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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 #-y p J '�j� # `i f•' $ $ r.s st i:. s ,s i�"G� a j �* ( Fit "tr.-',-D- r+ e ! BC's Home Leg In t User Registration floc Topics Submit Surcharge Stats&Fans PubbraUoos FSC Staff 6CIS Site Man ! Links search r.,tI:1�: �)�.:m..nt Busines f� ) „s``product Approval Profess&'n�"j yf t15FR:PublcUser Regulation Py111"t AnProvU aum,t 1 P—J-, nr Anrdirlatian Search>Atvffr..tkm I.1st>Application Detail "z, �'1 FL 0 L3f19-R �„.y..».''._.i+.+t. x .,, ,: Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 IWestroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eosternmetal.com Technical Representative Address/Phone/E niali Quality Assurance Representative Address/Phone/Emait Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer `/ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillil,Jr.P,E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/3112017 Validated By John W.Knezevich,PE J Validation Checklist-Hardcopy Received Certificate of Independence F1 18F, P5 vl rlv AC;('r)R(:riN, � NtL'Lj?..moi q 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 littp://w,..Nw.tloridabuilditig.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHII2v1vx5... 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 OS/07/203S Date Approved 06/22/2015 Summary o-......f...Pr..,..oducts_.--__, .._._.._...._,._..___._.._.._..._........._.....,...... .._-..... _._....__.._._.,�._._,_.___... ..,..__.._-. ----_ .. ...._..._......._--_�_...-., I FL It Model,Number or Name Description 389.7 Bertha HV Accordion Shutter-BWde 3- Extruded aluminum Interlocking blades retained by tracks(top and j Non-HVfiZ1-Dnvg IS-086 bottom)rot storm protection l Limits of Use Installation Instructions Approved for use In HVHZ:No F.L384 aA 11 A.c c-A.ln1i. GtzGvf;.;.;5-D1:6.tEts. Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third party:Yes i Design Pressure:N/A Evaluation Reports ' Other:Large Missile Level"D".Max span is 12'-7"for 35 psf positive ASD load and 13'-D"for 35 psf negative ASD load the HV3 blade w/o Created by Independent third Party Yes l window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-Sl"for 62 pst,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 IM? ! -64 psf.See sheet 5 rot other S ans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and _ bottom for stormmprotection Limits of Use Installation Instructions Approved for use In HVHZ:No FQR9 RFr_R 4.5.5.A.IN�_D4?ti'G_IS-0:35.ahf is Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. j Impact Resistant:Yes Created by Independent Third Party:Yes ' Design Pressure:N/A Evaluation Reports Other:Large missile level"D'.Max.Span is 16'-O"for 30 p.s.t negative f L':R9 Ry AE A.G.S.A iryC 7 ..R t)R ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0'for+64,-72 p.s,f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.r,for metals stud mountings and 8'-0" for 110 p•s.f.for HVI and HVSA working In unison.See sheets 7,11 and 1 20 respectively of installation drawings for other spans and pressures, I i 389.3 eerttta HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Dnvg 15-084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL39g R8 ii r,_y S A INS. t)R.WC i5-!3Ra_Wdf J Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Patty:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0-span at 30 p•s.f ASD load for Blade 1 F4391) RA AF- A.1',;.A.INC. n.E.R. bA;')i;15.n,14 1=o_t I and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes ) j respectively € Contact Us::1940 Horth Monroe Street Tallahassee FI 37399 Phoney 850.487.101 The State of Florida Is an AAJEEO employ t,Copyright 2007.7017 stale of Florida.::PnyaCY Statement:.Ac-451hitity Statement::Relun4 tita.em n t 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 matt to this entity.Instead,contact lite oRke by phone or by traditional mail.If you have any gnestlons,please contact 850.487.139S.'Pursuant to Section 455.27S (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,F.S.must provide the Department with an shall address If they have one.The enalis 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 detera the if you are a licensee under Chapter 455,F.S.,please dick hPrp. Product Approval Accepts: a'l'it Cil ltt�t i 1 tl tt'_i http://N,vw-vv.floridabuilding.org/pr/pr__app-_dtl.aspx?param=wGEVXQNvtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: I.BSRTHfA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVAIUJATGN DOCTTkIFTT MILD)IHlS BEEN VMnED FOR COMIJANCE 01 ACWRDA,YCE WITH THE 2014(Eth EDITION)OF THE FLORIDA BUILDING X. THIS ACCORDION SHUTIEN SYSTEM SHAD.NOT BE INSTALLED AT HIGH VELOCITY ItURiR1CAHE ZONES. DESIGN WOO LOADS SHALL BE CETERUDED AS PER SECCRDN 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC*DID SPEED REOURED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECNONAI.HY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MA WUM(ASA)DESGN PRESSURE RATINGS MUCATED ON SHEETS 11 TIM 15,10&20. IN ORDER TO VERIFY THE Alm CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA A- HV BLADES(D k BY MULTIPLYING THEM BY 0.6 IN ORDERED COMPARE THESE W/MAX(AS.D)DFSCH PRESSURE RATHOS INDICATED 04 SHEETS 11 THRU 15,16&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,ED.,AS TESTED,WERE NOT OVER SIRES=.A 33 R I"CREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED 14 THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-I,60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 SE H V ACCORDION SHUTTER STSIEUS ADEQUACY FOR WIND ANO LARGE MISSILE IMPACT)DAD VAIs IfEETI VERIFIED ON ACCOIRDM:CE WITH SECTION 1606.1.7 OF THE�MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44ATIL REPORTS, SHEET 4 TYPICAL WTNOO'YN BLADE&WINDOW DETAIL -N!BLADE 17+ 10214.01-03.10715.01-03.11004.01-05./1214.01-05.10317.02-06,/0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E--1886 AREA 2: HV BLADE 1�0.AID HI!WiNDDW B a (� AND E-1996 STANDARDS(MISSILE LEVEL%WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROWCOLS LARGE MISSILE. (WHERE APPLICABLE) -IN WHOM BLADE a 1950501-OB AS PER ASru E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2, 'J)BASIC PROTECTION ONLY AND 1 0773.01-88 AS PER TAS 207.PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALATION DETAILS A-F,CONCRETE/BLOCK SHEET 0 2.HV BLADE pi AND HY WINDOW BLADE® ARE E7K7INEERED 10 WORM IN UNISON WITH EACH OTHER UNDER THE GENERAL UUGATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M.CONCRETE/BL.00K SHEET 7 3.BERTHA N,Y.ACCORDION PINS(HY SCREWSP,USED AT BLADIS KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHhU_BE 1144275 AND 114x1.75'RESPEMUUY,410-HT MINORUM SERFS CENTERMATE DETAIS IN SHEET 8 STAINLESS SEES.SCREWS WITH 135.0 kv YIELD STRENGTH AND 180 ks;TENSILE SIRENOTH•F%S SHALL BE COATED WITH BERTHA W CNCROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROAEO CEtTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMOWA N SHUTTER SYSTEMS ASSOCIATION.PINS MUSE TEAR THE NY W.RKUNG ON T1iEIR HEAD. 4.AL AUIeNUM DoRI)SIONS 9HN,L BE ALUMINUM ASSOCIATION ALLOY AVD TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM 1700 STRENGTH FOR 6063-T6 A DY IS 30.0 k.AND 35,7 Ira FOR ENO CONNECWN DETAILS.1-6,0DNCREW8LOCX SHEET IO 6005-15 ALLOY. I MAIGMUM SPAM TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BOCK SHEET T2 S.ALL SCREWS TO BE STAINLESS STEEL 301 OR 316 ASf SERIES OR CORROSION RESISTANT COATED COWON STEEL AS PER ON 50018 WITH 50 W MOL YIELD STRENGTH AND 90 W MRL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SIAL COMPLY W/FLORIDA MJZD04 CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B.BOLTS TO BE ASTM A-307 GALYANRED STEEL,OR Art 304 OR 316 SERIES STA ERS STEEL WITH 35 IoM LBh'111714 YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7,SEE THE FDUJ(Y*ING SHEETS FOR ANCHOR SPECIFICATIONS:LTJ MADE 0: 12,73,14,15 AND 20 INSTALLATION DETAILS U-R,WDM SHEET 16 HV BLADE(D&fi WORKING IN II15NN: 72,73&75 INSTALLATION DETALS S-X,WOOD SHEET 17 DID CONNNECnON VEIALS 7--12&X:WDOD SHEET IB B.THIS SUPPLY. .I P.C`08f110N SHUTTER S15f-17 GEARS A U.S PATENT/6'779,582 COMPONENTS OF THIS MPROlAL ARE m'hT�O,IN WHOLE OR IN PAW 9Y U.S.PATENT 15'456,179 ISSUED TO FISLERIN METAL SUPPLY.IJG 9.8 SIMM BE INC RESPONSIBILITY OF TETE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE'AVER T SHUTTER IS TO BE ATTACHED 70)SURE PROPER ANC14DRA:E CONTRACTOR TO SEAL/CAULK AREA 3: W WINDOW BLADE A)ONLY AL SHUTTER COMPONENT EDGES WHICH REMAIN,THIRU FASTEhM 14 CONTINUOUS CONTACT WITH THE BUODIWG TO PREVENT M40/RAIN WMJSLD4. TYPICAL SHUTTER ELEVATION SHEET 19 ID,EACH UUITSEN:ACE MUST PERMANENT �LOCK ALL LABEL. IN NAM10(3.'SL�Wm1 WARMTE NG TJODURING PE79D5 Or HURRICANE WARNINGS,HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL LN AND HD � NO AREA 4- HV WINDOW BLADE In ONLY 11.SHUTTER WVNFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCI.TGN AT AOCORD*N SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE IAS:"L SMALL PC INSTALLATION DETAILS, MErA.STUD WALLS SHEET 20 PLACED FCR EVERY OMANG,LKIFUNG TO COMPLY WITH SECTION 1710,8.2 OF THE FLORIDA BUILDING CODE 12 BERINA KV.AC'ORIAON SNUTIE>a SISTEM'S MTALlA31014 SHW_L COMPLY WITH SPECS INDICATED IN THIS DRAATNG PLUS ANY RUILDNG AVO ZONING REGULATIONS PROVIDED BY THE JURISMIrR9N WHERE PERMIT F_Allu J TIT. 13.(o)TMS P.E.D,PREPARED BY EN'S ENGNEM IS 604E_70C AND DOES HOT PROVIDE INEDRMQGN FOR A SHE SPEGFIO PROJECr,T.MIME THE SITE CONOMONr DE,VNTE FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SA.''M OF THIS PRODUCT.BASED ON THIS P.E.D.,PROMOLD PIE/Stir DOES NOT DEVIATE mom THiS DRAWING SHAD. ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SUE IS THE CONRACTUWS RESP0PNSIVILITY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)11-05 P.E.D.WILL BE CONSIDERED LYMkLD T PETERED EN ANY MEAS (11 SRE SPEOFN PROJECTS SHAT BE PREPARED BY A FLORIDA REGISTERED ENGNEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RE.P0ISTBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACHNO AS A DELEGATED rNGOZEER TO THE P.ED.ENGIPW SHALL SUBMIT 70 THIS LATTER THE SITE SPECIFIC D%WN S FOR REVIEW. (e)OY;'G'NA.P.EO.SHALL,BEAR THE DATE AND Cf=NAL SEAL AND EX'SW7URE Cr THE PROFESSIONAL 0404M OF RECORD THAT PREPARED T. nut FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone J'AA„ti�>rR A.T/�Ar�,�� 0 2015 CISTERN METAL SUPPLY.INC. (� �' = "TE --�-�_„ BERTHA HV x t 1 L!E C O x A.S.$■A. Accordion Shutter System Hv #, w/az w/o ttv,x+rms CEDE American Shuf1E7F Systems ,N DLSGP:H ay UATr 09"N S, ML 71W7 TESTING&ENGINEERING COIAPAtEY Of. OF ISIS R.M. u.s.E.Sos.ema:A CACOS ILMI,331 Association, Inc. r OLD!L-1 S? 4/I3j15 TATE +/13/1s � (305)871-1530.F..(305)Sn-153N 4268 Westroads Drive z ,�AG\A 4EOQyrwa West Polm Beech. Fl 33407 3 DRAWING No 7jA QNAL E��AAA�' WALTER A Tru a.PE 4 15-085 IRE. 5EAI N7§IL'1 iIJRE/DATE nnR1x L c 144,67 6 SHEET OF 20 `'y� ]Y rat ewaTl p1fS� Vq . V�+� 1,481,• or ]. �. .®• $ o Mn•. a °1a ° 09 4.J71 '1 •c 4_30* •'I 4, r ..999• _ ,' °t °3 (jV UNIVERSAL FLOATER T �HYSfARTEt�' COVERED UNDER US PATENT 5458179 � QUALIFIED R USE W/ t81JQUALIFIED FOR USE Y1/ NV BLADEO l41 HV BLADE g HV WINDOW BLADE' 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W FIV 6063-76 ALLAY AND TEMPER 1 'SEE U!A17ATIONS OF USE OF BLADE BLADE ON SHEET 19 6063-T6 ALLOY AtID TEMPER 6063-T6 ALLOY AND TEMPER23¢"—�_. _... 7. Jp' x.sr0' m>a ; 3—"�_a• i.�..._.._. 434• 5.000• VD, 7,n'6' J 4.697- -F �J d -�._ �7?�•. ..A15• 7.092• . 007 _..__ �HV ADJ. ADAPTER W/UP OA7a• �a, .920 3. 6' �• OtlAUFIED FOR USE Wf HV �1•ly WqLi(-OVER TRAM ©HV ADJ. FLOOR TRACK BLADE(1) OUAUFIED FOR USE W/ HV 9OHY TRENCH TRACK ! x5s �. 6063-T6 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/IIV QUALIFIED FOR USE Yl/FN 6063-76 ALLOY AMD TEMPER BLADE()ONLY. 1:i HV RAINSUARD BLADE( 6063-T6 ALLOY AND TEMPER QUALIFIED FOR L15E W/IN 5063-76 ALLOY AND TEMPER _94e BLADE 11 I• 1'915 VARES 1936' 8063-T6 ALLOY D TEMPER 1 °vI 191r .09 N � d • 670 - • sm? 1.ses' � �� 670. • - 11� HV .CEILING HEADER 1 H A 1 13 HD CEILING HEADER/SILL F-7,13EI O IflEO FOR USE Wf LN BLADE��OYLY, OUN.iFT• ADE 7 ONLY �•,' 6063-T6 ALLO AND TEMPER cLuuFIED FOR use w/ HV BLADE`T^1 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALDI SEF. SECTIONS FOR VAUDUY. QUALIFIED FOR USE W/ HV 6D63-16 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LAOE(I ONLY. 6063-T6 AI.LOY ANO TEMPER 00MPONENT A 8 TI T2 % Y %MKYMN L 1( 2' S•M+x 118' 1/8'If J' I 3' IO.C90• 0t 1 1 2' S•M4YV4 0.192' 0.192• - 1 SIDE ANGLES —- - -- CORNER OUALFIEO FOR USE K'/FN ALUMINUM ANGLES C19) 2.5' Y wx.;j POSTS 0.140' 0.160• QUALIFIED FOR USE W/HV BLADE 4UWFlED FOSgUSE Y1f HV BLADE 1 BLADElt1 ,,GG'����� h7 Y" 6063-18 ALLOY AND]EMPER 6• ^10.134" 0.137` 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ONLY. 110RD.4 BUIEA!(vG CODE(Non High Velocity Hurricane Zone 'k N.Tit J. 0 2015 FASIERN METAL SUPPLY,INC. Q� ��GENSF :9 BERTHA TT1 A■S.S■A I VTV to IdG. ■ Accordion Shutter System N.V.BADE#1 W/OR W/0 H.Y.WHOM BLADE = American Shutter Systems D6C.IPIIDa TIWT TESTING& ENGINEERING COMPANY 1 vArz CRAW 0C ML STATE OF i W53 X.Baa u,.r.ax.Y3Y,SSA sMvo.s.RM NI Association, Inn. r O A 1I-t92 //S3J15 OA E 4J13!15 .qq Pic.:(335}871-1530.F.;(305}$71-15:1 4266 Westro0ds Ur ve 2 :spy•. 6\ w oaoacom West Palm Beach, FL 333407 s r I D2AWtNG No s—ass "IRS� NA� �..� ameA"001 A Tait x.RF 4 SHEET _ P.E. rd( f' RE/DAif u,_ u+� s 2 0 F 20 4.576' fl-M Ww I 1/'-1W1/' m3111, , .......... 2 H"TWERMATE QUALIFIED us W/ w GRESS LOCK OUALIFIED F E I ONLY HV FLOATING CENTE! # I MATE (Bll OE 6063-T6 ALLOY AND TEMPER OUAUFTED FOR USE W/ W BLADE(q&UONLY BLADE 1SLADE ONLY. 6065-76 ALUDY AND TEMPER HY CORN R C HIERMUE CVAUFIED FOR USE W/HV BLADECI)ONLY 250'O.D. Ir 7,874w 6065-T6 ALLOY AND TEMPER PLASTIC READ MOLDED TO 1.756' 4. SCREW 53. 360*AFTER WETING BEFORE 1/4 RIVETING "9-20 x 3/4" ;z W, S,S. THUMBSCREW 1/4-0-20 RIVNL9* 9-AllwKw QWT3 ALL"LAFME nA4M TIN %arr hvfuw.PW f wm As IVD--V=�A%M 4 D?2* Claw Ma0w. PUV `yFIM14 0EVAT.W HV MALE -T" I OCK CEN19RM E 4, LTER T. LOCK CENJERM MALMO FOP BLADE(I)ONLY HV FEMALE ';'[6Ck CENTERMATE 0 HV 'T" LOCK HV VE LOCK S QUALIFIED FOR USE QUALIFIED FOR USE W/ HV LOCKER FOR 60G3-T-3LALELOWY/ANH0"TEIJPfR OUALJFTED FOR USE W/W BLADE51 AGE 0 ONLY. QUALIFIED FOR USE W/ IIV ELADE 10ONLY 6063-T6 ALLOY AND TEMPS W/HV BLADE 01ONLY. 6063-76 ALLOY AND TEMPER 3.161 • -A '1'(L-x-32 fl, KEY ClUNDER ta, OM03 .21 2t4 4 75 L 0 12 1 HD CENTERMATE W/ NO LOCKING ROD C D QUALIFIED FOR USE W/IIV BLADEQ)&JA SET.J' o k 6063-T6 ALLOY AND TEMPl. ER FOR USE W/ HV BLADE(q&1g 6063 TS At�,YX,4�',rEOLV MP HI) CENTERMATE'S fNSERT -:-73-0-S 1 6063-16 ALLOY AND 1- w t1/2, DER 1-3 ISM MAIS?. OR 1.5 U� CyliNDER 1.78'U- 74HD LOCK ouAunw FOR USE W1 HV SLADE-EiT a AJSl 304- 6065-76 ALLOY AND TEMPER HY 3LS-0-16 ACETA BY REGEN!HARDWARE WOFITISE LOC<S SERIES M3 HOOK DOLT LOCK, g - -- 'ZSERIES S.S. THUMBSCREWS 0 OUALInED FOR USE W/W BLAVE(D& OA (PINU.FALLAT1,01N WILL REQUIRE A 7/15 HOLE IIF QUAL TO FOR USE%V/ High Valoelty Hurricane Zone' 'T -DMENT QUALIFIED FQ BLADE KS FOR PROPER EMS %AMI!V�Q)v rLORIDA BUILDING CODE(Non 0 2015 EASTERN METAL SUPPLY,INC. BERTHA—HVTm zAccordion Shutter System /71 Ll E C 0 A,S,S.A In KV.RACE#1 %/OR W10 KV.WHIM RADE E American Shutter System. ZCV.sa VE&CWT01 I DATE I Ww N iW A L TILLIT TESTING & ENGINEERING COMPANY Association, In OLD 11-19: 141131151 mg-, -;7-1.3/15 =..* Zell a s".'°s,Wscm d'Arer. wim F.i(.10S)571-1531 1,268 Westroods Drive 2 — Wtmoo 4z za M QARwTNC No West Polm Beech, FL 3.3407 1 15-085 %ALM A.TlJ-UT P.E. P.�.. SEAL/SIGNATURE/DATE A.GaQ4 L;--1"167a EET 4�SH3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV ll,l HV UYJ 3/8•or- 12'UIK ~ CE d1 1 TaSLAETe J O HV BLADE 1 HV BLADE 1A `� ,I? i 1Nv WINDOW MADE .0025 i. ® HV LONG RECESSED NYLON BUSHING I ,c ,li KN5UCXLE 'P OPF1 0625i'�a75' Y FIV SHORT RECESSED NYLON BUSHING o 'er' �I ., — „ _•• ® ITV NYLON HAT WASHER OOR �y �� f MT FOanoN �•? �� 3 - l.Y HV WHEEL CARRIAGE AISI 302-303 SERF �� I I °'_4yg' 4 EI•. nI 44 ffa2fT5o' X 0-870-X3/116-THICK NYLON YAiEEt. CI'J- I ® Ni=i= N 2 7JE MN, /"� 11�YY71A00V! 0.188'9 A1S1 302 SERIES S.S. RIVETS T 1315 a Nsos. r , n �j FIV 1 3/4"ACCORDION PIN W/ ¢8 HEAD * EXTERIOR� II S,AOE N 5 3/a. I a7u�3 0MAIE / CN /4- •.` - .7500• ® HV 2 3/4'ACCORDION PIN W/§8 HEAD * .I dl -+.Sri"}�• I•� � 4 POLYCWONATE IMPACT RESISTANT HV MR ECLEAR 1 I F%E T;-.-., r TYPICAL HV WINDOW BLADE AND (D ORPOLYCARBONATE HV WINDOW DETAIL ® TE FORuENTS) i (DOR(a I POLYCARBONHTE IMPACT RFSISTANT t�1Y1110Ow I ��_ BAYER MAKROLON 3103 POLYCARBONATE ( 12'u A,, . RESINS, UV-SIABIUZED GRADE OR SABIC +kPIN 9EQUIREMERM AT EXTERIOR BLADE KNUCKLE FOR s 4 r TO MADE tz}T INNOVATIVE PLASTIC LEJWN 103 RESIN Hy 1g ° I i O OR® I 1 I L.) (SEENOTE "f QN SHEET 19). O I '• (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR - N BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HV lO Oft POLYCM80NATE SOURCES FOR 44 HV(9 BLADE. ! EXTERIOR rater TYPICAL SHUTTER ASSEMBLY , PZIVCR+;m N.T.S (2) I IV PIN 0 MAY BE USED IN LIEU OF®AND ONLY Al 7 W%N Q 0ptt.IaT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D o0.32t' ! BLADE'S KNt1CRLL. SEE HIM♦FOR crlu n un ant Bou mf++' onu:cin' BLADE WHEN CORRESPONDING TO INSTALLATION "Il-, SHEET 7. 04 0 3 '{ ( REOUIREMENTS) ._ I TE..£IUD 5".i TI` A DM C,aPO P+k 9,SpP A+.i. 1 firYIJRN,.`i14R1T.1 11 1DLa —OTIC txsap P.fi 17,4at pal. (3) HV PIN @ OR fl3 W/ 1/2` O.D. i/16" THICK S.S. WASHER C&�0 nmmu muas mn ar+o a Dom P,i wm v, SHALL BE USED FOR DIRECT MOUi:T INSTALLATION PER DETAIL X, SHEET i i € amcwD COD �x ASM arse +a 71_71/ n n-A WHEEL CARRIAGE DETAIL ;J( ""` Ma 'a"' n.t EMBLY LAYOUT vATr Ix mnaa v 5rs3 c-t au G+awss Mv'rsmwn rsn Dexo +ow T MT » astu c+s5 nv=S1Da , A= Ar^7r alb vIaI P+t R4W P+J. 1 HV BLADE SOLID &�A HV WINDOW BLADE DETAILS '°,'c""a w°t"'"°` �° ""P FLORIDA BUILDING ME Nan High Velocity Hurricane Zone ss 205 EASTERN U60 SUPPLY,INC. BERTHA HVTM 71R757icon. A.S S�A, Accordion Shutter System HV.DAVE#1 W/OR W/D H.K WNDON BLASE American Shutter Systems MV,NJ DM=Pn , CATE ay+N e„ „IL T1LLT TESTING & ENGINEERING COMPANY 3�NAssociotlonW Inc. + OLD 11-1 92 4/13/15 WE: 4/13/15 O: ATr;OF :'� ssss rr. r St.�m.lslcw woaWs n�m_.1 M10! C Fb—:(305)571-1530.F.:(305)VI-tut 47.68 Westroods Drive 2 c1S..ORIDP w`: a-mot :coo,d.�aa West Palm Beach, FL 33407 5 DRAYtNC N° /ANAL ENGP `` T°'a rooausn"'W.ar t 15—Q85 P.E. �` ++Q1Ql tRE/DATE n°9°A 11`!X4167 6 SHE;OF 20 J' ( *NOTES ON HV LACKS AND CENTERMATES: Y N S T U 1.1AANDATORY GONDMM it:ONE NV LOCK or SHAD'BSPANSE USED AT 1/2 OF SHUM-R SPAN FOR AYY SPAN A O C O urra k� OSH SPAN F]EVA110N FNE LVE )mor 92:OF BE USED AS AliFINSi OR UOUiSOE P TO LOCK,ATTACHED TO AND FOR 7 CENFERIMTES W/(21 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.U.S.LOCATION OF LACK SNALI BE AS INDICATED ON TYPICAL SHUTTER REYA110N. lJ« LOCKS . .�a O MAY BEDUSED ASFAN INOR SIDE OROUOUTSIDECE OR FOR LDCK_CONNCTIDSECURITY F LOCKS TO UP 10 TWO HV CENIERMATES OLQGDN70 LOCKS SHALL BE AS INDICATED OBE AS INDICATED ON NOTE(1) N MICA.SHUTTER E3EVATIDN. t 3. xMQ ONLY WHO A M?E USED N.V.Incxsl:LOCKING RODS ARE HOT REQUIRED AT HURREAA*NE POSITION,BUT MAY • 4` 6DdS.OjT"(�4�� -Q�«'` BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCIQNG PODS'03 OR AN ALTERNATM DEICE ry MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ;,`Hc 4. -ONE Kh•TACK Q S1W1 BE USED AT CORNER CENTERMATES FOR ANY SPAN A AND INSTALLATIONS AT All,ELEVATION,HV LOCK I2 or®SHALL H£USED AS AN OU 1 OR INSIDE TACK, rl ATTACHED TD 0.�CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.MS.TWO LOCKING RODS AT TCP&BO M SW3.BE USED.LOCATION OF LOCK S1W1 BE AS INDICATED ON TYPICAL S4UIM ELEVATION. [[d11 14 RNXMLJ SHUTTER SPAN SK-41 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 11`! K Q O 3 p)i ONE ALTEIMTE HV LOCK QQ MAY BE LUEC7 4Y UEU 6f}N LOCK �j Dr FOR Attr SPAN AND .(� tJ INSTALLATIONS AT ANI'EN.EVAT70N.AL7ERTLiTE LCCK 2�NAY BE USED AS All !"aF OR OUMDE LOCK.ATTACHMENT a�ty OF 1/4`0-20x3/4'S.S.THUMBSCREW TO 0 OR @ CENTERWATTS SHALL BE WADE W/1/40-20x3/4'ALUM. f T NQP"'9m— p aw b,c,� RNNUT AS SHOWN ON SECTION HVE, SHEET S.ONE LOCK SWl BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. _ 61 uiurytTORY CONDInDN FOR KEYSTONE MI A1IATION^ ONE IN LOCK 0 or @ or @ SHA:1.BE fI]) USED LO D AT 1/2 OF SHUTTER SPAN FOR MY SPAN OR 12'AWJE OR BEW 1/2 Or SHUTTER SPAN FOP.SPANS UP TD 96IATI '.AND FOR iNSFAL0N5 AT Aw E1.EVAIIDN.LN LOCK(j or 0"23 LAY BE USED AS AN W90a OR OUTSIDE LOCK.ATTACHED To e3 or 0 SWUEMCAL CENTERMATES W/(2) 1/a--20% 1/2'LONG Iva HEAD S.S. SEE END... MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHVITER E).EYATKYN. USE Or LOCKING RODS 01 W/Q� CONNECRON 1 1 E OR(1,),TOP AND BOTTOM IS COMPLETELY MANDATORY. DEVILS ON D r SHEETS fl h IS H1y1/—l'Fy T rTaL i+ *NOTES ON HV "T" LOCKS AND CENTERMATES: Of CORNER 1 ccrnun YTERNa7F TO 11,+Vna7DRf OONLMION/1 YAUD OMY FD77 LN'i_ I,G, ( AND 3IA0c 0_&3L CENTERIVATE �,ONE AI.TFRNATE HV'I'LOCK b MAY BE 1 ALLEO IN UEU OF HJ LACKS�OR p$FOR ANY SPAN AND �Ow�a+10•�3 v' INSTAL1AT10N AT ANY aEVAw'. TE I. !MY BE USED AS NJ INSIDE OR CH1T51DE LOCK ATTACHUW. ry� OF LOCK(g INCLUDE USING REINFORCING '!,w5 SHOWN ON SECI0.Y h1C,SHEET 9,WHICH MUST HE ;� . m .—_..-...... CONNE=TO CENIEIMATES @ AND @ W/ 1/4'0-20 1 1/2'LONG.3S.THREADED DOLT Wj 7/6'0 x 3/32' r. wmNUT OR W/1/4'0-20x1'SS.M.S.INTO A 1j4'Ox Sj8•RTVNW LOCK MAY BE INSTALLED AT MIDSPAN OR 12• MA)MM M ABOY'AND BELOW NIGSPAN.USE OF 7W0 LOCfONG RODS 4�70P AND EOTOM IS MANDATORY. Ips`p31«fiU�•Ids DAt ESA *NOTES QN HD LOCKS 8c CENTERMATES: lDC1[(S�LY1 HD CEMI6NIATTS,{ OR+S W/III ONE ALTERNATE HO LOCK MAYBE USED ttl UEU OF PICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS OR S TOR AKY sPki mo L%sTALIAioNs AT A•tr Euxim ALTERNATE 10 LOCK a uAY BE USED AS AN INSIDE OR OLRSIDE LOCK.ATTACHMENT OF HO LOCK 0 TO®IS W/3/8%3/8'F.H.SS.IAS.,AND INCLUDES PZNFORCEIA94T INSERT I*AS SHOWN ON SECTIONS HDO-HVO AND MDC-INC•SHIRT 10.LOCK MAY BE INSTALLED AT WDSPAN OR 12'MAMMUM BELOW OR ABDS @OVE IJIDSPAN.USE OF LOCKING ROM IS COYPLE ay OPnONA:- FLORIDA I CIE on High Velocity urr canD ne , m 2015 EASTERN METAL SUPPLY,INC. .Lae ccnC �� BERTHA HVTm �E C a�N�• A,S,S�A� Accordion Shutter System" KV.BLADE#1 W/CR W/O KV.WWW EVADE TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems DMCMw DATE DRAAW ft. M.L o: Association, Inci aD 17-152 4/13/15 CAM6,1;/1 . �. STATE OF :A� 6=Nr.3 z a s 32.WRC.A Wxul$.FLORgs u+ F..:(32s)871-11Y1 4288 WestroadS Orive 2 —DRAWING No m=�� tr000d« West Polm netch, FL 33407 ; ,S�Q14AL -LTR A TUPE 15-085 �rr 4,T/�31(SNtl1ti1�RE/DAT[ ncruA 1 c $4410i Slj5 SFIt�( P.E. OF 20 ONCRE(E ANCHORS POURED CONCRETE POURED (SEE.STIIEWLE Ott OR CONCRETE BLOCK PDUI CONCRETE SHEET 13) RECURRED 1/4,-0 2W/4-S.S CONCRETE /NfrY•RRED CONCRETE NXDfORS UACT€NE SCREWS REOURIcZI .. CoNCREtE uxaaorNs ) I(�t 8 raa as tstiE agatlrl.Lvi a+slssr>) (SEE SCHEDULE ON rr/t/4•-20 JV (SEE SCHEDULE ON SHEET 13) �- SSEEr u) Huts a 12 o.e. r J r W.. V4•e-20<3/d• o7- 4 FE E0 �� rtae. SCREWS EO EO ( _ USIM 1/4-20 PUTS -•� 19 O 12.D.C. 11; E.D.' /2 .25x•Na.. [, N I 3 OR 5 u '!� ___ ��— I ' __-13 oT IS 2SO• J � � -.750,We L OPTICNAL I I 4 1 1{K 501iiNlal 1 • TO 6X3 ASA : 1 i-fll m ON S4II • ' UN.SEPNiAZ C TO SHEET I ,f mR RXc m.ro I 1.OR �A ( ExsTLvs�—(SEE srs+imnE eN sHCEr 11)"`_ 1 a Dat 10 rav 1 1 I cuss flnsnNa w�coNe EEU.Nmaxu710N TO SHECLAET I 1 _ ..... '"(SEE scHEnvLE off siEEr 11) A }�V WALL HEADER INSTALLATION cus --- �C HV WALL HEADER INSTALLATION (B) HV WALL HEAQER INSTALLATION 4 KEYSTONE E 0 TINO ,_.._._...._._.. ; UM.SEPAIVWN TO GLASSOI.ISS•.-. fpy a � ��� $EE SCNEDUIE ON SHE-711) Wt A alSS 11x' 1 1 — cR ' U .SEPARAMN TO MASS t nasslNa_! I N,mxC a sm f1: `(SEE SCHEDULE ON SHEET 11) H A:N RA¢9aa-' eN Sift Ip aAade Tal TxlsnN^ f wnomL .. i1: F/2 � IOPItOYM. i . 05 19 Eo -/ - _._ a _^ 12 OR1Q4 1 .. __ _- '�.,.�_1/d•o-20.3/4.5.S. M --- �rp I}f PKWPS 1RUSS HEAD 1/4.0-20.3/4'S.S.PHIWPS U/LIT NE SCREWS US Y ___ ONC2E7E AaGyC.S HEAD wohnE SQIMWS r� CON:�TE MOICKs 1• -20:AAS o 12-o.c. (SEE S,-HE=ON W/ 1/4-23 xus o 1e O.C. t POURED CC"CRETE SHEET 13 (5&.SCNED{RE ON SHEET 13) 1 �N'''Y OR CONCRETE B:�'K ) POURED RETECONCRETE_l ttt ' OR CONCRETE BLOCK __ �...J!._ Si+NCRE'1'E ANCHORS .L•-CWREA HALL REawRED ); HV WALL SILL INSTALLATION PCU.RED aDrr�ETE� (SEE 4SCHEDULE ON }�I�WAL,. SILL (NSTALLATIOM OR CONCRETE BLOCK WALL REOUIRID HV WALL SILL INMLIATION NOT5 rOR`"MR'NA'""OP`Eena"`' INSTALLATION DETAILS W/ 1-SEE.SHM d POR 117CAL BUTTER •C.0.-EDc'_WSTAYCE ASSEMBLY .:,LAE am Sar 19 rax r H V B LA D E 2- MOUNILiO SECNONs CAN BE COMBINED (SEE SPEaT1CA1WM15 ON SHEET i3) LADE 1!am SHzEi 19 �, 24 ANY WAY TO SUR ANY INTWIATION. nuuuN FLOMDA BUILDING CODE Bion High Velocity Hurricane Zone 0 2015 EASTERN META:SUPPLY,INC. A BERTHA HVTM ' 111 �—Eo ,ra�. . Accordion Shutter System�v aAE1 w/CR w/o ILP.SNNOWJ H OCE /f� //� = American Shutter Systems �,,,e„ ,ATE �A�„a,; M.1, TIUIT TESTING& ENGINEERING COMPANY .S ATE OF ;t4,4�� AasoCIction, Inc. f OLD 11-192 t/13/;5 EWT 4113/15 9'•, esss N.,..36 h a m 3�rwa1A cA�s,ruo s.: P„o,,,;rm)821-1530,F,;(3C5)82f-t STI 4268 westroads Drive 2ORAWTNG No f .-•G� .t¢_«000r<cm West Palm Beach, FL 33407 3 15-085 ONAL1Eh,,.��` Wt', j1N1G7E 5 P.E. S9Q" Y�NATJRE/DATE e SHEET OF 20 -- -f CONtl:EIE AtICIIORS _,..�_ ' ••---t4... POURED '1 I un.rnvwtw exNaeErE (SEE SO4CMAE ON Baur u) m C AZ(2E 1 OR Qty aasnNC {� m aAss ; RECtRR40 , EDCE OF 111i r�01 0,.o T" T 1 --7AD R' i W ORT t0 NR T BAOa5ma� _ .. (al / �xl O. AFLAC/.DI.E DCISicLAssN•� \ •�¢tT iij \ � �J � , ruER•:ArE '� � - �� � 'I 1 .I. r I /fog/a'RD WASHM HFA(7 i t OR 13 On 15 a J/aj7m,. rEK sa:e7s 6 12'O.C. CONCRETE ANCIIOKs i e/1 (SST SafEIXJLE 0.4 SNF 73) 1 MF7.lG.9LE EDGE OF D NG ' apm Or---' �t;/ SlA3 IF - SLAB ff 1/2 1 Encs OF APP+0 1 I 1 sAj7 m l�' L TO QA=CLU ANUfl&E o. _o. smrvinE POURED f E.D. Co�EFE —FLAT IW KILE ON fm 14) 'sawAa a s� CONCREIEJ AEOVI ED CSE SCNEDi1tE 6N SIIL�T 74) i 71 m n R m o ♦ PC 1RED 11 _... __. .. _ R W)DiEp ieAO-CONCRE FLANC1iOR5 amen tJ 1W 1 OR Q� CONCRECD ..a -<sEE scHLnu> ON'sit -.4) .TRENCH INSTALLATION 0 QALY FOR UP TO+70.-75 PSF AS.D. �F HV FLOOR INSTALLATION t (D HV WALK-OVER INSTALLATION o��ESSU03,� rnaa A FOR SPANS PER LL HV CEILING INSTAATION E �.s CONCREM ON-7w aJ'I7"t�r ie') i/Ve NM EVILa(16"M M/ mr to ' FJaSTINO AOA4CLD nWiDrOfJ1 tx sm+c E%bT NO - rwo m=m 1/.'D rvi'm I 1lkx /+• Imo. a �/, Imo,TAPD.,�,o a' ' 1 ae mew 70 a o sP»+Aro 1 ae m souc UROG,rnw srrlAlrt A7 naer rAti,Dm+1rlx ( ( (m)(ME NOTE tt LAM n7 -` 'NEx � ( i 7wwn+ ®--� a/a` TIEK SCREWS^9 ._ _ scam.suwur 1 Tv --- �I11 ./ (174x3/' HIX NFJD 8' D 1?'O.C: I' 8' 8 11r _ 1 [•,7? f/4'h2Dil/{•55 YS OR SCRENS O 9'O.C. ' CONCREM ANCHORS _ ('j 7 J/ J14z3/4'S.D.S. ! I i i i 1/4' tt,'• 7/{'•-Ja nm tht 1/4'0••20 S.S.NS. 5EE Sa1EDULE ON E 1 4 -y .O O 9'O. C. LI¢s. •�'! '..i: Y. o tS 0,4 W/NUr O 9'O.C. ( j i 1 ' ) EDGE 17 oR 18 1/2, _.,•' 17 18 >!� 2.00 MIN. °°sT°TMV`c!(btcaz a4 t PW 1{ DmI 1 I •.,... n 1 51?H 4 �74ri.1/4'r.N.S.O.S. .114`j. fE / '' 7 i/6" ii 7/8- J _ APPUCAD' k—couaifTE ANCHD+^S NxIE IY,D) // i SCE INTI[i3(U) ( �e' 0 OR 00 RET. LO (SESx- SCNEOUIE ON ON S4SEET 1 POU-IM CONCRETE` OR CO•.j"-'TETE(31DC)( SIe.Er 14} OR CONCRETE BLOCK REWRED REO?J!Rm ►A KEYSTONE MOUNTING INSTALLATION "arm- POLERE�-� K HY WALL FLOOR INSTALLATION W�(6A.L ASIL ommm PR=M.,•CA-n I# cONCRErt O FIV WALL WALK-DYER INSTAI„LATION ua iwi sming,SPAN C-T RECuaED Q HV RAINGUARD INSTALLATION t hm SRkLL BE NOM FOR CMADM&T*4 OF SIMMIR: t RMEjGiovn m+PErrc7aF {F D. EDGE O+STrJ+CE ADJACENT TO AN OPERAMr.EXIT *SEE LIurtA710N,OF 115E FOR I-SEE SHEET 4 FOR r»FCAL SHUTWR (SEE SPECFCAT106'S ON-4 is 13) OR�rPANCE 0-( Q, SKEET 19 INSTALLATIONASSOMLY DETAILS W/ 1) HV BLADE 2-UOUN11WO SECTIONS CAN DE CC7em IN A'ir WAY M sur Arm LNSIA LAPON. FLORIDA BUILDING CODE(Mon H. ti Velocity Hurricane Zone 0 2015 EASTERN DEV&SUPPLY,INC. BERTHA W. CENS '�� -- Accordion Shutter System w ■ ■ ■ KV.RAM g1 W/OR w/0 FLV.WWW E ADE *i ��j American Shutter Systems acscRwN WE w N,N„ uE PWT TESTING& ENGINEERING COMPANY a'•. WE DF ,: , , ,E �.S,.J�m A rA ,s nas,,,, Association, Inc. I OLD 11-*2 4/)31)5 CATS: 4/16/15 (xs)VI-I&V.Fin:(sw)a.1-Is31 425$ Yfesiroads Drive 2 DRAYANG No —,0361— West Palm Beach, FL 33407 3 F ' '��,.� D91:.0-On0a719 15-085 'Aor 81011 A,'' 1t` www A nun k•P.E. 4 P.E. SE/I 77SI�1NA E/DATE rLexcu Lam.;441c7 a SH7ET OF 20 i SEE END WALL CONNECTION DETAILS ON �}�ETS 10 a Is SEE WtS ON Loa:tNc ewS®.Ki LODS{i+ OUT J IN r -DU511NG CLASS INSTALLATIONS W/ 1 HV **^V''AL�TE 1"moo'@ON%1M S. fJ BLADE W HV�I CENTERMATES UW�CUML�FN�0 j °�°®•�°°®�10 ®° L! OR SEE i;N. D W/�LL CONNECTION I 10•p�''�`pw t�'pw �MS'UNC CLASS © o o�© o•®a p.®ml"J•@ Y -__...... 6 1/2- 7---- - ------------------ @ -— (60W Te ALL01)�1A` OPPOSING AvciEw/(2)1/4 Upco'n i/2' 4®•® r SYMMETRYCAL A14140;TQ oaNczErE � CENTER CENT-W` T-ES (TWO01,CNd)h ..-tL-- .. M,N.S'EPAPAnGN (4)f10a1/3'S.LLS.R7 N3E f1os!<`S.N.S 0 12' W/ HV LOCK or To crass 1 oc.rvu.1Fe:arr. _ W/ HV LOCK or 6Y AT EHsi tdt4tiG(711'? I (SEE Sclgmv£ IN L: 3 w+SHLL 11) I = — ------- -- — - -- -- -------- ---- 5 ----- --..—_ 1 pwpw©.��®aro•p� ��_— Q Vr HVB OUT @ a�-*- to•p�Q•I{ ©•p° HVA ©�®ce� Odp>,D.Qp HVC PC'11100Np7E7ECAL O --E70S1CtG G1aSS W. =W.W. ___ __. - ------- O•�Z7 O cL tic ©'•®"0•@-08'®-` SYMMETRICAL s 7 '°s ° 1rr.Ssxr,RaN �� �v�� _�wo 9• — t 5�\-C�S CENTER S IN To sass 5 �/ �'J I 8 w 1 8 a 8 w / ro ®' *\ w HV LO 6 O ®'� �.©�®`p (a4 sNR iij — ! f vN "'T 'SEPAw,T10N / s"c ;� IN (err ) ----- --- ------- _ J I t / r0---U-T--1 1 Cor�+cazErE � Q.C. t - �MQ t ! i vAms — 1 oUT _ HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone til1N,1111i111h/h,I ®2015 E/STVRN MUAL SUPPLY.INC. ``,,�,P��ER A:rrttr✓ BERTHA HVTM EN /� S Accordion Shutter System T1 L E C O I M C. ■ ■ H.v>MADE#1 w/CR w/o KY.WNDCfS MADE American Shutter Systems UX NJ o•=WPD+ DATE f TILLIT TESTING t4 ENGINEERING COMPANY .p'. STATE DF :;2-� ¢��xx.ns_n s.rc.acs,timaen c+t.^x�Ns.ra�u ar. AssoeTollOn, Inc. 1 a<^,t I-t 8z 4/t3fi5 rw=_: a/i3,ts ------�. pr—:(xs}s7s-,s».r:(sas)s s-11]1 4268 Westroadn Drive i F p: `� e-mol:Grzcaood.cnm West Palm Beach, FL 33407 z L DRAWING No ��OFF �O�t�• G\�``�� Ee-4S�6719 4 ,, ss+!'.gg•L��, ,,, 1 ALAR A.'.LW L.P.6 15-085 P.E.��CtlLlaitii�i E/DATE ra:w U-a"167 S SHEET 6 8 OF 20 POURED CONCRETE POURED CONCA:M �'DURED CONCRETE POURED CONCRETE OR OR CONCRETE _ _ OR CONCRETE OR COICREIE CONCRETE BLOCKwAD. REQUIRED CLOCK WALL REOMM" BLOCK WALL REOUiRED BLOCK WALL REOUIRED -I YExt577.-,GLASS /--EASTINC C_R{SS CON AHCROR f^•FxSTL30 C(AS5 ( 7SffMrw - ( —-] �(�1'2•NW FYt511N:CLASS 2'MIN, — TO CUSS(SEE �J` r ARL SUWI-R1 SC,SDUI£ON%4Mr t&'1.SEPhWY.ki i I 1ffiN.SERAMOT EA EA ID UAGS(SFE ,I RJR RALE onu TO��(SEE I TO Gics(SEI SCHDAE ON 9fET 1/16-t3-VAX.- ON SHEET 19 fell SCH1S MUUE FOR BLADE(0M0 SCHEDULE CN SHEEr 11 FOR BACEOMD (6063-TS)CONT. MARES©&d ON SHEET 10 RR f/2• 1U,�4TADEE f�eR� � ON 947 10 FUR ALUM,CLOSER (EmlMTESLDE �O&© Puri(LaATEC ,fz 1 \ ascEsm&t*�lr �) AT Em#N soe uw 1 j --- --- — 1/J.' �O) / I ._��•USE 1'OR 2•HAY �,ez]/2•s.us..✓ I (AS APPL1G�t2'al/9•.D"-2• -- �10z7/2' �+�—^• O 15.O.C, ALUA;INUU CUP ANGLE A 75.O.C. - --- ! --'-'-�- �\ (6053-T5 ALLOY)AT NIDNEK.1/� (1)1%0x1/2'SJLS.710 p+& 4 \ / (2)1/4.0 TAPCONS ANCHORS TO O SEE DETAIL%FOP,J WNL AT 1.O.C.(LOCATE AT ®� SIDE CON'NECTIO1, 1 OR & BRIER SIDE Ore) (COR 1 OR SEE DETAIL X rOR 9 OR 710 TITACKS SIDE COMIECITON �e©.O7 e 8 •®°t SEE DET IL X FOR 4 6. �.®a v 6 7 & 10•�- TO TRACKS mt�_a�7 a f .®a �,®a®,A ©,�d SDE CTOOh75 -0-0-@451 Q�vO Q7 a e ,{7� �l3- 8®:©•0-Q-0- ®nd� Lp.p.©d®.p.®m M-2 9.p. a0ON DET 08 ®°•�'® E C O D 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 O i RLUYRED OMY FOR SPARS Cf7fATBt STUN 12'-0• POURED CCNCREfE OR -————— �r,�EX SDi7G 14355 CONCRETE EaocK WALL MASS - 4 4 � RECVEtEO _ ,1 ANL S ss(SM NCR "SAL _ V TD 4AS5(`.3E hCk/Q 16• .C. �_ '_' __._A¢t�GRn7iOt i a3+_—_—_— //J1 tOU1 fUt EOIJE OMO CO' •'TE if2-ADN. TO O;ASS(SEE - __ _ _-____ __- O OR®OR�1OR a,Sim 19 FOR ANCHOR O .SDI D.AE CN 9FEf ____________ • CONCRLIE R.N7E5'Da Q7� 12.O.C. ... .. ICN 917:T I9 RRf'� ANCHOR �� ..._._..__ _.5 P Y 13AYi�&(� ® _r- - OR j@ --- Ep R OR 2'MIN, 2'MIN, i SEE UMkrA3CkN5 CE USE FOR BTAOE t�ON SNv^-f i9 1@OR@OR(9077@OR@ VIEW Y 5 �OR ®' � _PLAN DETAIL X L POURED CONCRETE �1 ®a�• ©'®a TION CONCRETE aLGWALL REQ 0'©' ©0 © (ILEN BLADE OR a HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL n5 END CONNECTION DETAIL @FLORIDA BUILDING CODE(Nan High Velocity HurFlcpnT Zone 2015 EASIERH METAL SUPPLY,INC, icEnlsTr''� —�-�_�.� BERTHA HVTM / L I E C O t N-. A.S 1.&A Accordion Shutter System American Shutter Systems M. BLADE#1 l (xt w/0 Itv.H(r3Tow MADE T TILUT TESTING & ENGINEERING COMPANY DEscRw00N DAM fIRA,M Ur: Mt. STATE OF •C' A N.x.='S'.S'<,=.mom eutul+a f,�ra.M" Assoolattan. Inc. i CLD 11-192 4/13/15 DATE: 4/13/15 p' Pmne:(WS)871-1530.F..:(305)571-,531 4268 Wes(r0ods Drivo z ORATT.NG No e-meE tOTWS19 Den West Palm Beach. FL 33407 s ��A4,�`ris!•.i.•.•tiN�� WALTERWALTERA rr'I 'I5-085 ps At < Oh P.FE� lL'} v1AL RE/DATE F L""'uT" SH TO OF 20 SCHEDULE # SCHEDUL �2 SCHEDULE Gia MAXIMUM SHUTTER SPAN 'L+'OR 'L-' TAAXIM•UM SHUTTER SPAN* -L+' WXIMIJM SHUTTER SPAN*'L+' (ft.). FOR INSTALLAT104S WI OR -L-- (It.) FOR R 'L-' (ft.) INSTALLATIONS INSTALLATION LFCENO A NOTfS. CEERMATTS.p &�or QP or INSTALLATIONS W/ W CONCRETE& WOOD (1)L+:MAXIIAUM ALLOWABLE SPAN FOR A GIVEN W1 ONE H Ar. LOCK Q or @ or�or ��® & w/ONE Hv LOCKS MANSORf POSWVE AS.D.DESIGN PRESSURE RATING. HO LOCK (a W/ NO LOCKING RODS or ONE HY LOCK or Or OR W NO LOCKING L-:uAx.ALLOWABLE SPAN FCR q Cert NEGATPJE CENT^-RIN,TES®& W/ONE HV 'T' W/ NO L.K14G RADS / WALL M @, C. D. E. si, N. 0. P. Q, AS.D.OESW.i PRESSURE RATING. LOCK 9%Y/TWO LOCKING RODS©TOP & (SE£NOTES t.tt) ODS MOUNTING F, K & L R. S•&Y. (VJ410 FOR itaLfYi1}1G Q (2)PROCEDURE TO GETIItMB:E MAXIMUM SPAN FOR OOTTOM SEE NOTES SHEEr 7) FLOOR/CEILING C. H. I, 11,J T, U, W & X WALL MO UN 14GS(TOP/DOTION)OR FLOOR/CEIUND: OWt.-RETE&w=INSTkI ma+5 0 CONCRETE k WOOD �� MOUNTING &M IAA4^+ �O1Y T vS ItOna<1 (iML.N A POSITIVE A5.0.DESIGN PRESSURE RATING, ASA.Dem, ASC l{ArJI A3A.GIXn IRTAl1A1XkS FFCSN3 WALL MOUN T.= rLOOR/CDLm R°`-�� WALLktwNr'K' � nAtt+/CEcwS u0uxmt4 DEIERYINE�WJfIMUM SPAN 'Lt'FROM SCHEDULE. MOUKDNG ) � oR GNEN A N_GATM AS.O.DESIGN PRESSURE RATING, C<,on-) _ C,I>q-} (.w ] FLOOR u=M.0 DETERNINS UWUVM SPVJ 'L-'FROM SCHIEDULE. L 4 SN L-:* i {0 t-tzJ L J CU t-trt} t. Iz} L_{N 4 AIN014uM SHUTTER SPAN 1r'OR 1 FOR 30 OR _ f6'-0" _i6'-0 1G-0' 16'-0• $0 I6':0� 16'-0• 30 16'-8• 16'-_0' C25TALtAT10N5 INTO WOOD SFV�LI.BE LINKED TO FINAL MFXIMUM gl.LOWA('�.E SPAN IS EQUAL TO THE 3$ 14'-l0• 14'-10" 15'-2' 14'-0' _._35 .._ .-14'-10' 14'-10" 35 15'-2' t6'-iD' 105 Paf.AS.O.DSIGN PRESSURE RATING. M.:HIMIJ,41 DETERIAKm SPAN B-Rl'rrEN 11'AND 1 ..-......_._.. ....-.__ _ -�.-' _— 40 13'-10' 13'-10' 14'-2' t5'-2' 40 13'-10' 13'-10' 40 14'-2' 15'-2• (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 73'-1' 13'-1' 11'-4' 14'-3' 45 13'-1' 13'-I' 45 t3'-4" 14'-3• t 1N CORNER CENTERMATE/3 MAY DE USED AT ALL COMBINATIONS IN BLMWEEN WALL MOU:fTL4^v5 r ---- --- W/FLOCK/CFIUNG MOUNtItK;S: 50 1T-5' 12'-5' 12'-8' 13'-T 50 lY-S 12 6'_ 50 -_13'.-J�.... .,.13',^1' M`HALLBE AS INDIADONS.LOCKING$PEC C0140MO FICATIONS 55 t '-1 ' 1!'-70' 12'-1'- 72'-tt' $5 11'-10• il'-10' 55 1f'-i' 1t'-it' SHALL BE F:INDICATED ON MANIIATORI'CO!JOITION F2 FOR A MAN P051TNE A.S.D.DESIGN PRESSURE NOTE i5.SHEET 5.. II'-4" 1'-7' 12'-4' 60 11'-<' 11•-4' 40 10'-2' 10'-11' RATING: 6S 10'-10' 10•-10" IS'-t' IS'-t1" 65 10'-t0' 10'-70' GS 9'-5' t0'-1' 70 1D'-5" 10'-6' 10'-9' ii'-5' 70 __lar-S, 10'-6• 70 W-9• 9-4'µ LH+_WX.SPAN FDR rLO0WALL MOUNTING OUNDLJITIO:`4.. _ _ L�-1-�StA1C. SPAN FQR R00?/CEiDNG 1.10UN1U:G 75 t0'-1' 10'-1' 10'-1' fi'-1' 75 10'-1' 10'-1• 75 - 8•-9' tt EXCEPT THAT tAXIWM VfUITER SPAN'L+-OR INSTAIL.IONS. 80 W-10' W-10' 10'-0•ry 10-9' 809'-10' 9�10� 'L-•AND MAXIMUM ASD.DMNG WJrSS..RE RATING FOR FOR A=EN NEGAMW A.S.D.DESIGN PRESSURE 8$ 9'-6' 9--6' 9'-9_ t0�5 $5 9'-6^ 9'-6• 1tt$TAUATfCf6 Ct(O fXXJCREIE OR CtNCRETE F?l.00K RATING: SO 9'-1' 1J'-3'_ 9'-5' 10'-1' 90 9'-J_ 9:-3• SHALL BE LIMITED AS FOLLOWS: CETERUINE: 95 9'-8' e'-9 9_� 9'-f0• 95 9'-O' -tl'-9 1- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX.SPAN FOR WALL LI W11DNG INSIALLATI04S. 95 W-9• e'-4' 9'-O• "-10 100 8'-9' 8'-4' LIMITED TO 64,-72 P•a.I.AND 8•-0'SPAN, SEE L2 MAX.SPAN FOR FL003JCSJUNG MOUNTING MOUNTING�ON SHE&7. INSTALLATIONS. 105 8'-7• T-T1' 8'-9' 9'-4^ 105 B'--3•-_.._..%'-1t• .. 110 8'-a' T-7" 6'-T 9'-2' 1;0 8'-<__..,_.T-T FINAL WJBMUM FL10WAa.E SPAN IS EOUN.TO THF. 115 e'-2'_ 7'-3' 8'-4' 6•-ii, 115 6'-2' %'-3• SEPARATION TO GLASS SCHEDULE M'MMUM aE11"T:EII li+'.-12''i=-•N4D -- 120 6'--D• 6'-T1' W-2' 6'-9' 120 8'-O' 6'-ii- `._.._.__...-_.. _..._.-- ._ (4)GCI TO ANCHOR A D NECATA '67117 DIAL tN1CIMUM _ 125 T-1D' 6'-e' 0'-0'__8'-5" 12$ _ T-10' 6'-e' ALLOWAffiL SPAN AND NECATRc 7.5.0.DE51CtJ 13C 7•-D' 6'-5• T-10' 6'-1' 13D T-8' G-_ MINIMUM PRESSURE RATRNC TO OtTERL1INE MANIMUM ANCHOR _ _ WIND ZONE sPACNc. _ 6'-2• %'-S• 7'-9' 135 T-T 9'-'L SE�AI�A-I•IDN -t_4D.-- 7--5 5'-ii=i_T 7•-s 140 _?' ? 5'l.''. ASTM E-1996 145 7'-3' -9' 7'-5' 7' 3'.._ 145 T-i• r-4' TO GLASS 150 T-2' 5'-7• T-4• 7'-0' 150 7'-2• -5 1$5 7'-o' T-z• G'-9' 155 r-D• —s'-s'._._ i 7HRU ,i 1" 160 G-n" 5'-2' T-1' 6'-7• 160 6'-11' S'-'c 165 6'-l0• 5'-i' T-fl' W-4• 1Fi5 6'-t0' S'_1' 174 6'-9' 4'-11" 6'-tt' 6'-2• 170 6-9. 175 6'-1' 4'-9' 6=9 5'-0• 775 6'-7' 4'-9• 1 SO G'_G' .=;;=_ _E• 5'_,a- TBO G'-6' 4'-8' H V B LA D E 185 G-5' 4'-6• 6•-7'- S'-8' 135—_ 6'-5' 4'-6— 190 6--4' -5' G'-G 5'-6' 190 d-4• +'-5' 195u'-3' 4'-3• 6'-6' S'-•5• T95 E'-3' 4'-3' 200 G'-2" 4'-2' 6'-4• 5'-1' 200 6'-2" 4'-2• . r=3 -/ -`zo$ 6'-1 4-1' FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. 11111!1!1!11111///J// BE THA f'6VTTd 116.1EC® Tai. �.S■�■�. Accordion Shutter System RV.R.Ax#1 W/DR W/o 1w.W1WN RAIX x i` •='+' FART TESTING & ENGINEERING COMPANY American Shutter Systems _ vmowp 1„ OAT[ DRAM W.WLW 0. ' :*�' C3t.3 v.x.5fcr.St,Sx.34..'rRcatA cNmEtG,r1o1M 33tt Association, Inc. 1 OLD 11-192 4/13/16 DATE: 4/13/15 T.-- L^)--- -?- tv)6'1-1530.r,.:(105;671-1531 4265 West:Dads Drive 2 DRAWING No a. •`4v` c-1naa:eixKons�w.� West Polm Seceh, FL 33407 3 FCDa+a?.��?,� thTER A.71LUTiJr.PX_ A 15—©85 `NF,/j_.Q w At '��A L !441>7 6 SH i 1 OF 20 1 m r LL W o LIJ 41 i^ i N c � G 1` Z ' WN d:111 > � C� r _ :' ��QRYk„ 1 M cc N I-zQOm NVf2 QW > z O �nm Ov l� 14 � T m r- ■ E s o a.ti�c v1 � ■tn coA t� �m`,an+Iq. 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