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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 Harida Departmentof BCIS Home Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts ! Publications FBC Staff BCIS Site Map I Links Search Business ]) Pr�feSS� I � � �' USER:Pubic UpseerOVal Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail a a e! `L� tc� j FL# L389-R8 Application Type d::D ' Code VersionApplication Status Comments Archived ❑ jProduct Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bFeeley@easternmetal.com 9 y Authorized Signature Bill Feeley t1 Irodriguez@easternmetal.com Technical Representative '• ; 8 290% Address/Phone/Email P E R iA I T7 INC Quality Assurance Representative 5t. Lucie County, FL Address/Phone/Email Category (:Accordi:on hutte Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 O Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code httns://floridabuildina.ora/nr/nr ann dtl.asnx?naram=wCTFVXnwt.DavYYHH?.v.TvxSlMw... Florida Building Code Online Page 2 of 2 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 FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.1)df 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.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in 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 sh r other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks nly-(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.odf Approved for use Io HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resist e•t•Yes Created by Independent Third Party:Yes Design Press N/A Evaluation Reports Other:Large mis a "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 HV1 blade,8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f,for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 FBerthaV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (Non-HVHZ)-Drwg 15- (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.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Back Next 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 mall.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: _Cli—ck Sz.t httns://floridabuildiniz.ora/nr/nr anti dtl.asnx?naram=wGEVXOwtDcivWHH2v.Tvx5lMw--- 419.9.19.016 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ' DESIGN WIND.LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR ABASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL - TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd--0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER 70 VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WAND LOADS AREA•1: HV BLADES(D BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 At 20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVER STRESSED.A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VE7(IFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21.-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SEGTIDN 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE 0 10214.01-03,#0715.01-03,#1004.01-05,#1214.01-05,#0317.02-06, 0609.01-10 AND$0210.01-11 AS PER TAS-201,TAS-202 AND TAS-2D3 PROTOCOLS AND ASTM E-1886 AREA- 2:,FN BLADE n AND HV WINDOW BLADE 11 AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (WHERE APPLIOABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2,3) BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(EIV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.76'AND$14x1-75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 w YIELD srRENGrrH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR NEW. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3-MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Itsi AND 35.7 IiSi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.IENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 w MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SFE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1): 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 KV BLADE 0&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.THIS BERTHA SHUTTER V-ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT6'7795COVERED, W COMPONENTS OF THIS APPROVAL ARE COVED,IN WHOLE OR PARI BY U.S.PATENT 05458,179 ISSUED TO!ASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY.INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATrACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULKAREA 3: HV WINDOW BLADE ONLY 1F�A ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL FIV AND HD LOCKS. AREA 4: HV WINDOW BLADE n ONLY 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED N. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D_ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D.SHALL.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone R A.ri/ ©2015 EASTERN METAL SUPPLY,INC. �1CFirY . 9 BERTHA HVTM a. y a ® ® ® Accordion Shutter System H.V.OLADE#1 W/OR W/O H.V.WINDOW BLADE ''fl: 43'fA flJ� o American Shutter Systems ILV.NI DESCRFTION DATE DRAWN BY: M.L. 73; TES TILLIT TESTING & ENGINEERING COMPANYASSOCiatiOn. Inc. 1 OLD 11-192 4/13/i5 DATE x/13/15 OF,•• 6355 N.W.36th.St.Sta.305,ViRSINK GARDENS,FLORIDA 3316 q :\ Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No ryz.. �; a-mall:blteco®aol.mm West Palm Beach, FL 33407 s ;�/VAL 0A ` ``�� WALTER A TIUff1Jr.P.1- 4 15--085 FLORIDA Lie.t 44167 5 SHEET S� P.E. SEAL1 %TORE/DATE .6. 1 OF 20 .. FUR WINDOW BIAOE Q B B• iV VARIES 1.918" 11'491' p ?��A• °o r o o Maz. , .09 4.999• _ 0 0 ���ae O1 HV SOLID BLADE N .375 h n ®HV 90°/1 SW STARTER ®HV UNIVERSAL FLOATER a QUALIFIED FOR USE W VERED UNDER US PATENT QUALIFIED FOR USE W/ HV BLADE( ®HV DIRECT MOUNT I IN OW D 6005-T5 ALLOY AND TEMPER ALIFIED F (7� 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE Q ON SHEET 19 BLADE I .37' 6063-T6 ALLOY AND TEMPER 3.226' 1.500• 6063-T6 ALLOY A TEMPER 124' 0 085- gyp• 2.670• 3.556' n ) 6 . 1.000- c! v 994' .670' 2226" 072 842 `o 4.897- o .815• 2.092' N N 6.0 2• o.a 2 (7 HV ADJ. ADAPTER W/LIP 4�6 gs 1:375• 3.226' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK ©HV ADJ. FLOOR TRACK BLADE(D QUALIFIED FOR.USE W/ HV O9 Hb TRENCH TRACK so63-7s ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ ITV 6063-T6 ALLOY AND TEMPER BLADE(ONLY. (1� HV RAINGUARD BLADE D - 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ 6063-TG ALLOY AND TEMPER VARIES1.936" MBLADE 1 1' 1'915_ VARIES 1.936' - TEMPER °x. • 1.91.7' . c 0r_w3• 083' m .083 c .083" .093• .093'' .n .100' N y • .060' n 670 ,L,Ar .060" 6 p 4cy. 670 1.686" • 4' 670 3.520• q 5 0' - A� 'lHVHEADER SILL 99 ll HV CEILING HEADE�2 © 13 HD CEILING HEADER/SILL q UFlED FOR USE P7 HV BLADE 1 ONLY, QUAUFlED FOR USE W/ HV BLADE 1 ONLY / 6063-T6 ALLOY AND TEMPER, QUALIFIED FOR USE W/ HV BLADE( 94 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDRY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER - BLADE0 ONLY. 6063-T6 ALLOY AND TEMPER X COMPONENT A 8 T1 T2 X Y t T IMNXMNYMN.t t- 1' 0.062- a 2" 2' 0.125• 1© 2" 5-MAX. 1/8- 1/8- 3' 3• 0.090' 18 2- 5'MAX. 0.192- 0.192" - (j'B;ME 0 CORNER POSTS W/ HV ,::�]ALUMINUM ANGLES T9 z.s" 7'MAx 0.190' 0.190' QUALIFIED FOR O W/ HV QUALIFIED FO USE W BLADE 1 6063-T6 ALLOY AND TEMPER B ® 2' 5•MAX. 0.139- 0.131" 606 - -f6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone p:TjT'�.,� ©2015 EASTERN METAL SUPPLY, INC. ...... �9%, BERTHA HV Q� �pENSF •• Accordion Shutter System ® ' INC_ ® ® A M H.V.BLADE/A1 W/OR W/0 H.V.WINDOW BLADE / *= American Shutter Systems ZEV.N DESCFOPDDN DATE DRAWN BY. N.t_ TILUT TESTING k ENGINEERING COMPANY 2 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 sTaTE OF �,` 6755 N.W.3GIh SL.Ste 705.NRGMIA CARDEN%FLORIDA 331 Ph°n°:(305)8711-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No FCOR10 �� West Palm Beach, FL 33407 3 15-085 S/aNa��`'``` WALTER A TILUr Jr. P.E. P.E. 90it/fIGf�19'��RE/DATE FLORIDA Ue.(/44167 5 SHEET 6 2 OF 20. 4.660' .929' 1/4"-20a1 1/4'-20 IE CAST 4.576- .745- 2.293" FIAT NERD THREADED NDUSCIC EN/M0. 2.293° .745' 8.334' S.S.WS. BPKED`PAINTED 1URDIDE 7NRFADD] DIE CASE 05 w ryp (2 TYP.) p HOUSING R MEL G 15 i0 BNCFA PAINTED TURN /) p KNOB. Q,Nf s2. .062' o. c 0 obti _318_ DER BRASS CAMER ¢244" •¢S¢• -- - -� &KEYS E (CHROME PLATED) a RR) c PLATED) 21 HV CENTERMATE � s. taz5 V 0 ® HV EGRESS LOCK LIFlED FOR USE & 1 ONLY �`J V LO 'ENT RM TE o�,o. 9p ATThhII "o`' 3.023' 75' m QUALIFIED FOR US / HV QUALIFIED OR USE W/ HV -TES ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 & 1 ONLY e' BLADE ONLY. BLADEQ)&®ONLY. 6063-TES ALLOY AND TEMPER (2 HV CORNER CENTERMATE 0TALIFIED FOR USE W/ HV BLADED) ONLY 250'o.D. t6" 2.87x' 6063-TES ALLOY AND TEMPER PLASDC HEAD o 1.756' .922' MOLDED TO n '� 4.045' 2 SCREW 2.079' 1.753" t.aoo' o p6`A m P n• n n .DU8MSEW j1 60-A FTER RNEONG 25' os BEFORE RIVETING 4/4�^aX naS.S. THNUT* m .p • m *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN SHEEP NJTSERT.PART tt 0820,AS MANUFACTURED BY AVOEL I 275D I 27_?� 822" PLAN `3 FRONT ELEVATION HV MALE -T" LOCK CENTERMATE 4.5s6- CHERRY 1°0°RµPALTPPD+r'NEW JERSEY LOOS'OR EQUAL ® " n HV "T" LOCK ® HV ALTERNATIVE LOCK 0 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE QONLY ® HV FEMALE T LOCK CENTERMATE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEQONLY 6063-TES ALLOY AND TEMPER QUALIFIED FOR USE W HV BLADE ONLY QUALIFIED FOR USE BLADE 1 ONLY. 6063-TES ALLOY AND TEMPER' W/HV BLADE D ONLY. O 6063-T6 ALLOY AND TEMPER .5' 7.917 1.917 3.161 0 0 3' oa43 3 THUMSTURN ' .432 1 CYLINDER OR m .214'm .083 .062" 1 KEY CYUNDER •m .214' .545' 0.875'Min. 1 .125'Max. ® HD CENTERMATE NO LOCKING ROD ® HD CENTERMATE W LOCKING ROD ^ .4o m6 m � F0 0 QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE(1)& toHD CENTERMATE'S INSERT -804- - 6063-TES ALLOY AND TEMPER 6063-TES ALLOY AND TEMPER ° m o VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE q&0 1/4.0-2D SA oR 3/8.0-16 1.130' 6063-T6 ALLOY nAN0 TEMPER - THUMeTURN A&L THUMBSCREWS. 11/2' _ CYLINDER (SFE DETASS) Do s� - COR KEY YLINDER 115 r 1.57 Min. ® LOCKING RODS 1/4.0 ® HD LOCK 375'0 Q 01 3. HV 1 4" 0-20 AISI 304 BY REGENT HARDWARE MOROSE LOCKS SERIES 2333 HOOK BOLT LOCK. ,,,CCC110��� 6063-TES ALLOY AND TEMPER 6 HV 3/8"0-16 ACETAL Q y�5 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1Q& QA D ILLED AT TRACKS FOR PROPER EMBEDMENT BLADED) QUALIFIED FOR USE W/ HV BLADE1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY.INC. 10 BERT19A HVTM l _ o �w Accordion Shutter System c - = »v I�AOEi w/OR w/o KV.WgN06W B1 :• ��/l ,! AmeflCOn Snuffer Sysiems EV,No DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY S ASSOCIOflOn4 Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 A'. P:•�` 6355 N.W.3616.SL.5)Stn.JOS•Y.F..:GINIA (.3056,FLORIDA 1-153 3316 Phone:(305)877-7530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No %��''••. e-1no;I:6It<xo®aol.com West Palm Beach, FL 33407 3 715-085 WAL1E A.ML TrJF.P.E. g P.E. SEAL/SIGNATURE/DATE FLORIDA uc. 44167 SHEET 6 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 9 3/8"0 12"MIN. CE 41 40 38 TO BLADE P 625 O HV BLADE 1 (� GE 1A .1875• tx1ELtIaR .0625 ,0625- ® HV BLADE 1A \1 i HV WINDOW BLADE 0625 6F.N x-x 3® HV LONG RECESSED NYLON BUSHING z� II' n KNUCKLE m OPENIN ,0625 '1875' Y 3 ¢ U N 0yp) 0.0625• ©9 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER f(DOR® N I T 6 fiNON OR R7.7F5��/ 3 50• ® W WHEEL CARRIAGE AISI 302-303 SERIES I I N,14�I" 40 1 n x/02.750" X 0.870"x3/16"THICK NYLON WHEEL 3 li I, N z 7/6 MN W WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS M(— , 315.0 SEPARATION m3.00 1'1 BEWEEEN --I .0625' 0625" 3.7500° ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR W o OPENINGS ON C 3/RS xuCRON Y-V I47 m .7500• ® HV 2 3/4° ACCORDION PIN W/ #8 HEAD k 41 47¢" 2 1/4" Ex16eiOR OTvanON ® POLYCARBONATE IMPACT RESISTANT HV WINDOW _ j j BECLEAR LEAR TYPICAL. HV WINDOW BLADE. C1 Al AND I I 3s i ! 3s POLYCARBONATE HV WINDOW DETAIL (D OR1 ® 4 or @ N.T.S. ((SEE NOTE FOR kE0U1REMENTS) j , I (D OR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC '��""�//HV PIN��14 REOUIRE�9ENTS AT EXTERIOR BLADE KNUCKLE FOR Y I iTO BLADE B M2"MIN.CLEA E INNOVATIVE PLASTIC LEXAN 103 RESIN nyl S�t w( � I (DOR i I (SEE NOTE "F° ON SHEEP 19). 0 (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV� 0 ( ! EXTERIOR i POLYCARBONATE SOURCES FOR 44 HV BLADE. TYPICAL SHUTTER ASSEMBLY APPLICABLE "ALT n 7YF'IGLL PROPERII6 SEANOAAI (2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT N.T.S. HV PIN oExrAOR e�mcE uauuomux nm EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ¢0.324• BuoE's KN*CKLE. FIC � ASTF 0792 a9a roA� aou I6� (SEE NOTE FOR BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. 04 ® 3 REQUIREMENTS) e ll- I FIX=YIE10 SRFNGIH ASM D838 9,400 psi. 9,500 P..L i ; FLEXURAL STRENGRI AT YIELD ASIY D790 12.500 ps .i. 13,400 , L (3) HV PIN ©OR Q W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® i t ; i FLEXURN.MODULUS Am DM 3{0,000 ps.i. 34`,000 P.si. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X > i I i I i 111ee0 SHEET OO I FlnRo cxm,zw ASM D256 49 FT-lb& 17 FF-m! NwMa CHARAGFNSUGC WHEEL CARRIAGE DETAIL SMOKE DLN9tt ASa1 02913 47.2 z 64.5 R MAX N.r.s. ASSEMBLY LAYOUT RATE OF 6UMNG ASM DISM c-1 CLASS C-1 CLASS N.T.S. SaF IGNII1a1 AS74•DI929 1010'1 980'F 1P• ASM G155 TMILE 51RFNGIH AFIFR NFAIM'SNO ASM 638 9302 ps.i. 8940 p.s.1. M HV BLADE SOLID do HV WINDOW BLADE DETAILS I 1ENSU:SIRES IIETORE YFK119AN. ASN 638 8461"1 8980!:3. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A., �/, ©2015 EASTERN METAL SUPPLY,INC. _ l% _ BERTHA HVTM _ I L C® v ® ®�® ® H.VAccordion Shutter System .BUiDE#1 W/OR W/O H.V.WINDOW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EV.IN =WRIPTION DATE DRAWN 6Y_ M.L. J�ATE Op _ 6355 N.N.36th SL,STa 3W,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 0' PhaOe:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 F' CRIDA •'c�`v� a 11-6lte-0-1—M West Palm Beach, FL 33407 3 DRAWING No ��'�'•ss/ONA�'EN6��.��`�� WALTER A T1U1T19r.P.E. 4 15-085 P.E. gtW'144n KRE/DATE FLORIDA UO.0 44167 5 SHEET 6 4 OF 20 0.0- ® e * ON HV LOCKS A - NTER A S• a e tc c m 9 5 1.MANDATORY CONDTIION Jt:ONE HV LOCK® ®SHALL BE USED AT 1/2 OP SHUTTER SPAN FOR ANY SPAN ®+® u x s 7 u ®�'��•��® OR 12"ABOVE ORB OW 1 2 OF SHUTTER SP FOR SPANS UP TO 105",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR CENTERMATES W/(2) 1/4"0-20 x 1/2"LONG HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16,q 0 IF DESIRED BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV O LO AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES "m OR&SHALL BE AS INDICATED ON NOTE(1)ABOVE -- Y` LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDMON 2 NAUD ONLY WHEN MANDATORY CONDITION #11 OR LIMBED MANDATORY CONDMON H.V_ LOCKS): LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY ° 4_96 6 ORg..0°® ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDn10N+f2: ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN �.9 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 4 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, PRE ATTACHED TO®CORNER CENTFRMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS x5c-xvc AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SNITffER ELEVATION.pi y� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEP 12. V ° �q= � � 66i�S 5 ONE ALTERNATE FIV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND T � INST TIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT Od-6a �i� OF 1/4.0-20x3/4"S.S.THUMBSCRflY TO®OR®CENTERMATIS SHALL BE MADE W/1/4'0-20x3/4"ALUM. $ —xo�o-xQvD o ` RNNUf AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 7/2 OF SHUTTER SPAN OR TWO i cmo v3 LOCKS AT 1/3 OF SHUTTER SPAN. �'�®" 6. �d4NDATORY CONDITION a3 FOR KEYSTONE MOUNTING INSTAAiATIONS:. ONE HV LOCK 0 or®or 0 SHALL BE USm AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION OR @ TOP AND BOTTOM LS COMPLETELY MANDATORY. DETAILS ON D F E H I SHEETS 10& 1a TYP. FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1.SECOND/LTE7RN.ATE TO M.AuDATORY CONDITION 47 VSD ONLY FOR HV'T'LOCK 611 .AND CETRTETRMATES 6�AND CENTERMATE W DIVE ALTERNATE FIV"I"LOCK Q0 MATYE BOCK STALLED IN LIEU OF HV LOCKS 0 OR®FOR ANY SPAN AND +O3 m INSTALLATION AT ANY ELEVATION.AL R Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O © ©+© © OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 1p+ $oR oR 1 +1 oa CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8.0 x 3/32' WINGNUT OR W/ 1/e0-20x1"S.SALS. INTO A 1/4"0x 5/8"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. + 8 aR 1 +®oR 8 + 7 oa ' NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK(5� MAYBE USED IN LIEU OF TYPICAL In HV BLADE SHUTTER ELEVATION_ HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8'F.H.SS.MS.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCI(MAY BE INSOW.ED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPITONAL FLORIDA BUILDING CODE(Mon High Velocity urricane one ``��•`��ER A:Tl( i ©2015 EASTERN METAL SUPPLY,INC. 3aP' ENgF':�9°s BERTHA HVTM 121 ® Accordion Shutter System H.V.BLADE#1 W/OR W/0 IM WINDOW BLADE American Shutter Systems REV.N, D6caFDaY DATE DRAWN BY: M.L STATE Of TILLIT TESTING & ENGINEERING COMPANY o= Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 •• 4,` 6]95 N.W.JON. 5)t.Ste.305.Y.Fox:(3055,RDMDA1-153 731 4268 Westroads Drive 2 �.•.• ONi Phona:(305)871-1530.Fox:(305)871-1531 DRAWING No ',,���FSS• �G��`;� -w:ti00067191.cam West Palm Beach, FL 33407 3 'iiq /ONALE p�`� WALTER A purr Jr.P.E. C 15-085 P.E. SEAt�1GN}�tUTRE/DATE FLORIDA u�.N aats7 6 SHE5 OF 20