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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 _ .: :.. Flo,Ida Depaltmentgl BCIs Home i Log In I user Registration Hot Topics Submit Surcharge Stats&Facts { Publications FBC Staff I SCIS Site Map Links Search Business Professional T"1.1 Product i �USER:Publics UPseroval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail �(� a FL# L389-R8 Application Type Re ' Code Version 2014 APR 9 d 2016 Application Status Approve Ia PEF M17-T,,;t4G Comments St. Lucie COL;ri;, FL Archived ❑ Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category (:Accordion hutters Subcategory 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 W Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 https://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mw... 4/22/2016 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.odf 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 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.odf Approved for use t HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resist t:Yes Created by Independent Third Party:Yes Design Press e: N/A Evaluation Reports Other: Large mis "D",Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.odf 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 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.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.Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.1)df 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 mall 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: V [a_aq -E' seLurIt'St l:Tltics, https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mw... 4/22/2016 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 A BASIC 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(".D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA A a HV BLADES(1)& BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS kKM USED IN THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION 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 SECTION 1609.1.2.OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 30-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D #0214.01-03,00715.01-03.11004.01-05,#1214.01-05.90317.02-06. 0809.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE 1n AND HV WINDOW BLADE C1A� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND# 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(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND#14x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS FIV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING CN THEIR HEAD. 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 ks;AND 35.7 IIsi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE 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 ASTIR A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE ID&O WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779$82 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 3: HV WINDOW BLADE NIA ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK 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 HV AND HO LOCKS. AREA 4: HV WINDOW BLADE l 1 J ONLY 11.SHUTTER MANUFACTURER'S LABEL SFWL BE LOCATED ON A READILY VLSIBLE LOCATION AT ACCORDION SHUTTER IN 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 BURRING AND ZONING REGULATIONS PROVIDED SY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 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 LIFE 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 SAM 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 BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.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. -atI1111 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane A. T/ ij" ©2015 EASTERN METAL SUPPLY, INC. ''.icEi ' "y BERTHA HVTM O Accordion Shutter System , . ® . HV. BLADE#1 W/CR W/O H.V. \MNDOW BLADE American Shutter Systems REV.Fk DESCRIPTION DATE DRAWN BY: M.L TES TILLIT TESTING & ENGINEERING COMPANY Asgppiaticn. Inc. t OLD 11-192 4/13/15 DATE' 4/13/15 O�. �F ..•:: ` 8335 N.W.36th.St,St..303.VM M GARDENS.FLORA 331 AAs Westroads Drive z Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No ' s ' S e-m 1;blteco0aol- West Palm Beach, FL 33407 s "''"�s;0NALENG„��`�N� WALTER A.-0007T1Jr.P.E. 4 15-085 FI71 1 TIL, FLORIDA Uc.#44167 5 SHEET P.E. SEALfSI�NRTURE/DATE I 6. 1 OF 20 .h�, J'�FOR mNDaw FAADE®A ms B• N VARIES 1.91 1.491' p 4 0 �b SR• o o Max. � ,D 1.200• 0 J 0.454• .09 M mss, 4.365• 4.999` 4✓ �6 p. 1 HV SOLID BLADE .375' �� p` O5 HV 90'/180' STARTER O 3OHV UNIVERSAL FLOATER m J QUALIFIED FOR USE W VERED UNDER US PATENT QUALIFIED FOR USE W/ HV BLADE tO ®HV DIRECT MOUNT 6005-TS ALLOY AND TEMPER A(RED F 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE® 6063-T6 ALLOY A ON SHEET 19 LADE(I 6063-TG ALLOY AND TEMPER 3.226• 1.500• TEMPER .12p• 085" 70• y' 2.670• 11 3.556" n ( ) .994' 67 1.000' .670• 2.226' 91 172 842 0 4.897• o .815" 2.092' 'o.o7z -- o.a O7 HV AOJ" ADAPTER W/LIP 4.456' 1920 1:375' 3.226' QUALIFIED FOR USE W/ HV ®HV WALK-OVER TRACK BLADE O QUALIFIED FOR U E W/ HV 9 HV TRENCH TRACK �_tiv=I. FLOOR TRACK 6OG3-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AD TEMPER BLADE 0ONLY. RAINGUARD BLADE 1D - 6063-T6 ALLOY AND TEMPER UALIFIED TOR USE W/ 6063-T6 ALLOY AND TEMPER :-' VARIES 1 i 1.936" BLADE 1 1' 1.915• c VARIES 1.936• - TEMPER Max. ax. 1.817' .083- 083• 083' .083' c .093• .093" :n m .100' .125" 670 N .060' n .093" `093_o .060• .060'o �A14 4cy. 670 7.686' a- 670 3.520• 0 5 670 1 HV HEADER/SILL 11 ,SIV CEILING HEADER � / 13 HD CEILING HEADER/SILL Q LIFIED FOR USE W/ HV BLADE t ONLY, QUALIFIED 60633RT6SALLOY AND TEMPER QUALIFIED QUALIFIED FOR USE W/ HV BLADE tD - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER - BLADE(1)ONLY. 6063-76 ALLOY AND TEMPER X Y COMPONENT A B T1 T2 X Y t X MN.Y MN.t 7 1' 1' 0.062" 2" 2' 0.125'© 2- 5"MAX. 1/8" 1/8' 3' 3' 0.090' 18 2' 5'MAX. 0.192• 0.192" 460 - CjQUAjU �;USEW/ ORNER POSTS HV ALUMINUM A�GLES ,9 2.5" 7"MAX. 0.190• 0.190• IED FOR USE W/ HV BLADE Q7 QUALIFIED FO UBLADED 6063-T6 ALLOY AND TEMPER B ® 2" 5'MAX. 0.139• 0.131•-f6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1111 F��� ©2015 EASTERN METAL SUPPLY, INC. :Tll./TJ,,,�� BERTHA HVTM 1 L ECOAccordion Shutter System ■ ■ ■ ■ FLY.FADE#1 w/OR w/o H.v. N7ND0W MADE *= American Shutter Systems ' DESGRIP110N DATE DRAWN 9y: M.L. W •k, �l/;` '�(� = TIT TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 OTE: 4/13/15 STATE OF c�y 6355 N.W.360E SL.Ste.30.8,VKGINIA GWEN%FLORIDA 331 4268 Westroads Drive z Phone:(305)871-1530.Fax:(305)871-1531 DRAWING NO FLORID -.Il: West Palm Beach, FL 33407 3 15-085 FLORIDA 1 WAATLLP.E.sIONAIG` TIg4a, s SHEET P.E. bi,/EdGt+N V6E/DATE 6 2 OF 20. l 4.660• .929 t7�� 4.576' .7M15' 2.293' J0.334- 660" FUT HEAD/ 1HREMED HOUSING ENAMEL 2.293• .745• m• ° S3.N.S. OWED'PAINTED 1/4-20 THRJDC) DIE GST (2 TMP.) m HOUSND t7RA1.1R 0 4, ' ry• 9 op BAKED PAINTED R4) n O < ° S1 q m n GRESS YURR_@ .m •m KNOB. O N o °2. .asz' o - . ci a y'l• . -318 m o O 1 NDER �S�M� 0,214 �-� e•95q• - � T'`Nt• &KEYS E (CHROME PLATED) '' 21 HV CENTERMATE ^- ��) '� SS. p, � .325 " -� ® V OC ® HV EGRESS LOCK RED FOR USE & I ONLY QFl V FLOATINGCENTERMATE o�h U7FFII M 3.0 3' 75• m QUALIFIED FOR US / HV QUALIFIED FOR USE W/ HV -T6 ALLOY AND TEMPER QUAED FOR USE W/ HV BLADE 1 & 1A ONLY e BLADE ONLY. BLADE 1Q& ®ONLY. 6063-T6 ALLOY AND TEMPER 23 HV CORNER CENTERMATE �Q AlAQ250 IFIED FOR USE W/ HV BLADE ONLY .O.D. 2.87x' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o 1.756• .922• 4.045• 2' MOLDED SCREW 2.079' 1.753- t.000• o p6ti A n• .o .825• .360'AFTER RIVETING s BEFORE R .Os` o 1/4"�-20 x 3/4" RIVETING L�� M N S.S. THUMBSCREW �4"0-20 RIVNUT* p *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN m SHEET NLlfSERLEXPMT 1 0820,AS MANUFACTURED BY AVDEL 2_�I 2750 o m .82Y CHERRY TiORN�PAR4I"PPENY,NJERSEY 07054 OR EQUAL PLAN FRONT BATON ® HV MALE "T" LOCK CENTERMATE nsss• HV ALTERNATIVE LOCK © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1QONLY ® HV FEMALE T" LOCK CENTERMATE HU "T" LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFlED FOR USE W/ HV QUALIFlED FOR USE W/ HV BLADE 1TONLY QUALIFIED FOR USE W/ HV BLADE W/HV BLADE@ONLY. BLADE QONLY. 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER .5' 1.917' 1917. ° � 3.161 m 43 THUMBnIRN ' 3 CYLIDERNDER OR KEYCYLCN .063• m v .pea KEY NDFR .214' .062" .214' kin14 .545' IR w m 10 N 0.875'Min. .40 m n o o e o 1 .125'Max. 3� HDCENTERMATE NOLOCKING ROD ® HD CENTERMATE W1 LOCKING OD O O o QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & to HD CENTERMATE'S INSERT 804" 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES, 12•MIN. QUALIFIED FOR USE W/ HV BLADE 10&0 1/4'P-2o S.S.OR 3/B'm-10 1.130" 6063-T6 ALLOY AND TEMPER f5' THUMBTURN ACETALTH-85CREWS. 11/2' CYLINDER (SEEDETAILS) DO OR KEY CYLINDER * 1.76'M.X. ® LOCKING RODD 375"0 1/4"m ® D LOC Q O 6 HV 3/8"0-16 ACETAL � HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LACKS SERIES 2333 HOOK BOLT LOCK. � 6063-T6 ALLOY AND TEMPER ERIES S.S. THUMBSCREWS QUALIFlED FOR USE W/ HV BLADE(> OA L )INSTALLATION WILL REQUIRE A 7/16` HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE1Q FLORIDA BUILDING CODE(Non High Velocity hurricane Zone D77FFILLED AT TRACKS FOR PROPER EMBEDMENT LADE 1O ..•... •• ✓���i� m 2015 EASTERN METAL SUPPLY,INC. Q:• "F'ENse. BERTHA HVTM LE C O N A.S■S■A. Accordion Shutter System H.V. BLADE#t W/OR W/O FLv WHDOW BLADE * l - American Shutter Systems REV.No DESCWPHON DATE DRAWN BY: M.L. '[ TILLIT TESTING & ENGINEERING COMPANY S tEr� Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 A•• P.•-SZ ` 6355 N.W.36N.SL,Sta.305.VIRGINIA G(305)5 2 DRAWING Na ETDRW 3316 Fb9FtY� \ r Phone:(305)871-1530.F.Y:(305)871-1531 4268 Westroads Drive i /C�'• •�` e-moH:61UYo0001-M West Palm Beach, FL 33407 3 115-085 WALTER A TI.R9r.P .E 4 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA LIC.g 44167 6 H 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 10 HHV41 3/8"0 12 MIN. DE PCE 825' Q HV BLADE 1 40 3 f Eq E lq .1s75"r 70-- ' 0625 .0825 ' ® HV BLADE IA v \I I NY W NDOW BLADE 0625' `rsmw.z-x ® HV LONG RECESSED NYLON BUSHING xz� I n KNUCKLE m OPENIN .0625*: -1875' Y 3 F¢ a /''� (TYP) 0.0625' Q HV SHORT RECESSED NYLON BUSHING I R1.750 ® HV NYLON HAT WASHER O OR ® N ti� FIAT PORTION 3�. n ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I `� 4 40 I! n /��02. 50' X 0.870"x3/16" THICK NYLON WHEEL 3 I I a n 2 7/8'MIN. HV WINDOW 1-1315"0 03. 0.188"0 AIS[ 302 SERIES S.S. RIVETS CLEAR SEPARATION 3.7500• 0625' ® HV 1 .3/4" ACCORDION PIN W 8 HEAD EXTERIOR I BETWEEN 1 ! .0625' / * OPENINGS FCnON Y-Y -y4 m ON C TERS•+• .7500' © HV 2 3/4" ACCORDION PIN W/ #8 HEAD �a7¢ ;, "- 2 1/a^ Exmtwa trEvnnaN m CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ! j BETtvS TYPICAL. HV WINDOW BLADE 1�A AND I I ; 39 3 POLYCARBONATE HV WINDOW DETAIL 3 1�OR ® 4 or ®3 I N.T.S. '((SEE NOTE FOR III kEOUIREMENTS) ! I (D OR ® *POLYCARBONATE IMPACT RESISTANT HV WINDOW I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * HV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR I 12"MIN. BLADE B ME INNOVATIVE PLASTIC LEXAN 103 RESIN wo)Hygrj � I I (D OR ® I (SEE NOTE 'F" ON SHEET 19). o ! I ! (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® N&° BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q 0 i I ! POLYCARBONATE SOURCES FOR 44 EXTERIOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY TttYAL P dPEB„6 (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT MTS HV PIN®2 oEa3 oR arsnQCE7� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q @p,324• BLADE'S KNUCKLE. (SEE NOTE * FOR SPEMC fFA17Y ASTM D792 MO43 lb/l.' MW m/n' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. Oa ,. ® 3 REQUIREMENTS) ' �I- ! TEN9lE YIflD STRENGTH ASN 0658 9,400 Psi 9S.Psi. FLEXURAL SR9ENGfN AT Y D ASTM 07. 725.psi. 13,400 pa (3) HV PIN © OR ©W/ 1/2" O.D. 1/16” THICK S.S. WASHER ® I ! FLEXURAL MDUAU9 ASM DM 3w.000 P.'J. 345,000 Pa. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X i III NOecc SHEET ® I ! nolclaD Imo wsDl DM '8 Fr-mom 1T Fr-M& WHEEL CARRIAGE DETAIL SMOKE OENSRY ASTM D2843 47.2 X 64.5 X MAX N.rs. ASSEMBLY LAYOUT RATE of euaNwO As u ows c-1 aAss o-1 awls N.T.S. SOF NwTION AM D1929 1040 T 980'F WFeTHETMYS. A57M 0155 1i I.E STRENGTH AFIFB WFAn1EAIN ASIN 658 9302 pa.i. 8890 psl. HV BLADE SOLID & HV WINDOW BLADE DETAILS LFTs ES1R SUORE WTAn1E1 M0 ASY 638 ml"L 6680 Ps N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. J, VICEIV IL E C O �N�. Accordion Shutter System H.V.BLADE#1 W/OR W/O FLY WINDOW RADE TESTING do ENGINEERING COMPANY LYAmerican Shutter Systems . FSCR DIPnoN DATE DRAWN BY: M.L TILLR • ".n7E OF ' 8355 N.N.56th.St.Stm 305,WROMW GAROENS,FLORIDA 331e Association. Inc. , OLD 11-1sz 4/13/15 DAtE a/13/ts O• Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 ' F'•..ORIDP .`��� e-m6R:6NPwoaa<om West Polm Beach, FL 33407 s DRAWING No ONAL'ENG�\ WALTER A.TIOLUT1Jr.RE 4 15-085 P.E.'9`6iV-tO0IJRE/DATE FLORIDA Uc #44167 5 SHEET OF 20 ®° © * O V LOCKS T R AT 9 c D ®!� u N s r u ®•���®'O°N® 1 MANDATORY CONDITION f1: ONE HV LOCK® ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR B OW 2 OF SHUTTER SP FOR SPANS UP TO 105".AND FOR INSTALLATIONS T ANY ELEVATIDN. HV LOCK or MAY BE USED AS INSIDE OR OUTSIDE LOCK,ATFACHED 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 O m®� TYPICAL SHUTTER ELEVATION. 16�, C-2.2EUM MIDITIM ,IF DESIRED BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LO AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES O V OR 0 SHALL BE AS INDICATED ON NOTE(1)ABOVE y— LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. �V N - 3. II ° $2 IS USED W/TYIO OR- H.V.-LOC=KS): LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 oa .19-97-® °R® 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 CONDITION i2OrNE HV LOCK®�'�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN IA8- AND INSTALLATIONS AT ANY ELEVATION. HV LOCK�d or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO Q�CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Nrx- AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHATTER ELEVATION. No MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V 3 ® % o �w3 �o 5'9 , ONE ALTERNATE W LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND O $o='� 4 � INST TIONS AT ANY .11AT10N.AL ER..LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT TI 3y �i OF 1/4'0-20x3/4"S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. Ng°-KYD-- gx °0-�D o � RIVNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. V 6. u�NDATORY CONOTIION /3 FOR KEYSTONE MOUNnNG NSTALeT10NS: ONE HV LOCK® or®or®SHALL BE USED 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 O or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED 70®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2"LONG FIAT HEAD S.S. SEE END M . LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N i J K L Y p Q a y W % SHEETS 10& HEIGHT. FULL H *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 -qrrmin A]MMM TO MANDATOn CONDITION#11 VALID ONLY FOR Hy Ir Loq� Mo CENTERMATES a AND wm CENTERMATE ONE ALTERNATE FLV 'i"LOCK Cilj MAY BE IN ALLED IN UEU OF HV LOCKS OR FOR ANY SPAN AND I STALLATION AT ANY ELEVATION.ALTERNATE LOCK�a Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER •AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 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/ 1/4"0-20x1"SS.M.S. 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. + $°a7 + 8oR8 + 7 � *NOTES ON HD LOCKS & CENTERMATES: 1.110 LOCK W/HD CENTERMA7ES2 } OR31 W/a ONE ALTERNATE HD LOCK MAYBE USED IN UEU OF TYPICAL C1 HV BLADE SHUTTER ELEVATION HV LOCKS Qy OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSAND N.T.S. REINFORCEMENT NSERTIDE®AS SHOWN ON SECTIO SLOCK.ATTACHMENT OFDHDBC H B AND®OC-FVC•SHEET 0.8 LOCK MAY BE INSFALLEDLUDES ATT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA BUILDI G CODE( on High Velocity urricane one �� �R A.Tl�"� m 2015 EASTERN METAL SUPPLY,INC. '��.,� =='`�Q\'�\CENSF' BERTHA HVTM __ IL E C O iw.. A.S■S,A■ Accordion Shutter System _ Itv. BILADE#1 w/CR w/o Kv.Mwav 13.AOE *• l /�J�*– TIWT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.W DESCRIPTION DATE DRAWN BY: M.L. o" STATE OF 6393 N.W.36tH.SL,Ste.307.NRGWIA GARDENS.FLOFWA 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530.F°x:(305)871-1531 4268 Westroads Drive 2 DRAWING No R�0 IUr' ��':� a-mm:EU-0-1— West Palm Beach, FL 33407 3 •••••• G�: FB-0006719 15-085 ,,/ONALVIN01�N WALTER v ICalci 9 SHEET P.E. SEAtt�illl;t )'E/DATE 6 5 of 20 F-CONCR ANCHORS POURED CONCRETE POURED SEE SCHEDULE ON OR CONCRETE BLOCK 1/4-0-20x3 4-S.S. POURED cONCRETE ( REQUIRED / CONCRL�E REQUIRED SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUIRED FOR (SEE SCHEDULE ON W/1 -20 CONCRETE ANCHORS 17 18 oF1E(SEE MOUNTING®ON SNEET 7) SHEET 13) NUTS® 12,O.C. (SEE SCHEDULE ON SHEET 13) 1' 1. Min. 1/4'0-20x3/4'S.S. Min. EQ O MACHINE SCREWS --- EO Q USING 1/4"-20 NUTS 1/ 12'O.C. E.D.• /2. .zso'M.X. -- - 13 OR 5 ___ 13 oa 15 D• 2sa• I i D I .250'Mox. I Max. D. OPTIONAL �PTIONALML 1 1 ARRIM To MASS 11 FOR 1 1 OR EXISTING MIN.SEPARATION TO GLASSON se1 ♦ 1 GLASS—{—(SEESCHEDULE ON SHEET I1) EXISRNG M/usi MIN.SEPARATION TO GLASS GLASS-� _ _(SEE SCHEDULE ON SHEET 11) EXISTING G'^ss ©HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION 60 HV WALL HEADER INSTALLATION + KEYSTONE IXISNNC I MIN.SEPARATION TO GLASS G'w t®L SERARATM i I i 1 I 1 --O EXISTING_ SCHEDULE ON SHEEP 11) 1 TO CLASS(SEE t; 1 1 OR ® MIN.SEPARATION TO GLASS _ I GLASS) i--1 SEE ON ON SHEEF 19 FORLLf�tt�j��; {{FI�i i—(SEE SCHEDULE ON SHEET 11) EEA�sm&E) q' 1mt!1� a EXISTING i OPTIONAL D. ' N i i 1/4. X11 III 1/4'Mox E Max. a ' OPTIONAL l iFI/4'M- 13 OR 15 E 0.*F .F/A74 II ii .D. 1��l /2. - 19--- EO EQ R� 1' 12 OR® -- - 1/4.0-20x3/4'S.S. --- E PHILLIPS TRUSS HEAD CONCRETE ANCHORS 20x3/4'S.S. PHILLIPS MACHINE SCREWS USING TRU55 HEAD MACHINE SCREWS RS @O 18 1' 1/4•-2D NUTS® 12'O.C. (SEE SCHEDULE ON W/ 1/4•-20 NUTS® 12.O.C. (SEE SCHEDULE ONSHEET 13) Mn. POURED CONCRETE SHEET 13) POUREDeLOCK OR CONCRETE BLOCK OR CONCRETE ANCHORS REQUIRED WALL RWA SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NDTY FOR COMBINATION OF SECTIONS: WALL DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER ;E D.=EDGE DISTANCE F.SEE LIMITATIONS OF USE FOR H Y BLADE ASSEMBLY (SEE SPECW1CATIONS ON SHEET 13) BLADE to ON SHEET 19 10 2-MOUNHNG SECTIONS CAN BE COMBINED IN ANYWAY TO SUR ANY INSTALLATION. 1111111/11 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ��C�// ©7.015 EASTERN METAL SUPPLY,INC. BERTHA HVTM F S A Accordion Shutter System _ t - LL ECO N c. . . . . FLV.BLADE#, W1 DR WAG FEV.NAMON MADE *: /,' *_ American Shutter Systema _N DESCRIPHON DATE DRAWN BY: M.L. Sf - TIWT TESTING & ENGINEERING COMPANY 9. SAT OF :�Q` Association, Inc. I OLD 11-192 4/13/15 DATE- 4/13/15 LIM N.W.3Eill,.54.Ste.3G�,VatGWA GARDENS,FLOR 3316 4268 Westroods Drive x Phone;(305)871-1530.Fax:(305)871-1531 DRAWING No ®ulso191.aam West Palm Beach, FL 33407 3 WALTER A TR11T Jr.P.E. 15-085 ///Tp FLut1„` FLORIDA Uc.#44167 5 SHEET ZTAu P.E. YR'A'TURE/DATE s 6 OF 20