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HomeMy WebLinkAboutProduct Approval i Florida Buildrlg Code Online Na � n� F s � g G w• a c '. 4 j loft; `U*eoartre v? BCIS Home Log In i User Registration i Hot Topics ! Submit Surcharge i Stats&Facts ; Publications i FBC Staff i SCIS Site Map I Links Search Busines ; �r%SS1 I *�ili)roduct Approval J T 1 USER: Public User Regulation ? Product ADDroVaI Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL389-R8 G fi 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@easternmetaf.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ' Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE ✓ Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 I http:/twww.floridabLildirig.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 i Florida Building Code Online Product Approval Method Method 1 Option D ' Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products j FL# i Model,Number or Name-- Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) -Drwg 15-086 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf 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 FL389 R8 AE A,S.S.A. INC. P.E.R. DRWG.15-086.idf positive ASD load and 13'-O"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for I installations into Metal Stud walls is 79"for max. ASD I pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. I 3' 89.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A, INC. DRWG.15-085.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A,S,S.A.INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HVI blade, 8'-0"for +64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for 1 +75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HVl and HV1A working in unison. See sheets 7, 11 I and 20 respectively of installation drawings for other spans and pressures. 389.3 — Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks tl COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max, 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes i 112, 25 and 28 respectively Hrck PEex?. Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have- one.The emails 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: ® eCfcac,. secvlitti+rrtxla.5• httplANww.loridabLdlding.orgtpr/pr app o.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwg/o3d 212 u GENERAL NOTES: I.BERTHA H.V.Aocwo N SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PED.)WAS BEEN VERFtED FOR COMPLIANCE M ACCORDANCE WITH THE 2014(5N EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH MOM HURRICANE ZON&5. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION ISIS OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE WSIAL ED WITH A DIREC110NAl11Y FACTOR Xd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014(5th EDUION)FITC AND SHALL HOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17,25,26,28&2&A IN ORDER TO VERIFY THE ABOVE CONDITION,'ULTIMATE TE DESWINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA 1: HV BLADES(D A & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/.VAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 7HRU 17,25,20.28&2NA GENERAL NOTES SHEET 1 IN ORDER TO VERIFY TENT ANCHORS ON THIS P.E.D.AS 7FSTD.WERE NOT OVERSTRESSED.A 33 X INCREASE IN ALLOWABLE LOADS FOR MND LOADS WAS IKEI USED IN THEIR ANALYSIS.BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H-V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR MND AND LARGE MISSILE IMPACT LOAD HAS BERN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE MEMDNED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV BLADE0/0214.01-03./0715.01-03,/1004.01-05,/1214.01-65,/0317.02-09./0609.01-10 AND/0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS .-MF WINDOW PROTOCOLS. APPLICABLE)®/050.5.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL_ AREA 2: HV BLADE C7?AND W WINDOW BLADE -HN BLADE(g)(IW22.01--05 AS PER TAS 201.TAS 202 AND TAS 203 PRDToLs. TYPICAL SHUnER ELEVATION&NOTES ON LOCKS SHEET 5 2.HV BLADEQNID HV SLADEQ2 ARE ENGINEERED TO WORK M UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4.1EAC H NSTALIATKN!DETAILS A-E.CONCfdTE/BLOCK SHEET 8 WINO ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30.OF ASCE 7-10 STANDARD.ALL MOUNTING COI DERONS AND FASTENER TYPES SCHEDULES MAST BE APPLIED TO THE INSTALLATION DETAILS F-L,CONCREIE/BLOCK SHEET 7 CORRESPONDING WIND ZONE THIS SHALL INCLUDE REQUIREMENTS FOR MN.SEPARATION TO GRASS.DEINITATDN OF MND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR FN BLADE 1 CENTRMIUE DETAILS W SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SOIL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ONCNEER OR ARCHITECT BASED ON BUILDING CONFIOURATION AND ASCE 7-10S�W��7DAR0.AND SHALL BE SUUMRIED TO nE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. CFNIE MKTE ALTERNATING DETAILS W SHEET 9 HV DLADE040 HV-DOW BLADE 0 ARE EHCINEfRFD TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMTARONS AND CONDITIONS OF USE INOLCATED ON SHEET 28. CF.NIFRMATE DETAILS HD SHEET 10 ETD cQNNEcnoN DETAILS 1-6.CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT STADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TD TRACKS SHALL BE/1470..75 AND/14X1.75 RESPECTIVELY.410-Hr MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.0 Eli YIELD STRENGTH AND 180 k4 TENSILE SERO CIH.PNS SHALL BE COATED WITH BERTH HV OACROSIIEID COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE-CONCRETE&&SCK SHEET 13 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE EN MARKING ON THEIR HEAD. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 4.ALL AUJUINUII EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEERS 2 AND 3.16NIMUM YIELD STRENGTH FOR 608348 ALLEY IS 31.7 Tai AND 35.7 Tai ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 15 FOR 6005-75 AILDY. S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 ASI SERIES OR CORROSION RESISTANT TANT COATED CARBON STEEL AS PER D 50018 WITH 50 IaF WN.YIELD STRENGTH AND 90 WT MIL TENSILE ANCHOR SCHEDULE-WOOD SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4_ ANCHOR SCHEDULE-WOOD SHEET 17 INSTALLATION DETAILS M-R,WOOD SHEET 18 6.BOLTS TO BE ASTM A-307 G4LVAN70 STEEL,OR AIR 304 OR 318 SERIFS STAINLESS STEEL WITH 35 Tui MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-X.WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS FN OIADE 13,74,15,18,17&2DA _ DJD CONNECTION DETAILS 7-12&X,WOOD SHEET 20 HV BLADE 20. FN BLADE&0 WORKING IN UNISON: 13,14&16 AREA I W BLADE m ONLY S.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S*PATENT/6779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT/5'458,179 ISSUED TO TYPICAL SHUTTER ELEVATION& NOTES ON LOCK SHEET 21 EASTERN METAL SUPPLY,INC. INSTALLATION DETAILS AA-GO,CONCRETE SHEET 22 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO ERE ATTACHED TO INSURE PROPER ANMkRAGE CONTACTOR TO CE N1ERMATE DETAILS HO SHEET 23 SFJL/CAULK ALL SHUTTER COMPONENT EDGES WHICH RD".THRU FASTENING IN CONTINUOUS COUTACr WITH THE BUILDING TO PREVENT WIND/RAN INERUSKN. END CONNECIDN DETAILS 1-6&XG CONCRETE/BLOC( SHEET 24 10.EACH UNIT MUST BEAR PERMANENT LIBEL IN A VISIBLE PLACE WITH WARNING NOTE DURMG PERIODS OF HURRICANE YNFNINGS HOME OWNER,TENANT.OR QUIETS,MUST PROPERLY CLOSE ALL MAXIMUM SPAR TABLES SKEET 25 HV AND HHD CENMWATES AND ENGAGE OR LOCK ALL HN AND HO LOCKS. ANCHOR SCHEDULE,CONCRETE SHEET 26 11.SHUTTER MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL 6� SHALL BE PLACED FOR EVERY OPENING.LIBELING 70 COMPLY WITH SECTION 171082 OF THE FLORIDA BUILDING COOS AREA 4. HV WINDOW BIMV USDE ONLY 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSIALIATDN SHALL COMPLY WITH SPECS INDICATE)IN 7H5 DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE POW IS APPLIED TO. _ � TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 13.(a)THIS P.ED.PREPARED BY THIS ENGINEER IS GENFRLC AND DOES NOT PROMISE INFORMATION FOR A SITE SPECIFIC PROJECT:I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PUTCII%%AND INSTALIAIM INCLUDING LIFE SAFETY OF THIS PROWCr.BASED ON IHS P-ED..PROVDED HE/SHE DOES NOT DEVIATE AREA 5• HY WINDOW BLADE n ONLY FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. R OF RECORD( INSTALLATION DETAILS,METAL SND WALLS SHEET 28A (d)BE RE5PONSBLE FOR THE PROPER USE PREPARED E PED.ENGINEER RECORD.ACTING AS A DELEGATED ENGINEER BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL TO THE P.EDE THE NEER SHALL SUBMIT T THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D SHALL BEAR THE 0147E AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIOINL 1NONEER OF RECORD THAT PREPARED T. FLORIDA BUILDING CODE Von N' h Velocity NUrrlcone Zone THIS DRAWING SHALL ONLY BE USED TO ' ®2015 El51ERN METAL SUPPLY,INC. ,�.``p\....:..:...f� BERTHA HV- OBTNN PERMITS IN THE STATE OF FLORIDA Accordion Shutter System "IL E C O �ii c. w ■ w ■ V BGOE A B OR v H.V wpm BINE&KV WINE Ar American_Shutter stems _ oEwt7Yl101 DATE DRAMT!9Y: M.L �, C*� TILJJT TESTING & ENGINEERING COMPANY Association, Inc. 1 DID 11-114 04/13/13 DATL• o4/13/15 STATE TiF - e3u H.W.3&A S.Ste.3DA VROM 4LWODNY.ILOPO4 337 .�`• peon,,(30371-1530,I-;(305)871-1531 4268 Westroads Drive 2 DRAWING No PORION ems:uIe°°°d°r°°a West-PLlM-Beach,-FL 33407--s- --- /''i,FSSNG\ � wAi,A TEDIr1JE.P.E 4 15=084- P.E. i8 DATE FLORIDA U./44167 5 SHEET 464- .090 c�3 a m t� 4.857- 4;857 �� 4--' i HV SOLID BLADE 2 HV BLADE K @5 HV WZ180'WARTIER COVERED UNDER US PATENT� 5458179 COVERED UNDER US PATENT 1 5458179 3 HV UNIVERSAL F�AATER QUALGIF.D OR USE W/ {��q} 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W/HV BLAD$D&O e HY BLADE V HY WINDOW BLAS 6005-TS ALLOY AND TEMPER t� 6063-T6 ALLOY AND TEMPER V 4UAUftED F00t((7)USE W/HV •S UMMATIONS OF USE OF BLADE SHEET 28 a 6063-T6 ALL OY ANp�E1IPER 6063-T6 ALLOY AND T 6' .o85' K. 4.:.556" ? .984' •• + H .b70' 2.2 6' 0 2 g 842 4,097" 8.4 ,a - 56 ^O_>� 0.072 FIE :(:W/tiV ( i)W WALK—OVER y920 7. QUALIFIED FO USE W FA/ 014V ADJ. FLOOR TRACK 6063- EO&� ER BLADE & �HY �RENGH TgAGK 3:750' QUAUFIED FO US W/ 6063-76 ALLO AND EMPER QUAUFlED AOR�Wf NV HV. NGUARD BLADE i & BLADE 1 & 2 ONLY —�AL-- 083-176 ALLOY EMPER " VARIES 1 6063-T6 ALLOY AND TEMPER OUAUFTED FOR USE W/HY Y 1 atBLADE 1 & 2. VARIES 1.938' 6463-T6 ALLOY AND TEMPER � 1.s1r OB3" 083• 870 • 870 1.686" o r 14 670 3��• (1-1)HV CEILfNG HEADER 1 HV HFJI,DER/SIU 13 HD_CEILING HEADER/SI 0 3.581, tl�' QM FlEp FOR USE W/ tN BLADE 1 ONL, QUALIFIED 606 RT6SN10 EMPE 1 ONLY QUAUFlED FOR USE W/HV BLADE(D i4 HD.WALL HE DE SILL DLJ { 0 O A—lif Q SHO CEILING EAE SILL SEE SECTIONS FOR YAU SEE SECTIONS FOR VALDITY• QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/HV BLADE 1 &2 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER 6083-T 6 ONLY. AND TEMPER 6063-T6 ALLOY AND TEMPER O O COMPONENT A B T7 72 K Y t 2" 5'MAX, 1/8• 1/e' 1N 1O 3" 3" 0.090• . 2- 5"MAX. 0.792' 0.192' W 2b l'7 310E ANGLES ALLtIaiNUtd NQS 1�9 zs r;;. 0.190- 0.190 HvQ1 CgRNER ALIFlEp FO USE Wj HV QUALIFIED FOR tJSE W/ HV QUALIFIED FOR'USE W/ HV B1AD 0 & 2�l BLADE(D&© BLADE (SEE SCHEDULE} 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER t711pI1NI11N/tpp FLORIDA BUILDING CODE Ron High Velocity Hurricone Zane •�zj� A 2015 MrERN METAL SUPPLY,IMO. BERTHA H VTm A.S.S■A. Accordion Shutter System k Ameticon Shutter emg V.DtADE 1 W OR W 0 H.V.WINDOW BIME&ItY.WDE TD.LIT TESTING & ENGINEERING COMPANY Lv aEscmmn sutc auwx By, Mt Q^+ AssocIQtLDn. Inc. 1 OLD 11-194 a/13/15WTE: 04/13/15 _. ,.p'c•"•.!(j P ,•4c.YC 6=N.W.39tA sL,51..3aa Wttaa1 r�+mOaS rinrmn 331 4,.��' /•, ...G Ph—:(30)877-1630.rox z(305)671-1531 42b8 WBstroOds Drive = DRAWING No _nMacotlua.00rn_ West POIm BeOch• FI. 33407 3 �NALIENI���` EB-ooae7/9 — -- 15 WALTER A.TUN N.P•E. —4._ - P.E. SEALfStGNATURE/RATE nOR�°W.1441°7 a SHEET 0 2 0 26 4 6 676" 293' t r t 4•-20 .745' WAD —EL t{=20 ♦ + RVV3e FwAaMm P.: (2 TtPa.0ws7 5 c oac a KAT05) 21 HV CENTERMATE V �' QUALIFIED FOR USE:W/ HV$LADE tQ& ONLY HV LOCK @ HV EGRESS LOCK 6063-T6 ALLOY AND TEMP Q ED FOR USE W/W BLADE 1 & ONLY QUALJAEO OR USE W/KV QUALIFIED RUSE Wf HV6063-T6 ALLOY AND TEMPER BLADE 1 & ONLY. BLADE ®0 Q ALIFIEO FOR USE W/ HV BLADE T ONLY 4' 6063-T6 ALLOY AND TEMPER PLASTICCE HPJtD 1 G22' M(71OEO 70- 4. 5` 2 SCREW 2.07953' m AFTER RIVETING a 1/4-1-20 X " WORE RhWMS.S. Bumes *IMM H"ALIAAUM(2024-73 Mlal)IYACE nARCE 7Enl i S"Mr Nursurr,PIM/0325.AS UAN AMURM or Awn. PUN FRONT ELEVATIONHV MALE "T" LACK 4.s s — 1pwA CREMY TEXTOAN.PARSPPEW,NON JCAsev moss OR EQUAL © LOCKER FOR "T" LOCK cwriEgmag QUALIFIED FOR USE w/ W BLADE T ONLY HV FEMALE "T" LOCk CENTERMAT� HV "t" LOCK HV ALTERNAME K 6063-T6 ALLOY AND TEMPER �^1 QUALIFIED FOR USE QUAUf]EO F USE W FIV QUALIFIED FOR USE W/ HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLY AND TEMPERR W/W MADE OONLY. BLADE t ONLY. -LPJZi 25 O G63- � � u - 17ruMsn,Rrt .214'' 2cnumm OR 214' KEY CYUNDER .645' o '� a°J m • 0.875•Ain. HD CENTERMM Wf LOCK[ RBj� F o 1 .tzs•uos l"9 (T.9� (� o gUALJFlE USE W/ HV BLADE 1 2 QUALIFIED FOR USE W/ NV BLADE 1 & 2 3-T6 ALLOY AND TEMPER ' VAR"12'UNE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR US W E 1 ,®& 2Q n 7i/**0-20 S OR 3/x3.10 TiaWEURN (sE X1/2' (Ie OR �� 115 1A Mi CYLNDER LOCKING RODL� 1.73 Mas QUALIFIED FOR USE Wj FIV$LADETQ&Q ss „ 1/4/ (R HD LOCK 6063-T6 ALLOY AND TEMPER © Hy 3/8"0-16 ACJ, - FIV 1/4 ib-20 ASI 304 BY REGENT HARDWARE MOROSE LOCKS SMES 2333 HOOK BOLT LOCK. .q5/INSTALLATION WILL REQUIRE A 7/16`H THUMMEW$ QUALIFIED FOR USE TA/W SMEQI ,(9&(g D ILLED AT TRACKS FOR PROPER EMS NT QUAUF)EO FOR U / BLADE Q&© FlED FOR USE W/ HV BLADE &® FLORIDA BUILDING CODE Non High Yeloc' Hurricane Zone 0 2015 EASTERN MEW,SUPPLY,INC. �' 'v "'•.,_ � E c a � ■A, BEHYD � A■�■ ■ Accordion on shuttCr System Ity.61ADE 1 W OR W O RV.IYtM BUADE&M.6UOE TILUT TESTING & ENGINEERING COMPANY American Shlatter m3 'c STATE OF = Association Inc. OLD rte,lu wjl js nt7e 04/13/15 y=. :'a . oras r<rr.sai.St.6E.W,VVWW GA D04 r7am,331 i PAom:t3DW71-tSM.Fax E(305)671-tssl 4268 Westroads Drive 2 �r����PS•........;,.G��```��..- a=ma:_Ueec,00d.am-. West P01m Beach Fl. 33407 3 ORAwING Na ,S1QRACE�0`% NA.7ER A.TWA ae .- -15-084-- P.F. S£g"l9 A%RE/{TATE ETaRn+ue /44167 4 3SHEET 28 3/8'0 41 4 3 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV 1 HV A AND HV BLADES. Q HV BLADE 1 3 F 3 ® HV BLADE 1A Ng N 2� HV BLADE 2 1 or 3 V +7 ® 4 .� HV LONG RECESSED NYLON BUSHING .310•® ® HV SHORT RECESSED NYLON BUSHING �jq® HV NYLON HAT WASHER EXTERIOR + ' HV WHEEL CARRIAGE AISI 302-303 SERIES 41 a $ 0.870"x3/16" THICK NYLON WHEEL. I ! 0.188"0 AISI 302 SERIES S.S. RIVETS 3 1 or 4 or ®3 ((SEE NOTE FOR f! Q® or ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD REOUIREUENTS) i ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * , 1 EXTERIOR x I ® POLYCARBONATE IMPACT RESISTANT HV WINDOW lop ©®or® (SEE SHEET 27) X80 • AT EXTERIOR BLADE KWIJCK1F FOR TYPICAL SHUTTER ASSEMBLY M, Hy PIN SCALE: 3/8' 1• EXTERIOR®OR®AT (1)W PIN®SHALL ALWAYS BE USED AT ILL EXTERIOR BLADE'S KNUCKLE. BOT(ON KNUCKLES OF HV ACCORDION SYSTEM W/HV 1O OR 00.324' (SEE NOTE x FOR HV®BLADE. 3 REQUIREMENTS) .048' I- 0 (2)HV PW®NAY BE USED IN LIEU OF®AND ONLY AT TYP. ` DamoR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HVO2 O 13LADE WHEN CORRESPONDING TO INSTALLATIONS'CO•AND-Do-- SHEET SHEET 22. J'h91J,�''1 (3)HV PW®OR®W/ 1/2'O.D. 1/16'THICK S.S.WASHER SHALL BE USED FMDIRECT MOUNT INSTALLATroN PER DETAIL.Y, WHEEL GARRIAGE DETAIL . ASSEMBLY LAYOUT SHEETS 11 4 24' N.T.S. N.T.S. `,p11111L11rLLyJrY FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN WTAL SUPPLY,INC. .' BERTHA HV u s' •9 TL. E 7c O �N-. A.S.S.A Accordion Shutter System V BM i rl OR V/0 ILV.VOW BUDS a H.V.MADE � _� American Shutter Systems oFse,mu, DAMDRAWN Br: M.L. E`Op- TILLIT TESTING h ENGINEERING COMPANY Association. Inc. I OW Ir-us /13/Ls am 04/13 IS ��''•'�(OR1nA `` au'WIV.3°'n•Sts.3M VAMM�0M no's yr 4268 Westroads Drive z Ph—:(30)371-1530.F".:(303)071-1531 DRAWING No .=mae urt«000.l.v� West-Palm-Beach•-EL-33407 5 1-5-084— �O0#1 1NAi�;;Ga♦`♦ WALTER A.IXW J,.P.E 4 FLARDA U./44187 5 SHEET P.E. SEAL/SIGNATURE/DATE a. 4 OF 28 NOTES ON HV LOCKS AND CENTERMATES: A B tc B N U 3 T 01 • ,fes„ 1. 1WlDA7OIt1f COfDIBON it:ONE FN LOCK®or®SFNLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ^L7 OR 12"ABOVE OR BFJ UW �2 OF SHUTTER SPAN FOR SPANS UP TO 105'.AND FOR WST]AUTIONS�T ANY ELEVATION. HV LOCK tt�f or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 OR 4 CENTERILATES W/(2) 1/4'0-20 x 1/2'LONG RAT HEAD$.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON OaOa • TYPICAL SHUTTER ELEVATION.2.OERM . ®� hi LOC NOR WILY IBE USED AS AN INSIDE OR OUTSIDE LOCK.CO NECROI OF LOCKS TFOR BETTER PERFORMANCE Oft FOR SECUM O UC TEMERNATES OR®SKIA I BE AS INDICATED ON NOTE(1)ABOVE LDG'T�IOpENL OF BE SHALL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. T— 3. OPMRAL CONDMON J2&&M MY WHEN WON=CONDITION #I OR UIWED MMMMM MWO o II [ y LOCKING RODS ARE NOT REQUIRED AT URRNME POSITION, BUT MAY ° 4 0.e• °�® E USED IF D IRIDES- - TOLE SHUTTER PER LOCKING RODS Qq OR AN ALTERNATIVEDEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). R 4. ON ITV LOCK ®S BE USED AT CORNER CENTFRWATES FOR ANY SPAN AND INSTALLATIONS AT�ANI ELEVATION.HV or I SHALL 8E USEQ AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 6�CORNER CENIIIiMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD SS.MS TWO LOCKING RODS AT TOP&gpT'fp11 SIiILLA.Be USED.IACATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. $ � W04UM SHUTTER SPAN SHALL BE DLTERMMED AS PER SCHEDULES SHOWN ON SMU 12. J11. dtT 5. QQ6S �g s33 •ONE ALTERNATE tN LOCK MAY BE W UEU OF HV LOCK w FOR ANY SPAN AND } � WSf TANS AT ANY ELEVATION.AL TE LOCK MAY BE USED AS AN DE OR OITi510E LOCK.ATTACHMENT yg OF 1/4'0.20X3/4'S.S.THUMBSCREW TO®OR cwrERMATES SHALL BE MADE N/ 1/4'0-20.3/4'ALUM. RNNUr AS SHOWN ON SECTION HVE,SHEET& ON LOCK SHALL BE USED AT 1/2 OF SHITTIER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SEE END J ONE ALTERNATE FIV'i'LOCK=BE INS I.ED IN UE11 OF HV LOCKS 0 1E USED AS AN INSSIDE 1 FOR ANY SPAN AND IDE LOCK.ATTACHMENT DETAILS OF LOCK INCLUDES IISWATC REINFORCING LOC dYAS SHOWN ON SECTION Mg.SHEET 9,WHCWMUST BE DETNLS ON B F E N 1 J R L B t a R V 111 Y SHEET 11 TYP. CONNECTED TO cENTIIiWTES®AND 0 W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BUT W/7/871 x 3/32" FULL HEIGHT. VAHONUr OR W/1/44-200'S.S.LLS.INTO A 1/4'h1 5/8'mmur.LOCK MAY BE INSTALLED AT LYOSPAN OR 12' OF CORNER MAXIMUM ABOVE AND BELOW L1IDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. CENTERMATE ®�®�1©-owl®a,0 •�°� * so OF. ALTERNATE HD LOOK®MAYBE USED IN LIEU OF ©,O.Qy©.O•®a1 IN LOCKS OR W FOR ANY SPAN AND WSTAUATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR© OURD LOATTACHMENT OF HO LOCK@AND is W/3SHEET 10.LOCK MAY BE.Am RST IkLED AT •®oa�a®°0.©.®oq RmFORtEuENf INSERT 0CK AS SHOWN ON SECTIONS HOB- ®•®O1.�i®a�•000.09 MIDS'AN OR 12'UA1aMUM BELOW OR ABM MIDSPAIN USE OF LOCKING RODS®IS COYPLEIELy OPTIONAL. TYPICALn HV BLADE SHUTTER ELEVATION N.T.S. , MBuKuYJ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �-(tVi A:./�.Aiy� 0 2015 MM METAL SUPPLY,INC. BERTHA HV- 1 L E C O KM /�,a7■S■A,■ Accordion Shutter System V.RUDE 11 W1 OR W/o H.Y.WdHDOW BIDE&N.V.&ADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systema DMR,PTt" Ulf DFAYM BY: M.L 90:%n1E�0 Association. Inc. 1 ow 11-114 w/u/la ale 04/13 1s 476]KW.3411,SL.St.300.NRf m"TWO.nOWA 331 W)871-IWO.1-:(305)1171-15314268 Westroads Drive DRAWING No ,1sS'•••....='\C\����— .-m°TeiltOc•BooLo.m West-Palm-Seoch. 07—3- -FL-334 1%, ONAL ENG.�``� WADE® TRTJT1Jr.RE 4 —1-5-084— YJrp H MNL` SOMA LI°.IT 44167 5 SHEET P.E. SEALf�I�W17URE/DATE 8 5. 0f CONCRETE OR POURED POURS REQUIRCONCRETE f//1.0-20+3/L4�'��SS CONCRETE REWOTE CONCRETE + CONCRETE ANCHORS WVQIWE EGHE'M,S REWIRED CONCRETE ANCHORS SHEETSCHEDULE ON 13) (SEE SCHEDULE ON w/+/+'-20 (SEE SCHEDULE ON SHEET 13) ) SHEET 13) NUR O f2'D.C. 2 ® �• 1/4'0-20x3/4'B.S. W. OR 18 E 1rALY1REE SCREIVS -_ USING 3/4!'-20 NUTS 19 O 12"QC. E Ds /2 250•Ys -- - 13 oR 5 13 oR OS 1 O 250'Mot. 0.s - MM.X E ' OPrVaL I i I 031- f 12 93FDUECK 0� O ' i MIN.SEPARATION TO GLASS 1 E]aS@TG m ae wR 1 OR ® i t � r(sEe=Emu ON mir 12MIN.SEPARX%N TO ) BAH6mh� QLASS ~(SEE SCHEDULE ON SHEET 2) I —t— =d 7a57OM. � ' B ® HV WALL HEADER INSTALLATION ©HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION I EJRSYNT I MIN.SEPARATION TO(LASS GST.i `(SEE SCHEDULE ON SHEET 12) 1 --GOR (W ' YIN.SEPARATION TO GLASS ' J ' �-,Z D ``(sFE SCHEIWLE ON SHEET 12) d� CH DIU 25,R Ly ' H1VOf9mdEla571GLIS5-� f OPnONAL " i • ' z i,-- I 1/a'Yat. E 13 M0OPTO", a+@$ E DA i I ' I w /2. lll 0. --- 19 +/ 3 0R Q 1' 1/4"0-20.3/4'S.S. U°'• O PNACIONE SCREWS USING CONCRETE ANCHORS 1/4'0-20.3/4'SS PHIWPS TRUSS HEAD ANCFRlIE SCREWS ONI--�-CRETE ANCHORS 1 18 1. i/+'-20 NUIS O 12.O.C. (SEE SCHEDULE ON W/1/4"-20 NU15 O 12"O.C. POURED OONCREfE (�SCHEDULE ON SHEET 13) Wrt. OR CONCRETE OR BLOCK SHEET 13) . .1LL nLOCK ANCHORS REWIRED QD HV WALL SILL INSTALLATION (SEE SCHEDULE C, RETE SHEET 14) FQHV WALL SILL INSTALLATION OR CONCRETE BLACK WALL REQUIRE O HV WALL SILL INSTALLATION NOTE rat COURINA,IDN OF SECDDNS INSTALLATION D ETA I LS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER s E D.-EDGE DISTANCE ♦SEE ATtONS OF USE FOR 2-MOUNTING SECTIONS CAN BE CO" (SEE SPECIRCATIOHS'ON SHEET,+) BLADE ON SHEET 2e • HV BLADE - W ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE on High Velocity Hurricane Zone w-M.A•rIzzAI,,A'' ®2015 EASTERN NETAL SUPPLY,INC. ��•'' GENS/T'�9'; B RTHA HVT+ IL E C O Awa. A■S■S■A■ Accordion Shutter System .V.803E 1 Tl OR 110 HX NAM WX&Hx BLADE American Shutter Systema �„L-M DATE DRAMN BP. M.L. TILIIT TESTING r!< ENGINEERING COMPANY Association. Inc. r-3- ......... CLD n-1sT a/fs/ts ale 04 13/15 A: STATE OF ;Q-_g' ales NM.sw.sE.sr.303 vR AA GAFMIDG.t+Alm1 331 ^�-c Pn1; 300 71 1=5%3OV.I,:(303)871-1331 4268 Westroads Drive 0RIOP — rmat tawwoaorccm West-Palm-Beach,-FL-33407— DRAWING No � ��� Ee-00007"..� WALTER A.TIWT Jr.P.E P.E. S2A41(►(+MTRE/DATE FLORa`uc l+8103 SHEET 6 OF 28 POUREDscNmU E off SHEET t4) ! W 1 OR� _ 1 rx SWAPAIok 1 . CONCRETE P"S 1a Gum Z WTRmRETE- ... (SW., .. ~ am 2a 7 ASaM100011 MV 17 APPMCAeLE SLAB IF £%Silk $NES(DA r Exsn G T-1Sg»it 4 4 F G I #ANCHOR JIOX33/V HID LOCATION TEK SCREWS O 11 OR $ ` s 1R 12"O.C. S� CONCRETE ANCHORS ` --� EDGE IF 6 + 7 (SCE 1SC4EPULE OR APPLJF/RE SHEE ) EDGE OF IF EDGE O ` ,i / APPUCABLE SPAR B aj A�IF 1� 0 0ASS(5¢ AFM1.lCAtgE E. fE.4 AH ANCHORSD FLAT HEAD CONCRETE tS040,atON M ♦ CONCRREC(tftiEO ----E•POURED 0•*— CONQETE (SEE SCHEDULE ON SHEET 4 OR ® GU D 0. .D. ..(SEE GRETE M'pKIRSSHEET ) It TRENCH INSTALIATION Q HV FLOOR INSTALLATION . VAUD ONLY FOR UP TOPSF (!)HV WA OV R INST ALLPRE5UkERATING& OR SPANS PER 0 HV CEILING INSTALLATION SCHEDULE/3.SHEET 12 CONCRETE ANCHORS T_, (SEE SCHEDULE ON 1 5) EXISTING '1 ux sm/roacN m aA� f"'(m sa�mc ax a+en i>J GLASS—+ L� I—IX+S soma ar am iJT 1 i i 0 1 1ji. s E, iE MAx. , 3 oR 1© tIT71. /0u3014W4' HEX READiFK SCREWS WASHER EWS 0 TEK SCREWS A S.O.C. 1 t -- OR 1/4•,-20 SS.M.S. ' CONCRETE ANCHORS M�OHKC $ +7 1 Ot 9x304 C D.S.W/MrOO.C. ._E SCHEDULE ON SHEET 7 m 181/2 7' JH:3/4'F.H.S.D.S. EDGE OF "I� 1 7JSLAB IF EE HOLE 13(6) CONCRETE ANCHORS CONCRETEON SHEET I CABLE P (SEE SCHEDULE ON OWN gid ice) OR CONCRETE BLOCK( REQUIRED RE°EQU CONCRETE BLOCK sTlETT 15) Q HV WALL wAI-4vER INSTAL ATION �PMNALJ POURED OONCpZTE © HV WALL RDOJ�NSTALLATION ElE REQUIRED HV RTHISINSTALLATION DETAILS W/ �J AINS ARD INSTALLATION t ss�: INSTALIXION SHALL BE NOTE FOR Ca11EANApi OF SECTIONS *E 0.-EDGE DWANCE REMOVABLE WHEN PEWORMED (D HV BLADE SEE SF79CIFMa\TTONS ON SHEET'14 AO1PZENr TO AN OPERABLE EW ♦SFE T10N5 OF USE FOR 1-SEE SHEET 4 FOR TYPrALL SWRTE7i t ) OR ENTRANCE BLADE ON SHE7:T 28 ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANr WAY TO Sart ANY INSTAlATION. EtuNMMr FLORIDA BUILDING CODE on Hi h VelqciU Hurricane Zone ` ,ItIA.....:, =5E15TERN METAL SUPP(.Y.TNc. V 'vcFN;s BERTHA HVTM-- s- . A.S.S.A. Accordion Shutter Sy stm TL EY. BADE 1 N OR w/o HV.WMX BADE h H.V.BLADE ti O + KW.TILUT TESTING & ENGINEERING COMPANY SM ATTtoT1Ct1Ti Shutter SySfAT113 D DATE OFUMN ar U,L oss 5aa.Stv SSo.;174, stc:as N:asa. DROt 3J7 ASSOCIalton. Inc. 1 OLD 11-U4 04/13/1: OATH 04 t3/15 _.,� i-' t@►�r � PbM.:tsO WI-1330.F".(305WI-/531 4268 Westroods Drive 2 i,�sj'••......•••'� \�--- e-.w.-Uae000,.Lwm West Palm Beach, FL 33407 3 DRAWING NO QNAL ELl�l\p'''` E8 TUUT19 —4_ 15-084 rrrrrlrl1 Et(LL1\\ WALTER A TILER Jr,P.E P.E. SEAl�s���NATUREJOATE TLaRan\Tx./4+1aT a SHEET - 5 7 OF 28 AM INSTALLATIONS .W/ 1 HV A &UR ® LOI2s®�® OUT IN , �E)OSnNG Goss o **eUuoe WAX=Mf®�Mil AM BLADE HV CENTERMATES CEN,UNATES APPUdATION WM 6LADE© 3C•10 a+®°" OR oclsnNc ctnss DETAILS ON ALL CONNECTION ---- OR /z, OPPOSING SYMMETRYCAL A xmn To coNcntm I CENTERM TE CET TES MN.SEPARATION (4 1100/2-s LS.TO � 010 3d S.M.S.0�. HV LOCK o or 64 W/ HV LOCK or To Goss AT EACH Atxxr=(IVP) C I .\ ® a * 35* FIN * 3 (ONESHEET EEO12 J * I 1 ® 5 2- ®Q©«pp HVB OUT ® '� HVC HVA ®�®^�©'07 °°® tD•® IXlsra+G cuss POSE OR EDxa555S55l���CCCCCC t SYMMETRICAL * IN 6 7+©"'w'�'®°° uIN. — GtAss 8 .®a O«�m�.iDa N E T ES CLASS * ©'®"'©'®'®•®°" (SEE GLASS SCHEDULE 5 El—N — ® a * ON SHEET 12 WN.N. '1 TOSEPGLASS - OP110HAL ro — (SEE scHEvCHM utE (INrmtoR) _—_--- ---- ------- ---------- ON SHEET 12) 0 T coNCR�E + ANCHORS e 16.O.C. n3VARIES * a0 OUT 6,/z�►DAL su�cK - oUT ( HVE HVF** HVD al FLORIDA BUILDING CODE m High Velocity Hurricane Zone `````��'`CtiNSF•�Aij��''' ®2015 EASTERN KTAL SUPPLY.INC. V 7 BERTHA HVu A.S.S.A. Accordion Shutter System ,� ••� American Shutter Systems Y.MADE i W w W/O H.V.WEN DPAW g U. M.L �* J. ( pj{`Eor TICCIT TESTING k ENGINEERING COMPANY fl'• orsctePtcu DA1C tltsAwr4 M.L $Z ASsoclatten. Inc. t 3011-H4 a/t3/1s DATE: 04/13/15 ,p:• P;'2 sass s.tt.3e SL ss..aos,vawu atmos.FUND t eat Ptane,(3WWI-1530.ra,:(305)071-1531 4268 Westroads Drive 2 DRAWING No ���O,c'•:.:.:•`� -..`— o-nwT tn.co0oa.o«n West3_alm_Beach. FL 33407 3 y ' .,,FSS�ONa�;7.�1`` NALTk7t7 1Jr.P.E + - _ 155 084— P.E. SEAL/SIGNATURE/DATE 1!` µ7e7 3 8 H Oi 28 POURED CONCREf OR POURED CONCRETE RED CONCRETE RETE O��N CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR REQUIRED BLOCK WALL REWIRED K WALL REQUIRED BLOCK WALL RECURRED �IXSRNG CLASS � GLASS Y MI EXSRHG CLASS CONC ANCHOR pl�g,G GLASS � O 16.0.4 —_ 7 2•MIN. —7T--S 70 GRAS(_ 1• SMIDULp LFII SFPAPMON I E EO SELZ TO C SEE 12 FOR BADE O 70 s0#DUT£ONES EET {' 70 WS(SEE I I SCHEDULE ON SHEET 1/18',3'MAX. ON BEET 28 FOR 12 Fri eIADE GANG ETSCHME ON SHEET f2 FOR BLADE FOR (sols-Ts)oorrt. III (Dat CN slfEr 2e FOR t/2' 2 FOR Bim � ON sHE�r FOR ALUM aDSETt (LOCATE AT BIAQF_S�&B PLATE.(LOrATE 1/2 al/OFS mh® FIADFS md: AT EITHER SIDE MI \ r ^^�v 1/2•WN. OF& I 4 USE 1 OR 2.MAX. Jt0a1/2•S.M. ---- /10�7/z•S.M.S. ( _—_-- (AS APP 'xICUP ANGLE/8•x0'-z• i ----- O is'O.C. _ O 18.O.C. _—_-- 1 4 ` (6065 6 ALAT)AT MIDIM 4 \ Q) •r 1TA2PO0F S ANCCHM TO W AT 1.O.C.(LOCATE AT 5 SEE DETAIL x OR ®. SIDE OFA) 1 OR SIDE CONNEC710N \& 1 OR (W SEE DETAIL X FOR 1 OR orTO TRACKS _ SIDE CONNECTION �rO6.Qa a •®o SEE DETAIL X 8 u 8 1 -6 7 8 •®^• TO TRACKS - -6 7 8 •®- �.®"©•®„©•®a sroE QTO TRACKS ®7 E D CJJQN. D 10 END CONNECTION DETAIL 2Q END CONNECTION DETAIL(1) END CONNECTION DETAIL POURED CONCRETE OR •RFAU R SPANS GREATER THAN IY-W ————— /-IE1(ISTINO CLASS CONCRETE BLOCK WALL REQUIRED4 4 kft SEPARATION /z•S.M. ��C,------------ TO GIASS(SEE O 16•CYC. uFt SEYARMW Y VL------ SCHEDULE O Axa coNc 1/z-MIN. TO CLASS(SFE ----------- -------- (1). ------- ON SHEET 28 FOR ANCHOR O 152 F sA�OE(1). _ _ OR 1 oR 1 CONaRETE e!IDES 0&® 12.O.C. j ON SHEET S�®k p 4 ----- ---- ANCHOR C FA O C --- 1 2 WN. ---- —i _1 z-1AJL_ _—_—_ EQ --_ 6 OR®OR(9OR y 2•MIN. 2•uqH. ♦�1LAONNS�OEFTUSE oR®ORBOR() . 5 1 OR W /1. ((11�� POURED CONCRETE OR OR -ll"O-aO°�•®- -©•O-©-®•®- END IN J ALLA TON CONCRETE BLOCK WALL ®-©•�©•®- ®'®•�©•®°'. REQUIRED ©•�•©-©•O•®•► ©•O•Q�-©•O•®- 1 V ,BLADE OR 0& WV WINDOW BLADE INTO ®•®-®•Q�-O•Q - ®'®'®'®"�'®' CONCRETE OR CONCRETE' BLOCK WALL. END CONNECTION DETAIL CS ©•®-®•®-p•®-QQ ®•®"®•®'®•®'OB END CONNECTION DETAIL© FLORIDA BUILDING CODE r0n High Velocity Hurricane Zone �..���``i A•T!([/T''�i� 0 20i5 EASIEAN METAL SUPPLY. INC. �� BERTHA HVA+ IL EC O,N�. A■S■S■A■ Accordion Shutter System V.BM 01 N OR 110 N.V.www BUNS k H.V.Bum III Shutter Systeme *; TESTING � ENGINEERING COMPANY DCS1CRIrrXg OATC ORANH BY: M.L TILILIT T -o STATE OF 3 axe N.N.70 M1 R s1.703 vaxau apmus RARM 731 Association. Inc. 1 01.0 tt-tM oR/13/13 ON1E 04/13/15 T'Aono::(3�7f-Taw.Fm:(305)571-1331 4268 Westroada Drive 2 DRAWING No West-Palm-Beach,-FL-33407_3_ WATTERAA urED-OMRIDA Lt.itso3`ilei' s 15-084 P.E. S2/618M1EPII�tE/DATE SHEET e 11 OF 28 SCHEDULE, 91 SCHEDULE 12 SCHEDULE 83 MAXIMUM SHUT(ER SPAN' 'L+-OR 'L-' MA)GMUM SHUTTER SPAN* Z+' MUM SHUTTER SPAN*-L+' (ft.). FOUR INSTALLATIONS®/5 1 1- OR -L-- (ft.) FOR R -L (R.)'INSTALLATIONS I NA LEGENDaii & do or(}y or(� INSTALLATIONS W/ CONCRETE 3c � y W/ ONE H.V. LOCK ® or ®or or & W/ ONE HV LOCKS MANSORY W000 (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN HO LOCK ®W/ NO LOCKING RODS or ONE W LOCK or 6 or® OR W/ NO LOCKING WALL A. B. C. D. E M. N. O. P. 0, AS.D. POSRNE DESIGN PRESSURE RATING. CENTERIMTES®&®W/ ONE HV -T- W/ NO LOCKING RODS® ODS MOUNTING F. K & L R. S, &V. L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTE t) A.S.O. DESIGN PRESSURE RATING. BOTTOM SEE NOTE FLOOR/CEIUNG G, H, I, 11 R J L U. W &X (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR MkX A60. ET CONCRE&WOOD WSLAUATIONS O MAX Asa CONCRETE a we•e- CONCH MOUNTING WALL MOUNEWGS(TOP/BWOM)OR FLOOR/CEILING: TOEM OEM q � WSAllA710N5 PRE59 PRESSURE WALL MOUNT= GIVEN A POSITIVE"11 DESIGN PRESSURE RATING. RAIM L O / NOWPATM -oDycF>+1Nc MOUNTING ��RC OR Ma GIVEN AINNEGATIVE M AS.D DESIGN PRESSURE RATING. (i w-) Ft00W MOURaINGNaNG L i L- L a (r) L-(RJ L r L- L i (N L-QQ DETERMINE MAXIMUM SPAN%L'FROM SCHEDULE- 30 CHEDULE30 OR LESS 16'-0' 1B'-O' 16'-W 16•-0 30 161-0- 16'-0' 30 16'-0- 16-0' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 13'.-2' 16'-W 35 14'-10' 14'-10' 35 15'-2' 16'-10' G WJINUM SHUTTER SPAN'L+-OR'I-'FOR MINIMUM DETERMINED SPAT BETWEEN 'L+'AND'L-. 40 13'-10' 13'-10' 14'-27 15'-2' 40 13'-10' 13'-10' 40 14'-2' 15'-2' INSTALLATIONS INTO WOOD SEWl BE LIMITED TO 45 13'-1' IV-10, 13'-C 14'-3' 45 13'-1' 3'-1- 45 13•-4' 141-3' 105 Psf.AS.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 50 12•-5' 12'-8' 13'-Y 50 12•-5' 12'-5' 50 tY-3' 13•-1' COMBINATIONS IN BETWEEN WALL MQUtthNGS _ - -1' 55 t t'-10' t 1•-1 O' 55 II,—I, I V-1 t' W/FTDOR/CBWc u0INT1NGS: 60 11'-4' 11'-7' 12'-4' 60 1 V-4' 11'-4' 60 10'-2' 10'-11' FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE 65 70'-10' 10'-10' 65 9'-5- 10'-1' RATING: DETERMINE' 70 td-8• 10'-9- 11'-5- 79 10'-6- 10'-6' 70 8'-9' 9-4' t HV CORNER CENFUMATE 03 MAY BE USEDflAT Li+a AWT.SPAN FOR WALL MOUNTING INSTALLATIONS 75 10'-1' 10'-4' 11'-1' 75 70'-1' 10•-1' 75 - 8'-9 MOUN TING INSTALLATIONS.LOCKING SPECWICATXIs+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 80 9'-10' 10'-0' 10'-9' s0 9'-10' 9•-10' SHNL BE AS INDICATED ON MANDATORY CONDINSfAZlATIONS N120 9'-8' 9'-6' 9'-9' 10'-5' 85 9'-6' B'-8' NOTE/5,SHEET 5. FOR A GIVEN NEGATIVE ASD. DESIGN PRESSURE 9'-3' 9'-3' W-5' 10'-1' 90 9•-3' 9'-3' RATING 9'-0' 8'-9' 9'-2' W-10' GS 9'-0' 8'-9' DETERMINE 8'-9' 8•-4' 9'-0' 9'-7' 100 g-9' B'-4' Ut MAX.SPAN FOR WALL MOUNTING DWALIATIONS. L2 MAX.SPAN FOR FLOOR/CEILING MOUNTING W-7' 7'-11' 8'-9' 9•-4' 105 8•-7' r-11' INSfALI/010N5. 8-4' 7'-7- 9'-z• 110 8'-4' V-7' SEPARATION TO GLASS SCHEDULE 8'-2' 7'-3' 8'-4' 8'-11' 115 8'-2' 7'-3' FINAL MINIMUM ALLOWABLE SPAN IS EQUAL TO THE 8'-D' W-11' 8'-2' 8'-9' 120 B•-0' 6'-11' MIMMUM BETWEEN 'L1+','L7+'•'Lt-'AND'I.x 125 V-10• 6'-e' W-O' W-5' 125 7•-10' 6'-B- WIND ZONE MINIMUM (4)GO TO ANCHOR SOKEDULE WITH FINAL MAXIMUM 130 r-e' W-5' 7•-10' 8•-1' 130 'r-,r 6'-5' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.O.DESIGN 135 7•-7' W-2' 7--9' r-9' 135 r-7' W-2' TO GLASS PRESSURE RATING TO OEERMNE MAXIMUM ANCHOR SPACING. 140 7'-5' W-11' 7'-7' r-6' 140 r-5' 5'-11' 145 r•s' 5'-9' 7'-5' 7-3- 145 7--3- V-9' 1 THRU 3 1" 150 7'-2' 5'-7' 7•-4' 7'-0' 1ST) r-2' W-7- 155 7'-0' 5'-5' 7•-2' 155 7'-0' 160 W-11' 5•-2' 7'-1' 6'-7' 160 1 6'-11' W-2' 165 6•-10' 5'-1' 7'-0' W-4- K200 6'-10' S'-t' 170 6'-9' V-11' 6'-ii' 6'-2- 6'-9' 175 8'-7' 4'-0' W-9' V-0' V-7• 4'-9' 180 6'-8' 4'-8' 6'-8' W-10' W-6' 185 8'-5' 4'-6' W-7' W-8' 6'-5' V-6' 190 6'-4' 4'-5' 8'-8' 5'-8' 6'-4- 4'-5- ' O H ♦ BLADE 195 W-3' V-3' 8'-5• 5'-5' 8'�i' 4'-3' 200 W-2' 4'-2' B'-4' 5'-3' 6-2' 4•-2' 4-t' a-3' S-t' 6•-1' V-1FLORIDA BUILDING CODE 16 Ifigh Veiacity Hurricane Zone •"�(>A.TI "��. m 2015 EASTERN META.SUPPLY,INC. .,/lf%'''� BERTHA HVTM P: \GENS A.S■S■A■ Accordion Shutter System American Shutter Systems ITV 8lADE 1 w OR W/o TLV.YANDOW BLADE 3 U.BLADE TIWi TESTING 3 ENGINEERING COMPANY 9. 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(A) TO ETOSTBRC Po ARED OONCREM(1911,fa",3 bl) (9)WALL SILL MOUNTING ©CEILING MDUNRNG @M FLOOR MOUNTING - 114 TAPGo1f DRS TAPcoN giT4 ADVANCED TFREAOFIDMA TELTRNOLOCY ANCIDORS As MANtiFACTUREb BT Lrw t+uRDEx (Tan fe e s tmt} sPAH EMMBMW ^ 1/4'A x 3/4t POHNIS 50UD-SET ANCIiOR4,A5 DG9RE3UlED B+f ALL PODIIS SCREY,BOLT h SPEOPLTY COMPMfG(E61.fc 3 lot) (t0 ASD.t)FSCM NECA29E LoAll ASO ttEOAta7 ROAD ASD tECAikE RDAD BLUE trflt2REtE ANtlHDjS Wf CAP AS 10.AtUFACtLMID BY FtCHA4 FASIF}IEAS ORECI I2NG(IBn f9 2 lol) 30140160175190 11201160 30 40150175100 120 160 las 30 40 040 75 9D 12D 160 206 T�OR - 1/4"4 TAPPFNg10RS AS NAMNFAGTURED BY POWENS FASDENORS,INC.,AHNI DiSTRBtAtFD Bf AIL PpiTS�,BOLT a SPECIN.TY 7APOM WITH ADVANCED Y 12 ID 9 6 6 / 4 a d 6 14 9 6 6 6 114RF DFORM TEC}NOLOCr COMPANY OUt OTlEM AFGPROVED tk'QL4D OR AUDfgRp£O VENpOR! Fp0{741E AMEREi1µSyUtTER SYSTFLS ASSOCOO10ty Oa,• 12 t0 9 B p 0 0 14 12 10 9 p 0 0 e 14 12 10 8 6 6 0 8 ALL.POfN15 SafD-S� (iW.fo.+3.0 M UM 14 fz SD 0 0 -W"'a 8- 14 1110 9 s a a e 14 12 10' 9 0 p 0 s aSLHE 7AP W CM /4 12 10 9 8 a a 7 14 12 10 9 8 8 6 e f4 12 f0 0 D 8 0 a A7 MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH AMIANOW THREADRU TECIINOIOGY ANCHORS AND TAPPER+ 14 t2 10 9 a 7 ab 3D 14 12 10 9 a 6 6 5 14 12 f0 0 6 8 a e 'TAPPED+' )blHCIiD1t4 is 7 3/4 M�FOR BIHIE TM W 10 9 a a 6 5 f4 12 10 9 a 8 a a 14 Y2 fC 9 D 8 a u /GAP ANCHORS is 1 1/2: 14 12 10 9 8 a 8 4 14 12 10 9 6 a a 4A 14 12 10 0 8 6 4 &5 A2)MNU M EMBEDMENT OF 1/4"4 x 314'ALL PONDS SOLD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 a a 6 4b 14 12 10 9 a a a 33 14 12 10 9 a a a 4b INTO STUCCO SMALL BE PERMITTED.1/4'4-20 S.S.MACHINE SUETY USED SHALL BE 1 7/2'LONG MRiMUM SOL U)STUCCO DW.AND 14 12 f0 9 73 fi,6 JS - 14 t2 10 9 8 a 8 5 14 12 10 9 a 7 3.5 4 4 i>g i1R 1'IpMMUM FOR-WALLS YARD NO STUCCO. 14 12 to 9 8 6 6 a 14 12 t0 0 a a s 55 14 t2 10 D 8 0 a 4.6 A• 9�T 5`^0' 14 X10 4 74 - 7t 12, t6 9 6 d.5 8 33 44 12 !0' 8 aD 6 3D S A3)IN CASE DMT PRECAST STONE:PRwAST CONCRETE PANELS,PAVERS OR ANY vem BE FUURD EH THE Omm HALL OR am 8 7.5 4.5 - 14 12 t0 a 11 8 '11 4D 14 12 YO B 8 6 43 R ANCHORS SHALL BE LANG ENOUGH TO REACH THE MAIN STRUCTURE BEHINO SAID WALL FINSHM ANGIORAGE SHALL BE AS INDIATED ON t4 48 - - 14 12 0 9 a 7.6 ss 4 14 i to 9 a 8 43 3.S NOTES A1)a A2)ABOVE FDR INSTALLATIONS ON VINYL SEW OR ETES WfITl OR WITHOUT WIALSDRFDS CONStai 7M8S FNG4�FFR.t'IXt 6•_0414 88 6 - 14 12 i0 9 0 8 6 a 14 12 10 9 a 63 0 3b INSTALLATION INTO EFS WITH META,SPUDS SEE SHEET 2BA,t4 TD 93 3 - 14 12 +0 6b 7 S5 4 3 14 12 d 63 SA 4 314 0 6 - 14 12 10 9 6 55 a 75 14 t2 10 83 8 5 4 - (B) TO EWING CONCRETE atom(am C-90} 14 12 8 93 5S 3 - - 14 12 10 9 a &S 43 35 14 12 10 8 7 5 35 3 -114"A TA•CON OR TAPCON WIN ADVANCED THREADFORM'TECHNOLOGY ANONORS.AS MOUFACNRED BY(T W.BUILDOC f0 9 8 8 - - 14 12 10 a a 7 5 4 14 12 10 9 73 5S 4 3 -/14'IF x 3/4'ALL POINTS SOLID-SET ANCHM AS DISIT;IWIED BY ALL PoQ{LB SMV DOLT k SPaxTY COMPAW. 141 10 a 046 4 - - 14 12 9 7.5 0 45 3D - 14 OS 7 93 4b J.a - - -1/4'0 BLUE TAP CONCRETE ANCHORS W1 CAI$AS MANUFACTURED BY FLORIN FASTENERS DRECT INC. t4 1 RS 7 4' - - 14 12 f0 a TD SD 4 - 14 12 7 73 43 - 1/4 0 TAPPER+ANCHORS AS WATACTIRED BY POMM FASTERIM.INC.AND DISIRBUIW BY ALL FONTS SCREW,BOLT a SPECIALTY 14 It 7 5S 4.8 - - - 14 12 10 9 73 SD 4' - T4 12 9 7 6 43 3 - COMPANY OR ANY OTHER APPROVED LAMMED OR ALRHORMM VENDOR WON THE AMERKAN SHUTTER SYSTEM AS'SOCFAnOK WQ 12 10 9 fl63 - - 14 12 +0 9 a 0 4 - 74 12 10 a 04.5 5 3.5 - 1aH[Q` 4 12 ab 7 5D s - - N 12 8 5a 93 4 3 - 204 9b d 5 4 3 - B.t)MINIMUM ENBEDMER IWO CONCRETE BLOCK OF TAPCON.BLUE TAP W N 12 as TS 6 - - - 14 12 9b a " 5 - - 14 12 9 B 68 4 - - /CAP lN1310RS AND TAPPER+ANCHORS 6 1 1/4'AND 7APCOHR 13 93 43 6 3D - - - /4 12 f0 8 0.5 p - - 14 t2 93 5 4 - _ WIN ADVANCED TNAFADFORY lEDt94DI,O8Y ANCHORS IS 1'. 9'^0' N 12 10 A 8 - - - 14 11 7 9 5 &S - - if 12 88 7 33 4 - - &2)MINIMUM EMBEDMENT OF 1/4'4 x 3/4'ALL POINTS SOLID-SET ANCHORS SNALL BE ETHIRELY ENBEODED INTO THE CONCRETE BLOCK.NO i4 ib 73 a - - _ 14 Ii 7 bb 5 3b - - 11 0 b5 43 3.5 - EMBEDMENT INTO SRUCCC SHALL BE PERMITTED.114'4-20 S.S.MACHINE SCREW RUSED SHALL.BE t f 14 12 d 043 - _ _ _ 14 12 ab 7 8 . - - 14 11 7 S.5 8 34 - - E7051',AND 1'MINIMUM FOR WALLS WTH NO STUCCO. /2'RING l4NMaJtI$NKSI.BD STUCCO ld 85 SD 4 - - - - 14 12 0 7 0 46 - - 14 71 7 63 43 Sb - S4 12 10 9 7.5 - - - 1i 12 10 8 9S S - - 14 12 8 8 S 4 t0'-O" - _ - 0.3)IN CASE"T PRECAST STpw PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE TO("ON THE EKSINC tall OR FTaM 14 TDD 7 S 3.5 - - 13 9D 045. 3 ! 3 - - 10 73 5 4 3 ^ - - ANCHORS SHIALL BE LOUD ENOUGH TO REACH THE WIN STRUCTURE BEHIND SAID WALT.FINISHES MNC1iORAOE SHALL BE AS INOWM ON t4 1117.5 55 - - - - 14 11.6 9 8 a 4 - - 2.5 9b 6 5 4 4 - - N07M&t)a 0.2)ARNE.FOR INSTALLATIONS ON WNL,SIDING OR EFS WITH OR W(MOUT METAL SIUOS CONSULT THIS ENGINEER. OA d ti - - - - 14 12 6 93 6b 4 - - 13.t0 ab 6 4 3 - - FOR INSTALLATION INTO EFS WITH META.STUDS SE SM7 2ak 71"-O' 14 12 10 - - - - - 14 12 9 7 8 4.5 - - 11.1 4 7 55 46 33 - 2s 93 8 - - - - 12 9 0 4D 4 3 - - 9 7 46 3s 3 - - - (C) ANCHORS Stall BE WSDALtED FOLLOWING ALL OF THE ROCOMMENDAMONS AND SPECIFICATIONS OF THE ANCHOR'S MHAUFACIUREL 14 10 7 _ _ _ i4 103 7 63 4b - 13 804 55 4D 78 8b J 43 - - - �- 14 I3 73 a a - - - 12 9 a 43 4 - _ _ (O SEE SCHEDRAE.BUM EDGE DIS! 0. SPACING REATIDMSHP FOR ANCRORS 12'-0' Y4 12 10 - - - - - 14 12 8 904 SS - - - 13 10 045 S 4 - - - EDGE DMTAMCE TIF.HEICT SPACING SCHEDULE FOR ANCHORS• 11 . 53 4 3D - - - 8 6 4 3 - - _ _ MAxBAM ANGIOR SPACINGS ARE VALID FOR EDGE DWANCES INDWAM BELOW.FOR E.0.LESS THAN TIE UWATED,REDUCE ANCHOR SPACING 35 9D 6 ^ - - - fs 93 045 5 4 - - - 0.3 a 5 ; - By MUL7 PLYNG SPACING SHOW ON SCHEDULE By RE RALLOWxI FACTCNS 9 be _ _ _ _ 4 198 7 53 41A - - - 11 5b 55 4D 33 - - _ SPACING OBTAINED USM FACTOR NOT BE IAS 7"MN99N SPACMO IIDICA7ED FOR EACH ANCHOR TYPE 14 /2 - - - - - 14 tb 7S 8 5 - - - # 9 6 4D 4 - - - FACTOR Ob a - -jJ77.5 a 4 S - - - Ls ab : 3 - - ACTUAL TAPCON WITH TAPPER+ 9 s 4D 4 - - " 7 5 - - - - LEDGE TAPOOJR � AL POINT SOLIDSET BLUE TAP W/GAP 93 as s - - - - p3 7D 6 4 - - - DICTANCE TTtR£ADFORM lE LmSPACING -0. 14 12 - - 19p 7 Sb - - - 11 88 4D - - _ _ E0, DIN,SPACING+3' MtN.SPACNO c 3' MIH.SPACING 3 1/2' MR SPACED w 3" 33/4' 4' YO Tb - - 7 4b 3D - - - u 7 6 3.5 3 - - - a tYAl4D O O1N057E BLIX CONCRETE a FC= a POMFSDCM40MEg= 1.5 a - - - - a 55 4.5 - - 9 6D 4D - - - COi E BLOCK MH E ow+(1Y MRL E&.2 I/rm 101 EDLE BLACK 6,81 E0..3 1/L' EO"21/1 7b - - - - s a - - - - 93 7 4D - 3' 1.fl 0.90 1.0 0.78 f.0 OA4 f.0- 1 as - - - ob s - - - MADE WBRKiNG as7 f.fl SD 4as p 3 _ _ _ _ 2 112' 0.81 1.010 - - - a 3 - - - - - as+W _ _ _ _ _ IN UN1 4N♦ y 0.71 - ost 7 - - - - - - +D f 314. - - iB,-o. 14 - - - - - - - 93 a - - _ - 0 73 - _ _ _ + i - - _ 0.43 8 - - - - - 0 d 4 - - - 6 O.Jd 9 - - - - - - 7 a 14 - - - FLORIDA BU INC CODE OR High VeiPdty HUtTEC=9 Zane AA" AAn -.0 VL A.Tl f� //ifrrrr 0 2013 EAWERN METAL SUPPLY.INC. ,, �.;.•••... .,� rrf fA_FF� BERTHA HVTM 1 L ECO ,N1:. ■S.S.Am Accordion Shutter System f��/ Y.BLADEIII TT H)IR W/o N.Y.iBIODW BLADE k N.V.WEE TiLLIT TESTING & ENGINEERING COMPANY AMOLio6►h SI offer Systems Nk DESCRrm DATA; MArn UP. ML _,.O;- A;i:OF •�'__ 0483 KV.3RR St.St.30%WAWA"SAROM HDRM 3316t As'3oclatto T, Inc. 1 Oto 11-114 04113113 DATE: G4/13/35 4268-Westroads_Drive 2 rrrr,C�•--. Cyt���� 0 79• West Palm Beach, FL 33407 s -ORAWING_No- rhiOS'S/QPi�L1 WALTER A TRAIT Jr.P.E. 4 15-084 P. S/t�ASLAjI$k6PMY�Z2E/DATE Fl oA,DA Rx. u1e7 s SHEET OF 28