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HomeMy WebLinkAboutProduct Approval (2) w 0*, Bias Home : Log In I User Registration Hot Topics ' Submit Surcharge Stats&Facts Publications I FOC Staff i BCIS Site Map : Links ! Search Florida r 4:11 Productwnric A pproval . uses: user 'a-s Product Approval Menu>Product or Application Search>Application List 5 Application Detail 17 FL# t _;i=f t - _i FL8523 R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeiey@easternmetal.com Authorized Signature Bill Feeley I rodriguez®easternmeta Lcom Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama 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. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. I.2.1 Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R6 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-109 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17-109 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8523 R6 II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-109 BERTHA H.V. BAHAMA Impact Resistant:Yes SHUTTER.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile level"D",Wind Zone 1,2 and 3,Max. Created by Independent Third Party:Yes width is 42"and Max.height is 96"for+45,-55 p.s.f.ASD Evaluation Reports design load,Max.width is 120"and Max.height is 70°for FL8523 R6 AE AMERICAN SHUTTER SYSTEMS ASSOC.. +45,-50 p.s.f. INC, DRAWING 17-109 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes MEI I= Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement I 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 mails 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: Credit Card Safe securityMETRIcS GENERAL NOTES - - - -- 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED.) HAS BEEN 6.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS. SHALL BE.DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED BA) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, 9.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 335 INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60'WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510:01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-33D STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE 0, BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-16 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). - PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE OCA ED ON A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME OR QE IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER DR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: 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 - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. dJ,�Ji��,��5e)'ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE - 1/4"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. �R Ti PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 'r•A�` ........Cllr I'i THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR,1 ? OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". •• ] '\ ? FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) B.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED i lir_ 1,..., • CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY '*; ®2017 NTECo•INC. t p r ASSA/ BERTHA H.V. BAHAMA SHUTTER DRAWN ar EMBEDDED. STATE OF NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED S •pE(.�10t, ••,�`,� / of/ze./17 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO .. '� 1 'L E C (Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 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I +45.0 , –55.0 42" 96" N/A 4. 5/8" II & III +45.0 , –50.0 40" 70" O 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES® FOR SINGLE(CASE I)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN.PRESSURE RATING&SUBSTRATE TYPE ''r�„,��. k MAXIMUM A.S.D. SUBSTRATE ,`t�1111 A \AE.Nsgi°v'P\ CASE DESIGN PRESSURE POURED CONCRETE 7�i• No,44167 ? RATING WOOD OR (p.s.f,) SOUTHERN PINE No.2 CONCRETE BLOCK 9\ y 4 ,,.,,,,z.17, ,A, I +45.0 –55.0 12” 7 1./2,. -SS/0A�Eta? g((� II 84 III +45.0 –50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 201 mrEcO,we ASSA / BERTHA H.V. BAHAMA,SHUTTER 9r / I IL I E C O N o\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. °TA" T1WT TESTING&ENGINEERING COMPANY 4288 WESIROAOS DRIVE WEST PAW BEACH.FLORIDA 33407sa1�r,(w.s)m". wA -wi,, PH:(800)432-2204 FAX (se1)209-8300 17-109 e-mad.12teco0484.com DRAWING Ro EB-00°8719 "m+a ~ oamarl. um WALTER A.SLR Jr..P.E • a0 15-046 1,/m/" aSHEET 7 OF 7 - FLORIDA lie.B 44167 , • • • • • • • ' REVISIONS . SEPT.it 2023 ALT0RNATE LO°(DOWN BAR DTP.) . (SEE DETAILS) _ . aIIIIr ♦ \ 32•MAY- • 3i•oux. 32.MARL . .l e M• AE MAX. i • 1 L Zz 3 • • 0 momil )i•1 - .. - - 32•MAL T2'MAL .. l3•MAL Q V \ 11 l 1 96•MAY' DOUBLE PANEL WIDTH 60•MAX.(SEE ROM)QUADRUPLE PANEL WIDTH 505 MAL(SEE 020220) L l2•MAL 33•rm. Q \ s s i t.)K1° • DOUBLE PANEL WIDTH ISP MAL(SEE DBIWI li•MAY. n QUADRUPLE PM2FLWIDTH SOS MAL(501R6200) J. _} • 4 1(.;.: EQ 9E DOUBLE PANEL WIDTH ISP MAX.(SEE P0020)) • QUADRUPLE PANEL WIDTH 105•MAX.(SEE PLBIW) C g PART•E'(SEE P10200) 41' •HOU LE:PN •A•NOT SHOWN FOR CLVQTT• • PART 1•(SEE 50000) Q' V¢N PART•2(SEE P122W) .0 2.011/8• • {.]�@@ W� mar A•(SEE FLU./ SRUL'IIIM 2LA ALUMINUM . y� 1 CHANNEL(TM/ fffAAAA D x I . NOTES. • V O> I EESNOr REPUCE APPNOVALORA UST OF ATERIAITEND Ur�Q 2. SEE RB2W PRODUCT APIROVALFORALSf OEALLMNFIWLS I ]. THIS IS AN ALTERNATE METHOD FOR THE•HWIOdNE POSITION* o . LI UM. {. ALL ANALYSIS 15 02 COMPLIANCE WITH £ ASIM1686-05. O ASTM-E-1S%-05,8 PSTN-E330-0].AND ASCE NO71, 5. PLEASE SEET ER 0 PRODUCT APPROVAL FOR PROPWALL ill IWF1,1 1 201OO ATTACHMENT norm a MGM.PANEL S@5 • a X O I.KUL • VV1 O EDGE DIST. I U{•-3001/V 02000TNUf WITH • .J I 1/P.2001.510EWNX BOLT(I) �l . I 0 EVERY VERTICAL FRAMs DYP.) .`"00.#: Lll')(I I I(I F!//A • va�uM• • \�NW.SNp AA.,• M:;m..r SECTION A-A(LOCKDOWN BAR TOP DETA)Ll `\\. •VGEOS ,'.r 4. 0ter. .-...m �H15 AL •NPAEDIOD 10R 5PoPM N'W' SECTION B-B(LOCKDOWN BAR SIDE DETAIL.) Z'>aDr C111YM{TA�'•DDWTUb Ui ACCORDANCE WfIH Kra MM..m s;trL - 2m0 mA BUILDING CODE SHEET ' =q\ / .- S—fl • AF. /ONA1..0,\ • • . • •