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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 ?a `� - � F101id3 0k-P fine. BPS Home ; Log In i User Registration Hot Topic ! Submit surcharge ' Stats 11 Fans Publications FBc Starr BCIS Site Map ; Links . Search Busines i nal �Product Approval useR:Public User Regulation P-1utt Amifirval ru�nu>Prndnct or nnnlleAtMn S�errh>Arolkannn I Ist>Application Detail t � r r9`, r }}{{ � s FL# FL389-RB L- j' uf - 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@casternolotal.com Authorized Signature Bill Feeley Irodriguez@easternnietal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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 the Walter A..TilliL,Jr.P.E. 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 V validation Checklist-Hardcopy Received Certificate of independence F1.352 E9 CC[ Hy ACC4nu1CLr -mNr+_.VHj.,tf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 AS-rhi 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 littp://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgvYYI1142vJvx5... 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 t t FL# Mel odNumber or Name Description 389.1bertha HV Accordion Shutter-Slade 3- Extruded aluminum interlocking blades retained by tracks(top and Non•HVHY -Dnv 15.086 bottom)for storm protection Limits of Use Installation Instructions FL.3II2 RA 71 a.S.S A.INC, I)RWC_I5-06n.nn7 Approved for use in HVHZ:No f 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 12'-7`for 35 psf positive 171"31'.9 RS ttF A.5 S t,.INC. P.E RR r'_+RWG-t5-7StS.nrl( ASD bad 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 E 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 sheet 5 for otherspans and ASD pressures. 3U.2_311 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ,Z Drwg IS•085 bottom)for storm protection j Limits of Use Installation Instructions Approved for use In HVHZ:No 8389 R6 11 A.5.S.A,INC. DR%VG.15-035.pdf 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 E Other:large.missile level'D'.Max.Span is 16'-0'for 30 p.s.r negative Ft.'.8h R8 AE A.5.s.A-INC. P.E-R. DRYtt>,I S-tins HV,Jtt'g ASD load depending on centermates and locking rod configuration for the Created by Independent Third Patty:Yes HVI blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone + mountings 7'-0'for+75,-7S p.s.f,for metals stud mountings and 8'•0' for 110 p.s.f.for HVL and HVIA working in unison.See sheets 7,11 and j 20 respectively of installation drawings for other spans and pressures. ij 389.3 Bertha HV Accordion Shutter-COM80- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)•Dnv 15.084 bottom)for storm rotecUon Limits of Use Installation Instructions Approved for use in HVHZ:No FL309 R8 It A_S.S A.INC. [)RW(' 5.OR4.nnf 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.36'-O'span at 30 p.s.f ASO load for Blade I I'l 389 no A;''.A.5 S A.INC P.-F.R. DRWG_i5-1144 nil and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Patty:Yes respective) Contact us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:850.407•t624 The State of Florida is an AA/EEO employer.CopythIM 2007-2013 State of Florkla.::Privacy statement::Accesslbihty statement::Rrfund statement Under Florida law,email addresses are public records.If you do not want your a-matt 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 650.487.139S.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,F.S.must provide the Oapartment with an email address if they have one.The emits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.. Product Approval Accepts: Ma® pe Mat sccuril vat i sit w, Kim- http://www.floridabuilding.ora/pr/pr__app__dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES- 1.BERMSYSTEM 09LAN1wN �Y. C4FAOTED FOR COMP(1N�E IN ACCORDANCE WDTHE 2014(5th EDRION)OF THE FLORIDA BUCODE THE ACCORDION SNER NLNOTE INSTALLED AT VELOCITY a OEM WIND MASS SHALL BE QETRMBED AS PER SECTION 1620 OF THE ABOVE MDMM40 CODE.FOR A BASIC WIND SPEED REDUHED BY WEE JUPSSD:. WHERE SHUTTER RAA. TABLE OF CONTENTS BE INSTALLED YAM A OINECRONALor FACTOR Kda0.65,USING ASIS 7-10 AND SAL NOT DDC®THE M WWUM(ASD)DESIGN PARE RATINGS RaCATED ON SHEETS 11 THRU 1S,to&20. IN ORDER TO VERIFY THE ABOVE CWND(TgN.ULTWTE DESIGN RIND LOADS OE'TERILINED PER ASCE 7-10 SHALL BE FOb7 REDUCED TO ASD.DESIGN WIND LOADS AREA-1: FIV BLADES(D QA m MULTIPLYING THEM BY 0.6 IN CROERTO COMPARE THESE W/MAY.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VDtFY THAT COMPONENTS AND ANCHORS ON THIS P,ED.,AS TESTED.WERE NOT OVER STRESSED.A 33 x INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS!CII USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 AFALYSNS.HOWEVER.A MIND DURATION FACTOR CD-1.60 WAS USES FOR VERIFICATION O FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSIEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED W ACCORDANCE WITH SECTION 1699.1.2 OF THE ABOVE MENTIONED CODE AS PER SHEET 4 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY ER ASSEMBLY 38- TYPICAL WINDOW BLADE&WINDOW DETAIL -HN BLADE(D ¢D214.01-03.{0715.01-03.11004.01-05./1214.01-05.#0317.02-06.¢0603.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA - HV RIM (1)AMQ W VANDOW BILADIF LF4 AND E-1906 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&/122001-10 AS PER TLS 201.203&203 PROTIWpLS LARGE IA560E. OWERE APPLICABLE) -HV WINDOW BLADE 9/0505.01-03 AS PER AMU E-1686 AND E-1996(MISSILE LEVEL 0,WRID ZONES 1,2.3)B.VC PROTECTION ONLY ANO'0725,01-18 AS PER TAS 2.07,PROTOCOL 7YO10AL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.COMRETE/BLOCK SHEET 6 2.W MADE AND W WINDOW BLADE 0 ARE ENGINEERED 70 WORK IN LNISON 14TH EACH OTHER LANDER THE GENERAL LIMITATIONS AND CONWDOIS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK BMTU 7 3.BERTH H.V.ACCORDION NNS(NV SMRM)•USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TD TRACKS STALL BE 114Q-75-AND#14.1.75'RESPECTIVELY,410-HT MINIUM SERIES CENTERALATE DETAIL'S W SHEET 6 STADNLFSS.STEL SCREWS WITH 135.0 kat YIELD STRENGTH AND 180 W,TENSILE STRENOM PNS SHO.BE COATED WITH BERTHA W OACAOSHIERD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERIAATE ALTERNATING.DETAILS W SHEET 9 COATING APPUCATORS...REGISIERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE HV MARKING ON THEIR HEAD. 4.ALL A03MM DCTRUSIONS,SHALT BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS V,'RcATTD ON SHEEP 2 AND 3.M WAI YIELD STRENGTH FOR 6063-76 ALLOY K 30.0 9oN A10 35.7 W FOR END CONNECTION DETAILS 1-G.CONCP,ErEALOCK SHEET 10 6005-15 ALLOY. MAXUfUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSIONcHE9.STANT COATED CARBON STEEL AS PER DW 50018 WITH 50 W UPI.YL13D SMWGTH AND 90 k.1 MRL TENSILE STRENGTH. ANCHOR SCHEDULE-CON G9ETE h BLOCK SHEET 13 AND SIVA((COMPLY W/FLORIDA BUIDIti CODE REGULON 2411.3J.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.DOLTS TO DE ASTM A-307 GALVANIZED SIE(„OR AM 304 OR 316 SERIES STAINLESS STEEL MM 35$W MINIUM YIELD ST7ENGUL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWWG SHEETS FOR ANCHOR SPEGFICJA10OUS.W BLADE(D: 12.13,14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 HV BLADED&Q WOFTONG IN UNISWR:12.13& 15 INSTALLATION DETAILS S-X WONT SHEET 17 S.THIS BERTHA H.V.ACCOR&ON SHUTTER SMZU SEARS A U.S.PATER/6.779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR 04 PART BY US.PATENT#S'4S0,179 ISSUED TO EASIIIIN END CONNECTION DETAILS 7-.12&X:WW5 SHEET 18 METAL SUPPLY.INC S.IT SHALL BE THE RESPON987DY OF INC CONIRAC OR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SKITTER 1S TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR To SGL/CAULK AREA 3: W WINMY BLADE ONLY ALL SMJM CGYPORNENT EDGES WHC H ROM.THHRU FA5TENWG IN OO'JTTMIOUS CONTACT WITH THE BUILDING TO PREVENT WORD/PRN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.E ,ITT MES�OE PERGAGE MANENT� YW AND�LEE�LAOE WITH WARMNG NOTE RUING PERIODS OF HURRICANE WARNINGS ROME OWNER,TEWJNT,OR OTHERS,MUST PROPERLY CURS£ALL IN AND NOCENIIERMAAREA d. W ypNDOW BLArs>:(1 ONLY 11.SINTER LIANUFACTURERS LABEL SHALL SE LOCATED CH A READILY VISIME LOCATION AT ACCORDION SHUTTER IN ACCGRak%'=MIN SECTION 1790.83 OF FLORIDA SMIDL14G CODE ONE LABEL,SHALL BE INSTALLATION DETAILS.METAL STUD WAGS - SHEET 20 PLACED FCR EVERY OPEMNG.LADEILNG TO COMPLY NLN SECTION 1710.8.2 OF THE FLORIDA BURDWG CODE 12.BERTHA N.V.ALLOROTOT SHUTTER SYST S INSTALLATION SKUI.COMPLY WITH SPECS INDICATED IN THIS DRAWING PULS ANY BUILDING AND ZONING REGULATIONS PROVIDED m THE JUR150i.^TON%MERE . PERMIT IS APCLF.:D T0. 13.(a)THIS P.ED.PREPARED BY IRIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE S'EGTY'PROJECT;La WHERE THE SITE OONOIRONS D-MX FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FDR 7HE SELECTMEN,PURCHASEX4D INSTAIJ.ATION INCLUDING LIFE SAFETY OF THIS PRODUCT•BASED ON THIS P.E.D.PROMMED HE/SHE DOES NDT DEWTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SUULTY AT SITE NS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS RED.WILL BE CON9D(RED CAAlLD 6 ALTERED BY ANY WAIS. (d)SITE SPELtFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RMISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROM USE OF THE P.E.D.ENGINEER OF RECORD.A-II@3 AS A DELEGATES ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT IO THIS UTTER THE SITE SPECIFIC ORAR"=FOR RENEW. (e)ORGNWAL P.EO.SHO.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL E74GRNEER OF RECORD RHT PREPARED R. IRT FLORfDA BU81NG WK(Non High VelOcity Hurricane Zone •j/�iV•.,�� ®2015 EASTERN METAL SUPPLY,INC. BERTHA HT, 0� I L E C O i fr�. . ■ ■ ■ Accordion Shutter System .: . _ H.Y.MADE#1 W/CR W/0 FLV.WNDOW BADE o: �/ - = Amerlcan Shuffer Sysfems INN TILLIT TESTING&ENGINEERING COMPANY DESGETTiQN wrz ewLN BY: 114 ' Tf0 '*' ASsoclean, Inc. 1 �0�•. �+ F am R.IL 36M SI..Sk.SIS.VRG44A INSDS t1AIM 337 OLD 91-492 4/13/I5 1LOE: +/13/95 �L�. (303e7I-1530.F4.:(305)871-1531 4268 Wastro9ds Drive x -0;4�6O d_ West Poim Beach. FL 33407 3 DRAWING No INAL E,IG,AAA�` WALTERA MUT J..P,f: 4 15=085 P.E. SEAI./�1'IY�}URE/DATF FLCRDA 14 i.4,67 S SHEET 6 I of 20 ^� 3-r tali lPaOw RIO[ VAtUES I Ata• 1,481' ar o o ta.. 4.857' ..999• SOLID BLAD (3)HV UNIVERSAL FLOATER HV 9D°f 180' STARTER COVERED UNDER US PATENT P 5458179 OUALLFIED FOR USE W/ HV BULDEQ (J4 HV DIRECT M HV BLADE 1 1 HV WINDOW BLADE• 6005-75 ALLOY AND TEMPER OUAUFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LBAITATIONS OF USE ® ET 6063-T6 ALLOY (1)OF BLADE ON SHE19 BLADE RD . TEMPER 6063-TS ALLOY AND TEMPER .. ? � '724• 11 - ox"lklY - 72 �V� s,s' 092 4t' I I,SJS• HV ADJ. ADAPTER Wf UP _ 3229' OUAUFIED FOR USE W/ HV �HV WALK-OVER TRACK 6065-T6 ©HV ADJ. FLOOR TRACK BADE 1� QUALIFIED FOR UaE w/ HV 9O1iV TRENCH TRACK t ss ALLOY AND TEMPER BLADE OUAL.IFIED FOR USE W/IIV 1 QUALIFIED FOR USE W/NV 6065-16 ALLOY D TEMPER BLADE T ONLY. 1� HV RAINGUARD BLADE(D 6063-T6 ALLOY AND TEMPER OUALIFIED FOR U-SE W/HV B�E T 6063-76 ALLOY AND TEMPER - VARE9 7930• A(li) ,' 1.915' VNtFS 7536' 6063-T6 ALLOY D TEMPER 1.917' es. o ..�OEyT.•-- a6S• Tg .083' -"--• '-� .100' _� 67 1 f HV CEILING HEADER 1 HV HEADER/SILL 13 HD CEILING HEADER/SILL ` Q IFIED FOR USE W/ IN BLADE 1 ONLY, OUALIFl 6063-T6 ALLO AND TEMPE 1 ONLY QUALIFIED FOR USE W/ HV BLADE ) - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VAUOrTY. QUALIFIED FOR USE W/ RV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LACE Q ONLY. 6063-T6 ALLOY AND TEMPER ru COMPONENT A B TI T2 x T t X KY MKS 2- ? 2- ;0.125' a � 2' S'MAY 1/8" 1/8" 3• S' 0,090- @2- 5•MAX]0.192' 0.192" SIDE ANGLES CORNER POSTS 19' zs• 'Y 1ti%.;oaso- °Also OUAUFIED FlED FOR USE W/W ALUMINUM ANGLES C QUAUFIED FOR USE W/HV BLADE( QUALIFIED FGR USE W/HV ' BLADE 1 6063-T6 ALLOY AND TEMPER BI 13EL )ONLY. ,cam 6063-TS At11,AND TEMPER 01 2- 5•MMJ 0.139' 0.131' 6063-T6 ALLOY AND TEMPER I 110RIDA BUILDING CGDE Non High Velocity Hurricon0 Zone 0 2015 FASrO171 METAL SUPPLY,ir4C. 9;; BERTHA H TM IL ECO THC. A,S',S„A, Accordion Shutter System KV.BADE#I W/OR W/0 Kv WNDUN E ADE =k= American Shutter S stems TILL1T TESTING& ENGINEERING COMPANY y 0ar>�°10M DATE at°wx De x:- SSA7E OF i 6357 Kw.30n se,S.373, WWW.nww 331” AssOClatlon, Inc. , OLD 7 L—Ls2 4/ts/1s a„L 4/1a/Ts Pro„-(303)871-u3*.I'-:(305)671-1531 42613 Vlestroads Drive 2 Roato �� •^� �+° West Palm Beech, FL 33407 DFL114iNG No s o� m-*DV,719 FSS/ONAL���'•• WALTER A TGLLT J,P-E 4 15-085 P.E.��9E'1R+j&iGt,MS`Ik/GATE rLDRDA LW-R+x167 SH 2�OF 20 1.576' 49' 9 0334' Iss.Y7s�'91 17MSh'� PA7� 1/4'-20� 3' .743 1 77i+t7MD CAC L=fmJ Iitg6VG Lwua a♦., c ' Dww°"IMI' . C ` Imms LDt,SS GTU4tR .1�CM1.ER ♦ •� n t4Y5(oR014 (C11rNYE PJ4� 2 HV CEN7ERMATE a. 3zs 1 OUIWFlED T & ONLY lam' I ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER ED FOR USE W/ HY BLADE 1 & 1 ONLY 3" QUALIFIED FOR USE W/HV QLIAIJFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER BLADE TU&®ONLY. GIME& ®ONLY. 0 FIED FOR USE W%HV BLADE(I)ONLY •C.D. {� 6063-T6 ALLOT AND TEUPER P1,STIc I11AD 76' HOLM 9 aA S' SCREW 0}._. -2760'AFTER RNEEING �� $ `�,oe, :•+ 1/4-9-20 X 3/4" BEFORE RIVETING H S� S.S. THUMBSCREW 1/4---20 RIVNUT; 5O=9!"AUAIRIM(2O24-T3 AUCY)1AF12_rwm t1LN •F I_z -a 111 72 WW nulmA.PAar f OM.AS LUMFAGuam W MOM PINI FROtR T3LYATION " q - _ DEW TEXTOII7,PAMPMIY.NEV JIPSLY 07654 OR(OWL Q LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY Q� HV FEMALE "TLOCK CENI%RMATE " TACK CENTERMATE FLY �T' LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER `-' OUAUREO FOR USE QUALIFIED FOR USE W/ W QUALIFIED FOR USE W/HV BLADE TOONLY QUALIFIED FOR USE W/HV BLADE ONLY W�/HV BLADE Cl)ONLY. SI.ADEIJt ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE}R/ 1 1.917' 3.16 7.917 � -- o ......OfiS• o 1 D •'iN11M6:URN ry CIitRCER OR .214• .603 .O6Y. Y �GO6 PTY CYLINDER 214 .545, 0.1171, I.125'M— HD R T O 0 TER 6 O 0 0 OUALIFlEO FOP.USE W/W BLADE t & A QUALIFIED FOR USE W/ hY BIME t &ZA 6093-T6 ALLOY AND TEMPERHD T is 4• m 6963-T6 ALLOY AND TEMPER F vn7e:Fs,t2•hill. _ QUAllF1ED FOR USE WHV (q BLADE 1 & +!f N Y I _1/4' "s>;0a 3/a 6063-16 ALLOY AND TEMPER _ { (Wr t1L'YI>:CYI{Y EI/2' cw m .- I «0.ZAL:) , {{ ._....._.Do _ OR M 1_.. 157 4 � ;n N� y+ 1.76'Noa. LOCKIt{� ROD L 375'♦ 1/4♦ ® HE) LOCK QUAi nm FOR USE W/Hv sIADE01 " Y 1/4" 0-20 AI$I 304 BY RECENT H0.40WARE MORRSE LOCKS SERIES 2333 NOOK OOIr LOCK !!�� 6063-T6 ALLOY AND TEMPER `i6 HV 3/8 0-16 ACETAL Q e,JtNSTALU+TiDN wlLl REQUIRE A 7/16' HOLE U S. TRIES S.S. THUMBSCREWS QUAVIED FOR USE W/W BLADE LO& Dl1LLED AY TRACKS FOR PROPER EMBEDMENT QUALIFIED 0 rA BLAOEC}7 QUALIFIED FOR USE W/ FN BLADE Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone J`�O�GF .:..... ✓/ry 0 2015 EASIERti METAL SUPPLY,(NO,f 9 BERTHA HVTm C Accordion Shutter System ` [ I L E CO N C. ■ ■ ■A■ KV.MACE#1 W/CR W/O KV.wmm BADE Arnerfean Shutter Systems r• �„a CAtE f N�; ILL RT •�� iIWT TESTING&ENGINEERING COMPANY 4tr� 268Assoctallon. Inc. 7 OLD n-16z </13Jii 1YOL 4Ji3/15 1345 N.M:36th A.Si..705.1Rf"A'A G.FRM,t1o1mL VI -ELLy�1Q r7a :lyyy77:330•FA ;no3ta77_tail 5268 Westroads Drive 2- DRAWING No %,,��/tFSSI AL(OC,`�; mm6a�7coc«n West Palm Beach, FL 33407 3 15-085 A'+rnnnOly 111pN" IM A tuff ROROA Lk_f"161 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3 . HV C1� H V 6!� +z•O S HV BLADE 1 a1 I Ta BLADE P I 1 .I87r _. IN R.N�lOfQYI BLADE .0625 -1rnNy�Y .0625 062V HV BLADE 1A l? HV LONG RECESSED NYLON BUSHING _ti I faNEs 'o OPET>r! .0625 .Jd73' Y ® HV SHORT RECESSED NYLON BUSHING s \ 0.0 sF� ® 11Y NYLON HAT WASHER "Re w oS�I I j + R+`.{7� 4t� HV WHEEL CARRIAGE NSI 302-303 SERIES - a ' q0.870•x3/16•THICK NYLDIJ WHEEL ® N' 2 7/s'Nat Hv wwopw 0.18B•O AISI 302 SERIES S.S. RIVETS 3T,a i s at. .—Il &75D0' ® HV 1 3/4•ACCORDION PLN W/ ¢8.HEAD * IDCTERIOR I 7�G p�,E =5 s/�• -•�xs• ® HV 2 3/4"ACCORDION PIN W/58 HEAD * ( a A. I- GS on En 7 • POLYCARBONATE IMPACT RESISTANT HV WINDOW i -1"15 TYPICAL HV WINDOW BLADE AND _ ! POLYCARBONATE HV WINDOW DETAIL I ©OR QT � 4 or � N T.s. t(SEE NOTE FOR I REOUIREItENTS) I DOR® ? I F'OLYCAR89NATE IMPACT RF9STANT HVW�DO',V I BAYER MAKROLON 3103 POLYCARBONATE ;I I 12'M. E RESINS. UV-STABILIZED GRADE OR SABIC CKLE FOR TO BIAnE u INNOVATIVE PIAS11C LCW:N 103 RESIN f ' I D OR® I (SEE NOTE •�ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED.AT ALL EXTERIOR ® 0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR EXTERIOR MWLCAaLL HV BLADE. TYPICAL SHUTTER ASSEMBLY PaxoL� S% N..5. T (2) HV PIN q MAY BE USED IN LIEU OF®AND ONLY AT P'"®pExT9OR °Oa` �••o.a EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ FIV 1Q e0724I BLADE'S KNUCKLE. acre mwmw (SEE NDTE•FOR Dar. ow W.* aoo m/n BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. 04. a 3 REptnREUENTs) may; TYP s , 1 OOcne rano s0an0rN Auu,ssTe 0,wo wt .300�, nrmmx A,1870 �.DIW Z= 3., Wel. (3) HV PIN OR @ 1V/ 1/2. O.D. 1/T6" THICK S.S. WASHER O ; 1 ncn Lmuvfi Am oma wpm Da w0mw SHALL BE USED POR DIRECT MOUNT INSTALLATION PER DETAIL X. N cooa�W mSa n_,a/ n FT-11'. SHEET ® flF E WHEEL CARRIAGE DETAIL oo�. un 02w .72 x as.a x wx . EMBLY LAYOUT PAM ar Daaac A=Loan o-,a o-1 ews Sir pRlol, :6,y a." IMT 9w T o.0. � >si� ASTN o,» mmr a momeR A�oe ww, Acu me MI w lL 1 +. aw HV BLADE SOLID_ (A HV WINDOW BLADE DETAILS ""�" FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERII PETAL SUPPLY.INC, A.S,S.A.LICBERTHA HHV,TL��Eco , Accordion Shutter System KY.RADE Qt W/OR W/0 HV.WNW BADE �J` = American Shutter Systems My lk Duamar PATE PWWi BK W1. TILUT TESTING & ENGINEERING COMPANY Association, Inc. , 010 t1-192 4/13/15 DATE: 4f13/15 D= AI OF *= 065 NW.It-S x.3M n cx.A cwa s.nX=A 37ia Pnane:(w51e7,-,SJO.Fa;(aps)ti7+-+sa+ 4268 Westroads Drive 2 F� .•QRIDP ,:Ry`��' .-not a�os.a DRAWING No West Palm Beach, FL 33407 s so.........G��, re_0o)67,9 15-085 ,VpL fN �` WAITER A Turn.U.P.E. P.E. 0RE/DATE F'OM u`f 44167 a SHEET OF 20 A D C nx "NOTES ON HV LOCKS AND CENTERMATES: 0 EY• Y N S T U r� 1.AAM ATOFRY CONDITION Ale ONE ITV LOCK(B or®SHALL BE USED AT 1/2 OF smurIER SPAN FOR ANY SPAN NY EELREVATION LWKM FINE LDCK or 1A4Y BE AS AN ISPAN NSIDE SPANS R OUTSIDE UP TO 1057. OCK ATTACHF SHUTTM E[FOR � �' CEN1ERMATES W/(21 1/4'0-20 Y 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON Op� TYPICAL SHUTTER AIM% 2. IF DESIRED, FOR GET.PERFORWINCE OR FOR SECURITY PURPOSES.UP TO TWO HV V�s LOCKS q.1.U OR qq WAY BE USED AS AN INSIDE OR OUTWE LOCK.CONNECTION OF LOCKS TO CF.NIERNATES OR 11 SHALL BE AS INDICATED ON NOTE(1)ABOVE LOG 4N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHIFTIER ELEVATION. �-- 3. II ry � 32JS OFDONAL VGG H.V.1.OgC�;LOCIONG RODSM ARE NOT REQUIRED AT URR.CANE POSITION.BUT MAY 4 goxw,Jop¢'l• ��' ` USED IF DTSIRED TO ENHANCE SHUTTER PERFO LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3iN= 4. •ONE IN LOCKST-a BE USED AT CORNER CENIERWATES FOR ANY SPAN a11F AND NSrALLARONS AT ANY ELEVATION.HVL or SHALL BE USE AS AN OUME OR INSIDE LOCK. ATTACHED TO Q CORNER CDITERMATE W/(2) 1/4 6-20 x 1/2•LONG MT HEAD S.S.W.S.TWO LOCKING RODS .�� AT TOP&BD DM SHALL 13E USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 8 II,, II MAX=M SHUTTER SPAN SHAD.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. i O'it�i� IT A3 S S B S. T' 33 ONE ALTERNATE HV LOCK MAY BE N UEU OF HV LOCK orE ALTERNATE TO MANOMM FOR ANY SPAN AND- O Y� symMETImm- VALID MY MR HV ME 1NSLalanDNS aT ANY ELEYA1KIN. ERNATE LOCK 2 MAY BE U531 AS All SIDE OR OUTSIDE LOCK.ATTACHMENT �V, OF 1/4'6-20x3/4'S.S.THUMBSCREW TO I&OR CEMERIAATES SHALL BE WADE W/1/4 0-20[3/4'ALUM. T1g� RNMFI'AS SHOWN ON SECTION IiVE SHEET&ON LOCK SIV11 BE USED AT t/2'OF S/UITTER SPAR OR 7W0 C x LOCKS AT 1/3 OF SHUTTER SPAN. -Y53 t 6.MAN0001DR•CONDITION&3 FOR KEYSTONE 1lONMTINO SMA11ATKIN.4• ONE FM LOCK 0 m @ ev®SHAM BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTrER SPAN FOR SPANS UP I € TD W.AND FOR INSTAL ARONS AT ANY ELEVATION.FIV LOCK(8ar @ or 0 MAY BE USED AS AN RODE OR OUTSIDE LOCK.ATTACHED TO 0 or 0 SYMUMICAL CENTERLMME W/(2)1/4•-20 x 1/2'LONG FIAT HEAD SS. SSE E Np....... MS.LOCAI�ON Of LOCM.SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKNO,RODS 0 W/ CONNECTION I OR Q�+TOP IUND BOTTOM IS COMPLETELY MANDATORY. DETATS ON D r E N I J K L Y F D x Y Y Y SHEETS 10 h 1iM;FULL It *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 uaxam YpTN--.---. CENTERMATE �ONE ALTERNATE HV'T'LOCK Q(�1�')WAY BE IIfSj[U.ED IN LIEU OF HV LOCKS j OR%k0 FOR ANY SPAN AIiD INS"TAtUTTO AT NNY ELEvA'lO1.ALTERN+IITE LACK Y BE USE AS AN MOE OR CI IDE LOCK ATTACHMDR Q - OF LOt7C INCLUD S t%RY RONFORCWC LOC' j AS SI10AN ON SECTION MC.SHEET S.N10CH MUSE 8E CONNECTED TO CENTEIO RTES�AND W/ 1/4'0-20 / 1/2'LONG S.S.THREADED BOLT W/7/8'6 x 3/32' O • ��� WIHGNLTr OR W/1/4'o-20x1'SS.M.5.INTO A t/eft 5/8'R NUTdOCK MAY BE WSTALLED AT Mll1SPAN OR 12" 6 7 m 6 �7� "� ukxmM ABOVE AND BELOW MIDSPAN.USE OF TY LOING RODS tt�y TOP AND BOTOM IS MANDATORY. 9•�31a 1t�3•®m -� *NATES ON HD LOCKS & CENTERMATES: 1_HD lDC1C f HO CF7NT61YA.34 OR W/Q .ONE ALTERNATE HIT LCCK®MAYBE USE DI UEL OF PICAL M HV BLADE SHUTTER ELEVATION IN LOCKS GR rOR ANY SPAN AND DSTAUAAONS AT ANY ELEY mo.N.TERmATE NO LOCK @ MAY BE USED N.T.S. AS AN INSIDE OR OUTSIqf�LOCK.ATTACHMENT OF FIT LOCK A TOW/3)8 x 3/8'F.H,SS -S,AND NCLRDES REINFORCEMENT INSERT U AS SHOWN ON SECTIONS HDR-TMJ AND OC-HVC,SHEET IM LACK WY Be WSFN.IED AT MIDSPAN OR 12•MAKIMUM BUDW OR'ABOVE UIDSPAN.USE OF LOCI=R0o5'@ IS COMPLETELY OPTIONAL FLORIDA BUIMING CODE on High Velocity Rurr cane ne �,,YYYYti�A.roc 0 2015 EASTERN METAL SUPPLY.INC. .•.......yCEN �_ BERTHA HVrM IL ECO.INC. A■S■S■A■ Accordion Shutter System • Ttv BADE gr w/a+w/o KV.WNDaw aAOE AmeFlean Shutter Systems T sunr7ty DATE aw r er Mi ! TILLIT TESTING k ENGINEERING COMPANY a: STATE OF Association, Inc. ao n-1s2 +/13l1s DAr 4/13]75 Q NM,Xw d-Su,=.vu=m C4'STJ sS FLOFMA 331 Fa,.,,:(SDS)671-153o.r—(303)871-1531 4268 Westroods Drive 2 DRALYTNG No .--1:L0.-4.0 Awn West Polm Seoeh, FL 33407 3 i 5-085 iss�OMAI�� •Y�`�` ALTER A.TUNUN J w ,PC 4 RCFMY1 Tic..9 44167 5 SHEEP P.E. SfA'('�(Sitkn)YRE/qDATF. 6 5 OF 20 --C�Df1CRETE ANCHORS POURED CONCRETE I (SEE.SCHEDULE ON OR BLOCK CONCRETE CONCRETE 1 SHEET Ts) kE0002ED 1k�E ' 3/4•SS. CONCRETE REOUM CONCRETE ANCHORS CRLWS REOt1R4D ,oR (SEE.SCHEDULE ON zCONCRETE ANCHORS 118 x(5¢Mw NTM(2 CH STENT 7) 5NFET 13} 2'O.C.(5£E SCHEDULE ON ST+SET 13) 7•4USING 1/4'-20 tarsO 12'O.G.E D.- .230Mex. - 13 oR $ / '---13 a I$ 250I \ 1Aox. �� 77 OPBONN. IIONAL 's �1 11 m eC.m ,� t OR 1�� EXNSEINO ' MIN.SEPARATION TO CLASS . F705riHG ' u�®a r ' I 1�N.S•J'NNnON To MASS I 1 CLASS--f `''CrNEf]ULE ON SHEET 1E) � A _ (`(SEE SCHEDULE ON SHEET 11) _... .. @ HV WALL HEADER INSTALLATION HV WAC. HEADER INSTALLATION © HV WAIL HEADER INSTALLATION F KEYSTONE MIN.SEPARATION TO GtASS ) 1O0SDNG ~_—(SEE SCHEDULE 0.4 SHEET 1 T) 1 :o'°mAE .I :'OR �,. MDI.SEPARATION MASS�• fag dXa�sm JE a1w0"' i (SEE SCHEDULE ON SHEET 11) CAW a sm,a raz „ oPTlceuL f6 • _.� Mox. 1�1 . i i 1/4'lla. ✓.-oPflaNAL �� E.O.a . '..-...--- l i /2' �.iE.o.• tq' - -- 19 1/ -- }•_ 3 $ --- EO as '..._1/4.0-20.314-`5.$. 1 M+1. 18 Eq P191111'S TRUSS HEAD TRUSS 2Oz!/4.S.S.P1aWP5 YACUVE SCREWS USING _...... COtiGREiC ANCHORS TR'J55 HEAD HH:JRW SCREWS ..�.v.. NCHCRS 1 18 ^1. 1/4'-z0 NUTS O 12'O.C. (�SCHEDULE� W///a•-20 NUTS O 12'O.C. POURED CONCRETE (SEE SC)J(yUIE ON SHEET 13) Wn. OR CONS BLOCK SHAT/3) I&DNCREfE ANCHORS RECURRED TE D xALL tNEOIARFD / SSO4MULE I T CONCRETED SHEET 14) ON WALL SILL INSTALLATION OR CONCRETE BLOCK WALL TEoHNWED 0 HV WALL SILL INSTALLATION NOTE FOR URNATY,N Or INSTALLATION D ETA I LS W/ 1-SEE SHEET 4 TOR TYPICAL SMlRFR •E C,=MNE DISTANCE ASSEMBLY ..:�Ei U ATIONS OF USE IM (1� HV BLADE 2- LM41040 SECTIONS CAN Be COMEMEO (SEE SDEanwons CN STAN 13) B1ADE�!ON SHEET is H ANY WAY TD SUR ANY UISuYtAT10N. IU711f/lN FLORIDA BMW CODE Hon High Velocity Hurricane Zone m 2015 EASTERN METAL SUPPLY,INC. BERTHA O Accordion Shutter System A S S A FLV.aADE X11 W/CR W/O FLV.Ni MN RACE lf��/� = American Shunter Systems ILsfAP*04 DATE DIA 1TY> M.L. S AT TE DF T0.LIT TESTING & ENGINEERING COMPANY °' NL: Association. Inc. , ozD 11-1e2 yu/ss wrz 4{Ts/1s ••• 4' eJssF' V- SM vpcu (305)87'1-1131 ROROa all 4268 Wastroads Drive 2 DRAWING No AW.o:(]05)67,-1570.Fax: .......•. \(§`moo •� a .am West Palm Beach, FL 33407 S 15-085 �iN,,rrrONAl1ti1111�� wALTVR LTx T J,Ps s P.E. SEAL�Sj�NATURE/DATE c SHEET OF 20 SEE_END WALLCONNECTION DETAILS ON .�}iEETS 10 1t 18 _ SCE No,ts ON Loacuro tro6s p.Nv Loaa®a p i INSTALLATION S W/ 1 HV AN°ALS ttv 1D-®ON OUT Sr IN , l—EwsnN6 cuss ! ** BADE RACK OErA0.INr K YN10 FOO/:L BLADE W HV CENTERMATES Ate,M�Eo OR SEE END WAIL CONNECTION 10•�O©' ©`�° E7,7sBNc cuss DETAILS ON SHEETS 10 & 16-1 2'a217/8'aO'-?- 1 I O'®a®•®w�'� 37/4• 7• ._._._... 61/2• 7- (6064 76 KIM HA9L OPPOSING ANc,Ew/tx)t/a�rAxm ,/Z ©•� SYMMETRYCAL aNa,xs rC crn+rxL E - CENTERMATES CEN RMATES (rov/BCnO,!)t toa3/a•5x.5.0 72• td,N.SEPA ATAN (q(toAT/z•sus.ro ) C.C.Flu Lvl,art, W/ HV LOCK ]�or 6 W/ HV LOCK or �` (SEE LE AT rA71 AUGM 35* FIN �* 3 ON s+E,r„1 2: 1 ; 5:�\ ©°"®w©'�a®°i 10•tj�3 a+ O a HV8 oUT a f/'S 10•®a^�•,�J'.'®'©°• HVA m®a©• 7Oo.Ow1D•�a E)OSiPl„CH�� POLR O CONCRETE OR ®.O.©w®.�.• I�'wi 10=�y���®w��®R W E M=WAIL v �------'--_------- r- ctA�ssc '®�®•��® ®a SYMMETRI, C� I� �•7�•�w�'07 •®a M•t.s�rrunoN —__._. 8 •�Eo®'®«�.®—�cuiss Oj CENTERM S t ©. t GU-SS 5 i t6N.5 TIC ®'® ——— * W HV (INTF.RLALSEE SOMNAE ®•��°�•©R 1®•LD ON sxEEr t t) / ts¢5 LE I N � ON SwEr t,) cMfEtOOR) ----------- ------- ---------- LY _ — OUT ANCHORS 0 7r,*O.C. $ —1 * 3 VARIES -0 FOUTI 5 vz•UAX sACK HVD oUT HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1`IIIIp7linN7,/ry!!/`/fi ®2015 Et.S MN YE'TN.SUPPLY,INC. <!?,;��,; BERTHA HVTA mr- A SAccordion Shutter System /17L C O IN C. f RV.IXXX#1 W/OR W/O RV,WINOW UADE Harr rEsnNc ENGWEERIHG COMPANY American Shu Systems Bcsc7F„Br DATE DPA"BI., o: STATE OF d S N.A.3NA S Ac XO.LY WA WffiDLC rm"33i AssoCfofion. Inc. , OLD,t-tsz 4/13/15 M7y 4ItS/75 :h Ph—:(3e5)ff7,-l=.Fa.:Csmye7,-7s0, 4268 Westroods Drive 2 '• F P �� .- I.c7hwoaa.wm DRAWING No ®0719 West Palm Beach, FL 33407 s S�o..g.LL.� `���c a aA u�4.P.E. s , 15-085 P.E. �J2A1,,,{SiNsdl'h ;DATE 0 SHEET OF 20 POURED CONCRETE POURED CONCRETE �pDURED CONCRETE POURED CONCRETE OR OR CONCRETE IN CONCRETE _,.. Y OR CONCRETE CONCRETE BLOCK Wf11 BLOCK WALL REQUWD BLOCK WALL REDUiREO BLOCK WALL REDUM �E%15RNG GLASS EXISTING GLASS NNGt?ETE ANCOI �EMSfiNG GLASS F f j7 - - 12'wRN E?0anNG CLASS O 16•O.C. r Iwk DY ['' 2•ERRL I — TO CAM(SEE T— —f Nil.S•UMADON EO®IAE ON SHEET LOL SEPARATIONW SEPARATION , EO EO TO dls;(SEE 11 TOR anx(DRAB 1 GLASS=SCHEMLE CH SHEf7 �• 10 GIASS.(STI 90HEV E ON SHEET 1/1fi rJ•COOL. ON 967 19 FOR 1T FOR BLADE MAW 1 SOIEDUIr ON SHEET 1I FOR BltE®AND (fi0fi3-Ta)CONE. 9ADk5.Otr® IN s1rEL•r 19 FOR T jj' Oti 997OT 19 FOR (L(LOCATE AT 1 ON SHEET ETh FU PwTs( 1/2•FUR / 1 aAORs 0&0 C9 F//7/1 flTllR�i SIDE \ ! --- _--- aMF"�h ll 112- �. OF(D) � 4-USE 1•OR z•MAX I {10X1/2•SALS. ( i (XSALLAPUw CLIP_E)%2-LE/8•w0•-2- 0 16SOC� ----'- @ 16.O.C. -_-_ - 4 \ (6m0 fi NJ."AT UIOHEKiTr 700 4 \ (2)1/4-0 TAPCONS ANCHORS TO WALL AT 1.O.C.(LOCATE AT g sit DETAIL E Fo OR �. EITHER 5BE OF 0) SIDE CONNECTION 1 OR ®' SEE DETAIL X TOR ) OR A ro TTRACKS SIDE COILNECROtt 0-O.0-6 •®- SEE OSrDE ,NECI 01 4 Ta TrUCKS o7-8 .®•. L�e�-®•0'0•®- To TRACKS ®-®•�°i©•©o' .0-Et-0-0- 8_0.0-0-0.0- &0 8• .(.'� -®®-®®-0® 0.0-0.0-0.0-0.0 END CONNECTION DETAIL QI END CONNECTION DETAIL 02 ON 3 END CONNECTION DETAIL +IROJUIRED DNLY FOR SPANS CREATOR THAN 12'-0• POURED CONCRETE AL2 �[%15T1NG CLASS CeNC.RETE MOCK WALL NO 4 4 REGUIXtTA CLASS S�—lr 'l 1DN.}.rARADGI $1 1/2•S.0. - ———�.— TO (� V 1fi .r» .�.� D�(SEE iP------- kaL am t1 FOUR Ci/OC mNA CO, 1/2•EON, ro JLE BASS ___ ______ _ .._ _-__ OR OR IN STET 19 FOR ANCHGR 0 1 HADEOUND ®j _ - ©IN(,�1,,,,��� CONCRETE wan�k 0 12.O.C. / _ _ 5 ON SHE T 9 Kit kfJ``'^''` ANCHOR 0 ' OR@ 0 o c. Iii --- L J 4 —� -- - --- 2•l/iN. z•wN. Eo ♦s¢L;wlfAr.GNs QF is FOR S R�oR VIEW Y MADE®«N SHEET 19 1�UR �OR�OR 1 5 1 OR ®' PLAN DETAILX L PORED CONCRETE OR 1 OR�' ®a ©O-®-®®' ION CONCRETE BLOCK WALL (D(D 0•�©•®- MOD"�D 8'0`©'�'©'®- ©O ®-©0 0- 1 V B DE 0 HV WINDOW BLADE INTO ®.®-©•®,p•®- CONCRETE OR CONCRETE BLOCK WALL. SND CONNECTION DETAIL 5Q 0.0-®•®�•®-� ©•®-�'®-®•® ;END CONNECTION DETAIL© -Q® FLORIDA BUILIYNG CODE Non High Velocity Hurricane Zone �" r7Ai ®2015 EASTERN WETAL SUPPLY INC. /:T:1:LT77EC70 �■A■ BERTHA HVTA1: 7,pi�. A.s■a7 Accordion Shutter System RV.BIADE#1 w/OR W/o RV.WNDV RADE TILLfT TESTING & ENGINEERING COMPANY American Shutter Systems „ 041r ORA"6, UL STATE OF •� aus ntr.3�t a•st..3as.cavEA cAXlva.S nmm..a.1R Association. Inc. R '3LU i i-192 4/13/15 PAIL• 4/13/15 Ewa.:DM)871-1530.Fu:(!05)871-[531 4268 Westroads Drive 2 D MISIG No �T'•. Oc— -�<r, —.11: West Palm Beach, FL 33407 3 A WALTER T'*.P-r 4 15-085 P.E. S`RRRJF9iblU SR£/DATE Flu `L . u167 s E SHEEr 10 OF 20 SCHEDULE tit SrHFDUIf @? SCHEDULE tt3 MAXIMUM SHUTTER SPAN 'L+'OR -L-' MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+' INSTALLATION''Mro NOTES. (ft.).). FOR INSTAL�O.�/$ 1�IS�(, OR R-' (ft.)FOR R •L- (it.) INSTALLATIONS '"' • CENTErdAATES & or W or(V INSTALLATIONS W/ SYM ErRIG1 C CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W1 ONE H.V.LOCK ®or®or or & W/ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE wr.NG. HD LOCK ®W/ NO LOCKING RDDS or ONE HV LOCK or! or OR W/NO LOCKING WALL A, 8.C. D. E. M, N, O. P. O. �MAX:.DES"PRESSURE RFOR ATTiNaA G1vTf` NEGATIVE CtMfRMATES®&®W/ONE HV W/NO LOCKI G RODS® ODS MOUNTING F. K&L R. S,&V. LOCK®w/rrwo LOCKING RODS®TOP & (SEE NOTES t,tt) (TALO FOR WMgING Q ODTTOM SEE NOTES tt SHEAT 7) FLOOR/CEIUNC WA PROCEDURE T( DETERMINE MAXIMUM SPAN FOR CONCRETE NE WOOD MOUNTING C, H. I. I1,J 7. U. W&X watt MOUNTINGS(TOP/BOTTOM)OR R00R/CEILING: Mm4>y CiXiC0.E7E Ns WOOD INSMLunows�} — JAW" CONCRETE &M GIVEN A POSfi1UE A.S.O.DESIGN PRESSURE RATING, ASC.IT WALT MOUNTING rtoDR/cDL1Nc � WALL � � DETERMINE MAXIMUM SPAN 1+•FROM SCHEDULE. M/tNrfwc �„� a (a.A) ROWCIL w9N1JA GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (,IN_T (.n-> F100R/CF to-10LLXRNG t.01-T FL UOU NMC DETERMINE MAXIMUM SPAN 'L-•FROM SCHWJLE. L-{N t F(4) L-(N d MAXIMUM SHUTTER SPAM•L+-OR 1-'FOR 30 OR klZ-5' 16'-0' ib'-D' 16-0" 30 16'-0' L-110 30 18•-0' 76'-O' INSTALLATIONS INTO WOOD SHALL tE UMREO TO FINN.M479MUM ALLOWABLE SPAN IS EOUN.TO THE 35 1P-10- 15•-2• IB'-0' ~35� 14'-10' 14'-10' 35 15-2• X05 pif.AS.D.DESIGN PRESSURE RATING. 1FNIM!j)A DETERMINED SPAN BETWEEN"L+'AM'L 40 13•-10• 14•-2• 15'-2• 40 13•-10• 13'-10• 40 14•-2' 15'-2- (3)PROCEDURE TO OETIDUME MAXIMUM SPAN FOR 45 13•-1' 13•-4• 14'-3' 45 13'-1' 13'-1• 45 13'-4- 14'-3' t Hv CORNER CENTFRMAIE°3 WY 8E USED AT ALL cOM81NAiIDNS IN BETWEEN WALL mownN05 50 1Y-5' 1Y-8• 13'-T 50 12'-5• 12'-6' 50 12--'-3• 13'-1" MOUNTING INSTA!LADONS.LOCIONO SPECIFICATIONS W/FLOOR/t�DJHG MOUNTINGS: -_--55 - -112-1TS5 tt'-f0' il'-10' 55 71'-i' 11.1--i' 71'-tSHALL BE AS INDICATED ON MVNUATORY CONDITION°2FOR A GVUd POSiME AS.D.DESIGN PRESSURE 60 11'-4- il'-4' 60 t0'-2' -11NOTE is,SHEET 5. RATING,65 10'-10- II'-I' 11'-11' 65 to'-/0- 10•-fo- 65 9'-5' LI+-DETEL(AX'70 to'-6' IG'-9' /T'-8' 70 XW-61 10'-6' 70 8'-9' - L2+-MAX.SPAN FOR WALL MOUNTING OUNTI,LP.l10NS. 75 t0'-1' lo'-I- I0'-4' 11'-1' 75 10'-1• 10'-1' 75 - 8'-9' X2+� SPAN FOR n•OOR/CQUNG MOUNTING 'f tE7XCEPT THAT MAX.N IM SWMM SPAN-L+-OR INSTALLATIONS. 80 9•-10- 0•-TO- 10•-0' 10'-9' 80 9'-f 0• 9'-10' 'L--'ANTE WXUUM ASD.DE59C F103SURE RATING FOR FOR A CJEN NEGATIVE A.S.D.DESIGN PRESSURE 10'-S• 85 9'-6- 7-8' NLSTAXIATIC4S INTO CONCRETE OR 00117CRETE BLOCK RATING: 90 9•-3• 9'-3- 9•-5• TO'-1' 90 9'-3' 9•-3- SW4L BE UA/ITED AS FOLICWS: DETERMINE, 95 0'-0' 8•-9- 9'-2- D'-10• 95 9'-0' tl'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L1-.MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. UNITED TO +64,-72 P.v.N.AND 8'-0'SPAN, SEE L2--MAX.SPAN FOR FLOOR/COLING MOU?M4G 100 8•-9• 8•-4' 9'-0- 9'-7' 100 8'-9' B'-4 MOUNTING©ON SHEET 7, INSTALLATIONS. 105 8'-7' 7-11• BC-9' 974' 105 Ti;--7'-1T- 110 e'-4' 7'-7' 8'-7- 9'-2' i70 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 715 W-2- 7'-3• 9'-4• W-.11' ,/5 _ W-2- T-3 SEPARATION 70 GLASS SCHEDULE MADMUM BEn,TEz1 til+ ,2+.,,-AND:z- 120 _ e'-0• 6'-11• W-2' 8•-9'- 1207 8'-o- 6'-11 (4) TO ANCHOR SCHEDULE''WITH Flt MAIMUM 15 7-t0G-8' 6-0' 8-5• 125 T-T •OpLLOWAIXt SAN AND NEGATIVE A.S.O.DESIGN 130 7,-8' V-5- 7-!W ._8'-i;. 130 T-s MINIMUM PRESSURE RATING 1O OELERuwE Hn1mNUM ANCHOR 135 Y-7• V-2" 7'-91 7'-9- 135 7•-r 6•-2• WIND ZONE 6Pw.m1c. 140 7•-s S'-tt' -,-7' 7'-6• 140 7-5• s-u• ASTM E-1996 SEPARATION _ 145. 7•-3' S•-9' 7'-5• T-3' 145 T-3• 5'-8' TO GLASS 150 T-2• 5•-7' 7'-4" T-D, 150 7-2' 5'-7- 155 7'-01 5•-5' T-2' 6'-9' 155 7-0- s•-s' 1 THRU 3 1" 160 W-11' S'-2- 7-1' 6'-7' 160 6'-11' 165 6'-10' S'-t" T-0'- G'-4• 165 6•-10' S-1• 170 W-9' C-11- W-11-__6'-2' 170 6'-9' 175 6'-7- 4'-9' 0'-9- 8•-0' 175 6'-7' 4'-9'T 180 -9 6'-8' 7-10- 180 H V B LA D E 105 6•-5" 4•-6- 6'-7- 5'-8' ISIS 4'-8' 190 6'-a' 4'-5' _8'-6' 5•-6• 190 6'-4• -+'-5' 195 6'-3• •-4'-3-- 6•-S' S'-5' 195 6'-3' 200, 61-2• 4'-2' 6'-4' S-3• 20D C-2- 4'-2- E 205 6'-1- 4'-1- 8'-3- 5'-1" 205 1 W-1- 4•-.1• FLORIDA BRONG CK(Non High Velocity elocity Hurricane Zone 9 2015 EASTERN METAL.SUPPLY.INC. ``A111aA NTT�lTu7p,. 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