTIONAL i 1!(S%1Ylai I i , ro a�HSE ---OOR EXISTINGI uM.SEPARAnO4 To C ASS 1 IJ0511NG ; O�HD� I ' MIN.SEPA4An0,v TO GLASS I 1 CLASS— SCRE17AE ON SHEET 11)-'---� (SEE SCHEDULE ON SHEET 11) + .. E%tSRNO : ® HV WALL HEADER INSTALLATION I ©HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION 4 KEYSTONE Do`TINc -._--- i MIN:SMARAMTN TO CUSS L% ; W p (za. H , -COR(I�� ` TnN,SEPARATION m cuss , 1 Gama �( SCHEDULE O`+siH..c�"r 1 T) 1 L,om.0 a 907 1 CLASS` (SEE SQMXA.E ON%LM i 1) 11 RJi e//E'DRa'-- ,h a 9FZT,s rn {HyiT �5T .i u/tama(JI � p CxaTtt+C )�a+i:0tut all ` I 1 rz ' MOX.��pp OPi1oNAL7 3 @5D. E E0�Ii•OR - - 1/4.0-20.3/4'SS. Nin.17. E PICLUPSTRUSS HEV 1/4'0-20X3/4-S.S.PFOWPS CONCRETE ANCHORS MlC1CNE SCREx'S USOt TRUSS HEAD MACICNE SCREWS 1%/iRCREtE A4CNCR5 / l I 1• 1/4-_xo MUIS o i2-o.G. (SEE sCH:DUtE ON w/ 1/4•-20 NUTS o 12'O.C. _�..�.. (SFE SCHEINJUE ON SHEET 13) {l ISY.- WUREb C04CREM S;LLT 13) FOURM CONCRETE J OR CONtREHE BLOCK OR CONCPME BLOCK --- J-..... =NCREr'ANCHORS REQUIRED �� WALL REouwEo p HV WALL.SILL INSTALLATION (��4) o" OF HV WALL SILL INSTALLATION PRCON CONE BLOCK SHEET ta) OR tY#tCRETE BLOCIR W'j REWRED EO HV WALL SiLL INSTALLATION NOTE MR COYRRHATON 0,SECTIONS; INSTALLATION DETAILS W/ I-SEE SREET 4 FOR rn'rA SHUTTER <E 0.m EDV-015TANCE L,� ASSEM3:.Y .SEE E AONNS OF USE TOH 1 1 V BLADE 2 WONT"0 SECTIOM CAN BE COMBINEO (SEE SPmnck TONS Oi S=cf.ET 13) OlA".E�ON STREET i9 2, ANY WAY TO SUIT ANY R15TNIAMN. ................. HHNI., FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. ............ T ` BERTHA HVTm _ TI� _'-' A S A Accordion Shutter System �TE C O ,N�. ■ ■ Nv asDE1 w/at w/o Kv.�xwa+aAOE *: /�� /�;*= American Shutter Systems $A F T(LLIT TESTING & ENGINEERING COMPANY - 17LTC1-19 wTr ORACN Tn> M.L. 9'•, Q�= .T a�TA�T Association. Inc. , OLD Ti-1sz y1a/i5 a+lx 4/13/15 �� Pnom:(S05)9Ti-1550.Fu.:(305)871-1531 4268 Westroads Drive 2 OR—G No q��CC.4-............(j ©-�m"oHss"m West Palm Beach, FL 33407 3 15-085 7i ONAL WALTER A TIWr 0.P.E. 4 rA7g7rR1 lol+"+' FL=A Uc.A 44167 5 SHEET P.E. SEALJSi«NATUAE/DALE 6 6 OF 20 SEE END WALL CONN AILS ON SHEETS 10 do 18 SEE NOTES ON LOCXt.0 ROOS®,Hf LOCIG d Q OUT IN r /-1J0 RNG CLASS INSTALLAANDTIONS WJ 1 HV **MA E „r Ifff®� 5. BLADE W HV CENTERMATES MV sua 'K CUi$YAIO FOR a�TE�„T�,.P�a>�1 Lei i�.�E i `�'" "8• 7 a 8 10• a OR SEE END WALL. CONNECTION 10•®"�•�©•®a EXISTING CUSS DETAILS ON SH ----------------------L—__ ._ .----- 2S2'd/LSO'-2 I ®•®00 O'®°A�•� 3 1/4' 7• .._._._..__ 6 1/2' 7- (6M 'c N1A»"LULL OPPOSING ANGLE W/(z)+/4'e 7APCON 1/2' «�7•® SYMMETRYCAL AlolDrt,Ta CONCRM I- CENTERMATES CENT R AFES crm/Boma)h �,��• �.yc Y+N.3yAfU.'1i0N (4)11a=,/2'sus.ro t,%E ilo.ah'S.Ns.o,z" W/ NV LOCK 6 or 6� ra GU55 AT EACH ANCiE(IYF') I oc,rv+1 cr:Narr. W HV LOC (SEE SCHEDULE 5 * 5* FIN �* 3 ON S.¢LT 11) ---------- --- - ------- L.� 5 1/z- 2� 3 (D 1 iQ�,��,®.�,.®a1o.®�, J to•®��•�©.1(�a HVA HVB ©«®�© 0°® .to•Qa EXMMr.CASS -POUVWD COICRETE OR SYMMETRICA `------- 6—.7 � B •� -------_ - sor F— IXASS 8 •@w®•®O°l�•�$ A EXRTIN L N •`<:/a� O•®°' MUN.SEPARATION J l CLASS O CENTERM ES f Q•1�8„{t 3•�8 o®•®ao (SEETa��iE 5 J _— — * W HV OCK 6 (I�Nc) ®'®"Q•©a�.� ON SHEET 11) MIN.SEPAW.TIC41 ® ro cuss =1N (Sa SCHEDULE _ ON SHEET 11) (INTERIOR) ------------ ------- ----------'_ —— _ _ OUT j/ANCHORS' —1 * ' Jz vArsr s *Vo a� 0 U T � a 1/2-MAX sLAXz( oUT - WaEmR) HVE HV ** ** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone L111i11R111311(ffif 0 2.015 11-S- N METAL SU'PLY•INC. ENr�t/T� BERTHA I�NTM Accordion Shutter System ,�.�.S,A, 1Lv UAX#1 W/CR w/o KV NWN1M RACE Til11T TESTING& ENGINEERING COMPANY Am9rtGOfl Shutter Systems Descxvll� �TE aqA er , Q'. STATE OF ASSOOICtlOfl. Inc. OLO t t-192 f!3 ;15 /13/15 ph—:(305)ah-,sm.Fc.:(305)971-1531 4268 Wastroods Drive %g�,c�`•"ZORIO, *',4�-` °'m 1:G11aOOo0°+�^ Wes' Palm Beach. FL 33407 3 i No.r�•"•. 4WAInx A MLUT a..P.E4 Oa5 P.E. fll,llallit((+i[ {E/DATE nusoA Ik i 4.,67 F 20 POURED CONCRETE POURED CONCRETE RID CONCRETE WTE 'YC�ro BLOCKEW,ALL OR CONCRETE OR CONCRETE REQUIRED - BLOCKWALLREWIRED CLOCK WNL REWIRED -/EMrWG GLASS //—DaSUNG CLASS CON F77 6,O'ailQ �E7u511NG GLASS T S _ I S 2'MIN E�OSTINu Cl/SS O lfi'O.0 S J 7 f 5AO(SDR T 2'VOL — TO CU4{SFE —WL SEPARA" F 901EVAE ON Sim 1/16':3•AWL. ON 51-m 19 FDR 11$011MLLE FUR CH S"AH1 SOmt�ON%M 11 FUR HACC QAa (6063 is)CONE. llA0f5mlr Q� GN SHEET 10 FOR ,/j• 17CN am 191919 W SHFEE 19 FOR ALUM.CLOSER (LOCATE AT (L \ elACES Qk Q7� FOJ•R(1S7)t sFDE t riADFsOs QyT Ai�rrHat soE 1/Az" \ ! I 'jI aAaTson Qa `) 1rj• i OF(D) I f i USE 1'OR 2'WX j 1 ' _-- _ (AS APPUCAL3E)s2'rl/a'..D'-2' I _—_-- fi@0 t'O.S.,,, - ^- 110.1/2-10! OC. I . O 16"O.C. - - ----- \ (6063-76 ALLOY)AT 10'dEK*IT 4 , (2)1%4-0 TAPCONSSANCWRS TO �j SEE 11ETAL k FO WALL AT 1'O.C.(LOCATE AT SIDE CONNECTION OR I�' EITHER SIDE CFOs) I OR QW 1 OR Q�P' �x OTS x rOR 1 OR®' To TRACKS SIDE COTOTECTM (�'�1 ®�©.Q-g .®a SEE DErNL x Q 6. Q`�•0� �r3 v 6 7 6 0• x SNE CONTIECRON ' �- TC TRACKS 1 •�-©•�'®•© ®c. TLJ•®�®'�©l0" 70 TTLKXSIND �•®-®'�©'©m ©•0.0-©•0.0- 0.0-©-0.0•®- �•0-0•�©•®� ®-®�©•moo•®- ®-®-®•®a®•®a®•� p CONNECTION DETAIL 3 ESD CONNECTION DEPAIL END CONNECTION DETAIL 01 END CONNECTION DETAIL 20 i IL•RMW DN-.Y FOR SPAFIS CREATM THAN 12'-0• POURED CONCRFT OA —————�FXISTNG CLASS CONCRETE EiICCK WALL EXISTING 4 RECUIIED WL SOAPX N /1 I/Y$.AL _ '------------ TO GLASS(SFT O 16 C. .� -— --AIN. PAWKDIR Y a h------ --= I 01 FOft HI:SESEE m CO: a ON S EII 19 FUR AN O ICBA'1ss E® �� ti ® HA7ES 0&Qj 12.O.C. CN slr>:T ISI FOR (A,n'V COW-RDE ANCHOR "(6OR RADO®h CA -- OR@ 0C. 14 .- 2"U IN. —'"-""-' 2-tt7H. Et SEE UL TT-MMDHS OF USE FOR $ R(�O ����U�BLADE©ON SHEET 19 OROR�ORORVIEW®' PLAN DETAIL L PWRED CONCRETE OR 6 Q�•®� �,�®'©'®'©.®a TION COLTCRETE BLACK WNL REOUIRED ' ©C) -©O ®- n HV BLADE OR 64 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q CONNECTION DETAIL �®®.p FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 2015 EASTERN META.SUPPLY.INC. BERTHA Accordion Shutter System�CO . • ■ ■ ■ V.9AOE#1 W/CR W/0 HY.VAhDOV BAtE ¢ £ /Jr:*5 American Shutter Systems DATE I OWN EM uL • ALLR TESTING & ENGINEERING COMPANY (3055 Asaoalation, Inc. I OW 11-192 4/13/15 DATE 4/13/15 �' STATE OF c e330 Hb. .a3u.1530 v.F eAe Occ F1am zT,c GR{ °'( )871-1530.F°'`(w5)871-cs3L 4268 Westroads DrivD 2 DRA19NG No West Palm Beach, FL 33.407 3 s/ONALti�,<<oWALTER&T9°06wrr'm.PF. 4 15-085 � L' A1fUFTL RbA l c'j NI67 s A SHE P.E. RE/DATE OF 20 SCHEDULE JIt SCHEDUL �CHmULE3 MAXIMUM SHUTTTJ{ SPAN` 'L+-OR -L-' MAXIMUM SHUTTER SPAN* 'L+' 1AAXIMUM SHUTTER SPAN*•L+' (ft.). FOR INSTALLATIONS W/ OR R.-' (1t.)FOR R 'L-• (1t) INSTALLATIONS INSr IA ,N FCEfro • N011'S: &@ or or INSTALLATIONS W/ CONCRETE& WOOD (1)L+:&WINUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V.L0t2{ or®or or g W/ONE HV LOCKS WV450RY POSITIVE A.S.D.DESIGN PRESSURE ITARtc. HO LOCK e W/ NO LOCKING RODS or ONE tt I LOCK or 6 or OR�W NO LOCKING L-:MAX.ALLOWABLE SPAY FOR a GArSJ NECATIYE CENTERMATES®&®W/ONE HV W/ NO LOCKING RODS / WALL A, B, C. D.E. M, N•O• P• 0. ASU).G3GN PRESSURE RATING. ® ODS MOUNTING F, K& L R. S,&V. LOCK® LY/T75'0 LOCKING RODS®TOP & (SEE NOTES t.tt) (M/,UD FOR MOUNTING Q (2)PROCEDURE 10 0E7FltM424E NN(INISM SP/N FOR BOTTOM SEE NOTES t.rt SNEEr 7) FLOOR/CEI NG G, H. I, 11,J T, U.W&X WALL Mouf rocs(TOP/BOTTOM)OR FLOOR/CEILING: //�� CONCRETE&W000 UOUNTING CONCRETE&"'IOD INSTALLATIONS V � ,INSTAILATION, wroA, CONCRETE & M Aso.UE97+ Asa ' Asn oc3 INSTALLATIONS DETERNInGIVEN A P MAXIMUM SPAN *L+'PRESSURE SCHEDULE. WALL MOUHIIIG ilOOR/COLING � ��N� D R.Ow/CERrvG UwNm+G r u01NRING rs+i1 09 GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (`�)} {a?) ECLAIR/c7astG MOtOmNG h -) � Hy�Nc DEPE Mtt$WJONUu SPAN 1-'FRON SCH�ULE L4 VO L--(F* i.(70 {-ttF it (0 L-to {f W L-tN .n. M&IMIUM SHUTTER SPAN-L+-OR-L--FOR 30 OR UM I6'-0' 16'-0' 16'-0' 16'-0" 30 16:0' 16'-0' 30 16'-0' 16'-0• INSTALLATIONS INTO WOOD SHALL.BE LIMITED ED TO FINAL.L=IAU14 ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 1P-10' 13'-2' 16•-0' --35 .1''-10" 14'-10-_ 35 15'-2• 16'-10' 105 psf.AS.D.OESN,77 PRESSURE RATING. !N }S OE(FRU+NFD SPAN BETWEEN 1r AND 2-'. -40— 13'-10' 13'-f0' 14'-2' 15'-2• 40 13'-10' 13'-10' 40 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS-1• 13'-1' 13•-C 14'-3' 45 13'-1' 13'-1' +5 13'-4' 14'-3' t IN CORNER CENTFRMATE#3 WY BE USED AT A3. COMBINATIONS IN BEMEFJN WALL MOUNIPM 50 12'-5' f 2'-5' @'-8' 13'-7' S0 12'-5' 72=5 S0 12'-3' t3'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/f'LOOR/CEIUNG MOUNIIN4 S: 55 - '-1' 12'-il' 55 11'-10' 11'-10' 55 I1'-1•J -11'-11' SHA­' BE AS INDICATED ON MANDATORY CONDITION f2 FOR A G4EN POSITIVE A.S.D.DESIGN PRESSURE 11=<' if'-T 1F- 60 11'-4' 11'-4' 60 10'-2' f0'-11• NOTE/5,SHEET 5. RATING, 65 10-10 10'-1G' I1'-1" 1T-i'' 65 10'-10- ,0'-1D' 65 -1' pETQLYINE: L1+-MAX.SPAN MR WALL.MOUNTING,INSTALLATIONS. 70 10'-6" IO'-6• 1G'-9' 11'-5' 70 10'-6' t0'-6• 70 8'-9' 9-a' Lz+,UAB.SPAN FOR FLOOP./CEIUNO MOUNTING 75 10'-1' 10'-1' 10'-4' 11'-1' 75 10'-1' 10'-1' 73 - 8'-9' • tOOCEPT THAT MAXIMUM SKJITEA SPAN-L+-OR UbFALLATIONS. 80 9'-ID' 9'-10• 10'-0' 10'-9' 80 9'-10' 91-10• "1-'AND MA)CUU4 A.S.D.DES=PRESSURE RATIN;FOR FOR A GVEN NkGANVE AS.D,DESIGN PRESSURE 85 V-0' 9'-6• 9'-9" 10'-5' 85 9'-6• 9'-6' DYTALIATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-31 9'-5• 10•-1' 90 9'-3' 9'-3' SKU GF LIMITED AS FOLL06'S: DETERL6NE: 95 D'-0' 6'-9' 9'-2' 0'-ID' 95 9'-0' tl'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt- MAX.SPAN FOR MULL MOUITTING INSTALLATIONS. 95 8'-9• e'-.4• 9'-0• .-Io 95 8'-9• W-4' LIMITED TO +64,-72 p.a.f.AND 8'-0•SPAN. SEE L2 MU. SPAN FOR FLOOR/COUNG MOUNR\G _ _ UOU1471NG(j)OW SHEET 7. INSTALLATIONS. 105 8'-7� 7'-I1• 1P-9' 9'-4' 105 W-7•�� 110 B'_4' -7'-T B'-7' 9'-2• 110 8•-a' 7'-7' FINAL MAMMUM ALLOWABLE SPAN IS EQUAL 10 THE ii5 B'-2'_ 7'-S- B•-4' 8'-11' i.5 s•�a= 7•-3- SEPARATION TO GLASS SCHEDULE uwwum BE1""E"t'+•' 'L'-'AND _8'-0' V-11• W-2• 8'-R• ��120 8'-0' 6'-11" (4)CO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 V-70• C-8' V-0• _tl'-5' 125 7'-10• 6'-e' ALLOWABLE SOAN AVD NEGATTrE A.S.C.DESIGN 130 7'-8" 6'-5" 7'-10' 8'-1' 130 F-tl' G' MINIMUM PRESSURE RATING 1b OL7ER41NE 1wmAU4 ANCHOR 135 7'-7' W-2' V-9'_ T-9' 135 7'-7- 6•-2• WIND ZONE ��1Nc• SEPARATION T40 -j7—"s=,i- 7'-7 F-6 140 7•-_r_ 5•-n• ASTM E-1996 _ 145 7'-3' S'-9' 7'-5' 7'-3' 145 V-3• V-9 TO GLASS 150 F-2' V-7" 7'-4'_ _T-0• 150 7'-2' 5'-7' 155 V-0' 5'-ri T-2' 6'-9' 155 F-0• 55'__.. 1 THRU 3 1" 160 V_11' V-2' T-1' 6'-7' 160 6'-11' 165 V-10' S'-,' T-0' 6'-4' itis V-10' 170 6'-9' t'-ri• 6'-11' 6'4' 170 W-9- 175 6'-7' 4'-9' a-9' 8'-0'— 175 180 6'-6" 4'-B• V-8• '-5'-10' 180 6'-0' 4'-tl• J) H 7`/ BLADE. 185 G'-5' a'-6' 6'-7' 58' 185_ 6'-5" 4'-G' 190 6'-a' 4'-5' 6'-6' 9'-6' 190 6'-a' 4'-5' 195 --'11_3._.�..4_3- .6V-5,_.5-5' 195 6'-3' 4'-3' 200 V-2• 4'-2• 6'-4' S'-3' 200 G'-2' 4'-2' 205 6'-1• a'-1 6'-3— 5'-4' - 20.5 6-, {-t' FLORIDA BULONG CM(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. - P.. p.Tl<</T�,,, BERTHA HVTM Q�•: A S S A Accordion Shutter System I L E L-0m.,N . . .C. . L{Y BU1DE#,W1 OR W/0 H.V.141NDUN BADE 11Wi TESTING & ENGINEERING COMPANY ALnerican Shutter systems N DLTCR9,>DX Gn 0904 e„46QY, G 3Ac,.St.5.e SW.Yrv4A cAaaEls.noaOA x71Association, Inc, 1 GLD i f-192 </13/Is 4, o Y)74258 W6stroads Drive'• P6m :( o6ORSNGflN30 / 1 s a mai a�nmwot« West Palm BUach, FL 33407 3 O�•,FCOA19�.•'\��'; xul A.mur71k.P � 4 15-085 S ..... nOMA Ug 9 44167 3 SHEET" sy 6lN NSU 11OF 20 • 1 r 'o®aHQMMOOCCdaDER 30Oa© DDanDcaaa�alona lonaaDaa 8MICCC31911 CDHQ 10111011aBaaaHaa�DDDaon a 8 0111ICC ..is p�- pimps �}aDD�aaIII goal aDBa cam 29899:.000�I CHCa01M I o '©©:CCGQODQG a QQDa00DQ3 CQQQCG10011DDC GEBEIDaCMaIlB08C 01 D0CCIO 00 ZICZ1QCCaQC0:1 CCCGG I 0210CIMC: CQaG8 aaFC�appCa�QsppB r �coccln-CcoecCca cC � Cism AconaDD°aa®an aaloan a nn°aaD�aQ�Qpp��°aQ°°0°IIaano A a CCCCQCCCBCQmCC®oada�daamong naandada�aDddda®aann a oQcoonoceo�Coo�cdaQandQaaDDaaadananndaaaaada OCCCIO=aCBCCa�CO©CQ®©CC Imp no a aaaa a9F�J@8H98 ®89�@808888989@�9Ba@ ©@�ndnDDnDaa ®® p ©© aaaddai 9fl8fl999�89990898�fl9 __ 129 al amaaaaD®naaaaa�DonaannaDDa°DanDDaad®OaDnaDDdadago dnD�D r' naaDaannnaan °aIadBOND aall�aaaand ' Y ICSol—CC®ddD®aanmDDaDam ana�ddnnaa andaQDnaDDDO ca 101: 1 conam IDIOM I�nnanaan dana®anaaaa R: CCC DCCCzCC®CQa9C . QQan o➢ am a DlmnitnddDDD L. �@8fl999gg0ppA®8989489Ha988Q80®®gC98C���QggDpam aaanaa a�naadddaaa y ci99a99a6A99�9�9999Efl�999�I fl�- EMORN ma®maaa°fl ECC�lQCCCCCC:CC©Aaana®anD®aaa®aDdnaD�DanDainDa®Mal _ r eooaocn000000mom oaco�IdadD��daa®na daaaa�aaan I _ . - CCIIIII �0000coaQC�maD Daaand®adDDa da D 'eaoCCC�mac�COCOCccDo a o �Ccannno a®dda°a°adaadda1a1 i a�QCcaC1CCCCocCCCoMCCo�o1C000a onD°a�°a ted nava on a998H99H9a9@@08998H99B88999H9H9Ha�. . .MEMaaaaHand a�aaD 9888@ @@@90880@8998®988980 ® 88@@89@89�9�89Dan��aon MEMO= 0009999fl98888980088fl0 9fl890®888 90 08 ?era Cc 11 man aaa®aaI all an =aaaa in 'M CCCaCCCCCCCC CC©F]CCOFIamDanO an�0 DaDnn�inQdDaDaaa aCCCCCCCCC.12 2000lICCCMH88Q©idaQaaaDaaaandnt�°°DaI°Daa° -- - MCI CCQCCCCCCCCOCCCCCCCC CQCppCOC anadaada pant®dddanDadna 09988980998889888898898@@99@89098moo—C8aand��ppppppaaadland a Y©�a�980B000000090000090@®gM@80080000000000080�@aadnlong r 999p9p9p98898999989fl89999899999999fl800m8099098000009fl8 eCCoao° ©90Bonnaa°°Dalong a im°°aaaaaaaaa0aaaaaa°°a mOD°aaR�ad aCooaooc cQMME DR©aana°= all moll �d°anaaad� W aocCMocoa o�000 �9®0M ©®n n�aDaa ®aadanIN �ocC onCooaCCQall 1Ccc oo®aadBull� D aa�a o 3989999899909890999g90g999@--®H1@89A99®09�0Q IMMM aa@8@0@B8@M@B808a@@H@@@BHB�Hwiawine 192002191 0@99fl000809000009fl9fl9000 0�9a�99