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HomeMy WebLinkAboutProduct Approval IT SHUTTER PRESSURES ENING SIZE SHUTTER SHUTTER SHUTTER ' STORM BARS ANCHOR PANELS T H - -ACNG # TYPE W X H "ffH HEIGHT SPAN REQ WP x J-3 33 v*s 3 37 -- 379 Z/ jo" 33'. T3 ry 31 S3 -7 .33 y:.E—1 60 -,5-- o 3 - -5-3 , 3 11 1 - /0, 33 4,r3 . 37 /o ar 33 'y S-3 7 -3-T— )61 33 r3 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: xo t/e P1 sc`j 11 NOA or FL# ADDRESS ��2 I tc /�� NOA or FL# CITY/STATE NOA or FL# CLADDING TYPE: 1 ti d✓r✓ W®OC NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED Vult 160 ROLL DOWNS, WINDOWS,MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED BUILDING GCpi= +0.18 <=10SF 10SF><=20SF 20SF><=508F POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2 36.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 -47.9 -45.2 NEGATIVE PRESSURE (END ZONES) -61.7 -57.5 -52.0 PARTIALLY ENCLOSED BUILDING GCpi= +0.55 <=10SF 10SF><=20SF 20SF><<50SF POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.0 49.6 NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 -62.3 -59.6 NEGATIVE PRESSURE (END ZONE 5) -76.1 -72.0 -66.5 " p; LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 1� Florida Buildng Code Online i SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats B Facts Publications ; FBC Staff SCIS Site Map links Search Busines . Professi a Product Approval ('1 i J USER:Public User Regulation Ea=Approval Menu>Product or Application Search>Application List>Application Detail .. • *.y FL# FL389-118 . 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@easternmetal.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 Jahn W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONH19! 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 httpJlw,w.floridabuilding.orgfpr/pr app o.aspx?palam=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 Florida EUlding Code Online Product Approval Method Method I 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* 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 Il A.S.S,A. INC. DRWG.15-086.pd 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 AS.S.A. INC, P.E.R. DRWG.15-086.pd positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'a-2"for 110 psf ASO 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 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 11 A.S.S.A.,INC. DRWG,15-081Dd Approved far use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes I 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 RQ AE A.S.5.A. INC, P.E.R. DRWG 15-085 HV Dd 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, 1-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for i 1+75, -75 p.s.f,for metals stud mountings and 8-6-for 110 I 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. ........................... .......... ........ i......._.„......_._....__._...._.......«..__......-.._..._.... ...... ................. .......... 389.3 Bertha HV Accordion Shutter- I Extruded aluminum Interlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection I Limits of Use Installation Instructions Approved for use In HVHZ:No FI RS 11 A.S,S.A. INC. DRWG.15-084.pd Approved for use outside HVHZ:Yes 1 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 Fl RB AE A.S.S.A. INC, P.E.R. DRWG.15-084.pd I for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes j 12, 25 and 28 respectively ................. ....... _.._........._....._._...._....._L__.....«.......................__............ ................. Contact Us;: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-182 The State of Florida is an AA/EEO employer.Couvriqh&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-malt 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$50.487.1395.*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 dick here, Product Approval Accepts: In 10-0 H]N s4vuritv,6 i i http)A,vww.ftoridabLilcing,orgtpr/pr_app o.aspx?Wam=wGE\/XQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 • � p r a fib tie � ll, i $ 11 9 1N $ •> >i a a i iar - g "1 y RAI .s !! 1R Q , .... its I asaa $ 9 lit ! 14 a Vill ~ Do ! 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