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HomeMy WebLinkAboutProduct Approval #`0:{2[�t�rrn� BTC SCISH00- #tog m #iiseritegstrat�n Notrope6 # sutunx surdiarge ; sats&Facts wsucanons # rec stair i acts Site Map # links search lushtClesV] Pr+odua Approval l3rofeSSIcl USER:p„btetker gulation r"eoduct Aoorova!Menu>Prcdoct or Awkation ct rd[>Aoonca*ion EtsE>Application notal H-# 7�a w FL389-R Application Type st0 Code Version 2014 JUN a 20% Application Status PER r41i?'TiNG Comments St.Lucie:County, FL Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bili Feeley Irodrlguez@eastemmetal.cam Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters 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 Waiter A..Tilitt,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 Checidist-Hardcopy Received Certificate of Independence FI-389 R8 COI HV ACCORDION C1 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 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.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 12'-7"for 35.psf FI-389 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 sheet 5 for 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.15-085.12df Approved for use HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resi es Created by Independent Third Party:Yes Design Pressu ;N/A Evaluation Reports Other:Large missile ".Max.Span is 16'-0"for 30 FL-189 R8 AE A 5 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,W-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 W-0"for 110 p.s.f.for HVi 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 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S 5 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 S 389 R8 AE A S A INC P.E.R. DRWG 15-08d 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 0 Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cnwriaht 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 850.4871395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,Ikerhree,licenced under Chapter 455,F.S.must provide the Deparbneat with an email address if they have one.The emails provided may be used for nidal communication with the licensee.However email addresses are public record.N you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubW-To determine if you are a licensee under Chapter 455,F.S.,please dick lyre. Product Approval Accept- GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)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. p DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1920 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JUPoSDNcnm 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(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDRION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SOW.BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA.1; FIV BLADES CTT& Q BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/WAX (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. SHEET 1 GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED W THEIR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FAR VETRIFlGTION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYS'TEM'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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE @ /0214.01-03.10715.01-03,/1004.01-05./1214.01-05.10317.02-08•/0609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1888 Aa A HV BLAH 17 ANO WV WINDOW BLADE hAl AND E-1998 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. �WHER PLC�LEI -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/0725.01-BB AS PER TAS 202 PROTOCOL :TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2 W BLADE(D AND W WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDRIONS OF USE INDICATED ON SHEET IB INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTEMATE DETAILS W SHEET 8 3.BERTHA H.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/144-75'AND/14x1.75'RMPECTNFLY,410-HT MINIMUM SERIES CENTERMATE ALTERNATING DETAILS FIV SHEET 9 STAINLESS STEEL SCRETYS WITH 135.0 knl YIELD STRENGTH AND 180 Nal TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA W OACROSHIE D MATING SYSTEM AS MANuFACIURED BY APPROVED COATING APPUGTORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-8,CONCRETE/BLOCK SHEET 10 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 Nal AND 35.7 GDI FOR MAXIMUM SPAN TABLES SHEET 11 6005-TS ALLOY. ANCHOR SCHEDULE-CONCRETE&BLACK SHEET 12 S.ALL SLRENS TO BE STAINLESS STEEL 304 OR 319 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kw MIN.YIELD STRENGTH AND 90 kal MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEWLE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 35 Imi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADED:12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 W BLADE( &@ WORKING IN UNISON: 12 13& 15 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 •8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A US.PATENT/6'779,582.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. FAV WINDOW BLADE ONLY 9.R SHALL BE THE RESPONSIBM-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 CONTINUOS CONTACT WITH THE BUILDIND 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 W AND HD AREA 4• HAT WINDOW BLADE C1�ONLY CEHTEtMATES AND ENGAGE OR LOCK ALL W AND HD LOCKS 11.SHUTTER WWUFACTURFR'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN AOCOROANCE WON SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABS.SFAU.BE INSTALLATION DETAILS•METAL STUD WALLS SHETT 20 PLACED FOR•EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY 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.&WHERE THE SITE CONDITIONS DEVIATE FROM THE P.F.D. (b)CONTRACTOR M BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS RED..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 RESPONSIBIULY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. CORD ) RESPONSIBLE SIZE SPECIFIC PROJECTS SHALL BE FOR THE PROPER USE OF THE P.E.D.ENGINEERARED BY A DA OF REGISTERED ACTING ENGIAS OR ARCHITECT A DELEGATED ENGIGINEFRICH WTO THLL EE PIED ENGITHE NEER SWXl NEER OF RSUBMT m THIS LATTER THE SITE SPFOR THE PROJECT ECIFICO WILL BE DRAWINGSFOR REVIEW. (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `��A``��� •T/(�'��i� ®z015 EASTERN METAL SUPPLY,INC. .. E TM Shutter Sy stemAccordion o. MIAl /7iLTE_C0im--\ A.S■S■A■ KV. MADE w/AIR w/o ELv.WINDOW BLADE ,a' �T'7}` TILLIT TESTING & ENGINEERING COMPANY American Shutter Systema DESCRIPTION DATE DRAWN BY: M.L. T: TE F Association. Inc. , OLD TT-1 sz 4/13/15 ATE 4/13/15 OF am N.W.Dern.SL.Se 305,wDawA r�umOLs.RaRw1 331 '� FE Phone:(305)871-ISM.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No .- fl:b'lO cco0'B.- West Polm Beach, FL 33407 3 15=085 WALTER A nun 1.1.P.E s SHEET P.E. SEAL �ISYLTURE/DATE FLORIDAUc.8 44167 6 1 . OF 20 3Y rDR MIM MADE VARIES .91 1.491 oo' Maz. Z•1 � 'L o 75 .OB � m o ti 4.57, 4.BSY 4.999• a ' 1 HV SOLD BLADE n '37• 5 Hy 90'/180' STARTER 3OHY UNIVERSAL FLOATER QUALIFIED AOR USE W/ COVERED 5458179 QUALIFIED FOR USE W/ HV BLADE 7Q O HV DI HV BLADE�1J HV WINDOW BLADE; 6005-TS ALLOY AND TEMPER QUALIFIED FOR UalE W HV *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-Te Al OXY AND TEMPER .24' 6063-T6 ALLOY AND TEMPER 3,220* 1.300• e oes• 7• *12 S56' .92 $2228' .o fl09o.7• o . 4.436' . 13 s• QUALIFIED FOR USE'W/ HV ® — OB }�/ TRENCH TRACK u' 6 HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR UiSE W HV BLADE t QUALIFIED FOR USE W/ HV L�� p�������p� 6063-T6 ALLOY A TEMPER BLADE ID ONLY. 1 ,p pRD BLADE 1 @063-T6 ALLOY AND TEMPER 6063-T6 ALLOY A 0 TEMPER VARIES g 6' BLADE 1 1' 1.915' VARIES 1.1136• 6063-T6 ALLOY D TEMPER �• az. 1.917' b OBS' 087• � g AB3' $ .100 870 � - .060 i. 670 Ikea'N1V 670 0 3. 70 *. 11 HV CEILING.HEADER g HV HEADER/SILL Q HD CEILING HEADERIM . S W 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1�ONLY O 6063-T6 ALLOY AND TENPE QUALIFIED FOR USE W HV DLADE 1 14 HD WALL HEADER/stl L SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY QUALIFIED FO-kUSE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A B T1 72 X Y t X YM91t 2' 2' 0.125' , Q 2' S'MAX. 1/8' i/8• . 3' 3• 0.090' 16 2' S'NHff. 0.192' 0.192- 1� SIDE ANGLES t� CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5' 7'MAX. 0.190• 0.190' UALRFIED FOR USE W/ HV BLADE1Q ' QUALIFIED FO_k USE W/ HV BLADE 1Q 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5'MAX. 0.139• 0.131' 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Velocity Hurricane Zone p.T IL of iq B 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTm � �ENSF '9 : r/► A■S■S■A■ RADE Accordion Shutter System EC L O INC. yy Kv. #1 W/OR W/0 H.V.WHWN BADE • •:*c Ame/IQG19 Shufter Systems DE6C18PRox DAZE DRAWN BY: NL TILLIT TESTING do ENGINEERING COMPANY AssoclOflon, Inc. 1 OtD 17-192 4/13/15 DATE' 4/13/15 STATE DF 9753 N.x.396,s,..fib. ".xRGW WM5.1LOWA 33161 4268 Westroads Drive z Phone:(303)871-1530.F.:(305)871-1531 DRAWING No O '•.F�ORt� .•'\��� o-mcR;1R1.coOn.I.com West Palm Beach, FL 33407 3 S/ ®-D0097,9 4 _ 15-085 F`S ..... .AA` WAITER A.TILLIT Jr.P.E. 6 P.E. 54bi1/ldf►t+ TI E/DATE FLOR61a uc./4x167 SHEET 6 2 OF 20.