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HomeMy WebLinkAboutPRODUCT APPROVALCompany: NSA Prepared By: John Rosendale Client Name: Polo Job Description: Project Number: DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Design Data Building Data Wind Velocity (mph) 170 Mean Roof Height 12 Risk Category 2 Building Width (ft) 42 Exposure Category C Building Length (ft) 52 Directionality Factor 0.85 Roof Slope (x:12) 6 Internal Pressure Coefficient +1- 0.55 2 Design pressures listed below are: Allowable Stress OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH (INCHES) HEIGHT (INCHES) MAXIMUM POSITIVE PERSSURE (PSF) MAXIMUM NEGATIVE PRESSURE (PSF) 1 Accordion 4 3 29 51 49.6 -52.8 2 Accordion 4 3 57 65 47.3 -50.5 3 Accordion 4 3 29 51 49.6 -52.8 4 Accordion 4 3 139 70 45.0 -48.2 5 Roll up 4 0 94 168 43.8 -47.0 Width of End Zone (a) in feet = 4.2 STRUCTURES WTERNATKML. LLC 8/30/2016 2:28 PM 8/30/2016 Florida Building Code Online �.IsT BC6 Home Login User Registration Hot Topics Submit Surcharge j Stats ikFacts Publications i FBC Staff BOS Site Map Links Search loft db _; Product Approval DSER: Public User i Product Approval Menu > Pmtluct or ncoGcalicru BPatth > q >I!ra ion is Ap Detail .t �. FL # 89-R8 Application Type Revision Code Version 2014 Application Status Approve Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 / (561) 209-8263 \kfeeley@easternmetal.com Authorized Signature Bill Feeley 1 rodriguez@easternmetal. com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters. Subcategory Accordion Compliance Method Evaluati. eport from a Florida Registered Architect or a Licensed orlda 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 � Validation Checklist - Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVH2 odf Referenced Standard and Year (of Standard). Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2002 1994 https:llwv rw.goridabuilding.uglprlpr_ppp_o.aspx?param=wGEVXQwtDgvYYHH2vJvx5WwSXdCOtOXtHs6RTTCYUw%3d 113 8!3012016 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 04/29/2015 04/29/2015 05/07/2015 06/22/2015 FL # \ Model Number or Name _ • Description 389.1 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum Interlocking blades retained by tracks 13 - (Non HVHZ) - Drwg 15-086 1 (top and bottom) for storm protection 4jwdrss of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load 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. Installation Instructions FL389 R8 II A.S S A INC. DR.WG.15-0i&.od Verified By: American Test Lab of South Florida. Inc. Created by Independent Third Party: Yes Evaluation Reports F089 R8 AE A S S A INC P.E.R.DRWG 1 -086 odf Created by Independent Third Party: Yes 389.2 1 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and lockingrod configuration for the HVI. 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. Installation Instructions H389 R8 II A.S.S.A. INC. DRW'&15-085.Ddf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R8 AEA 5 5 A INC P.E.R.DRWG 15-085 HV odf Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- 1 Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 35-084 (top and bottom) for storm protection Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R8 II A.S.S.A. INC. DRWG.15-084.odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R8 AE A S S A INC PER DRWG.15-084.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 3 399 Phone: 850-487-182a The State of Florida is an AA/EMD employer. Copyright 2007-2013 State f FI 'tl :: Privacy Statement :: Accessibi tv 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, In Lead, 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 smalls provided may be used for official communication with the licensee. However email addresses am public record. If you do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Accepts: W =; FM RR ME Credit Card 5we htips:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 213 o�-nnname � zo 'S Fr 3 0.- in W mw mm o Y a s x 4 g a C41 ;O O ;"' m lq o8S zw L a o YY��w g= sz _? 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O o3p m � d �i WUUO NNIHON ' y2_ 10 U Wz 3��N $L' Sa n�xc e „OOC'=0'y�� a ��p IQ Q un3i -a� VyQ�yQ = z&aE a^ WRgs -V� N�`�wn olp m m 5 C i 0LLJ c •• U i $ Q N 'w LU a�Q�'s`a LU >=FCIO� 3 W �> =�Wro3 ZS c Nm O"aEWo Q = ® V o N >i v O J O U a�a a 2 J z n Qo 0 OW .Cow Z � � '• Q y mc°c '1— O c e E > W • ua�d > Z a 3 2 O Z � LLJ a a a O W „R�=�p� O @ Q o O w 1111111111111 ® J S W it- 0- W --Sn- � �o 3 M N w '����h+luulll*e11a111g1\` g e� LLI m N� a U G o- I Air— 08 kNEt _ - 000� moo. mos � �o�� o�m. �o �am-a Amo �\n\F NW 36 dJ�Y i\Z�O� W^F o03 Qf -Q OZ p wnV3Y NFO®��b' <�'e`�„� g� ? w'owkm ox o,°-n�xe z m° Pn � ?��o ow U OZV?V� 6RpFan a < Ra Olt z >o}F®� �z�=� �_��& o rj���c n`w^�cic p_���� Company: NSA Prepared By: John Rosendale Client Name: Polo Job Description: Project Number: DESIGN PRESSURES FOR WALL COMPONENTS & CLADDING Design Data Building Data Wind Velocity (mph) 170 Mean Roof Height 12 Risk Category 2 Building Width (ft) 42 Exposure Category C Building Length (ft) 52 Directionality Factor 0.85 Roof Slope (x:12) 6 Internal Pressure Coefficient +1- 0.55 2 Design pressures listed below are: Allowable Stress OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSIONS WIDTH (INCHES) HEIGHT (INCHES) MAXIMUM POSITIVE PERSSURE (PSF) MAXIMUM NEGATIVE PRESSURE (PSF) 1 Accordion 4 3 29 51 49.6 -52.8 2 Accordion 4 3 57 65 47.3 -50.5 3 Accordion 4 3 29 51 49.6 -52.8 4 Accordion 4 3 139 70 45.0 -48.2 5 Roll up 4 0 94 168 43.8 -47.0 Width of End Zone (a) in feet = 4.2 STRUCTURES WTERNATKML. LLC 8/30/2016 2:28 PM 8/30/2016 Florida Building Code Online �.IsT BC6 Home Login User Registration Hot Topics Submit Surcharge j Stats ikFacts Publications i FBC Staff BOS Site Map Links Search loft db _; Product Approval DSER: Public User i Product Approval Menu > Pmtluct or ncoGcalicru BPatth > q >I!ra ion is Ap Detail .t �. FL # 89-R8 Application Type Revision Code Version 2014 Application Status Approve Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 / (561) 209-8263 \kfeeley@easternmetal.com Authorized Signature Bill Feeley 1 rodriguez@easternmetal. com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters. Subcategory Accordion Compliance Method Evaluati. eport from a Florida Registered Architect or a Licensed orlda 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 � Validation Checklist - Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVH2 odf Referenced Standard and Year (of Standard). Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2002 1994 https:llwv rw.goridabuilding.uglprlpr_ppp_o.aspx?param=wGEVXQwtDgvYYHH2vJvx5WwSXdCOtOXtHs6RTTCYUw%3d 113 8!3012016 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 04/29/2015 04/29/2015 05/07/2015 06/22/2015 FL # \ Model Number or Name _ • Description 389.1 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum Interlocking blades retained by tracks 13 - (Non HVHZ) - Drwg 15-086 1 (top and bottom) for storm protection 4jwdrss of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load 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. Installation Instructions FL389 R8 II A.S S A INC. DR.WG.15-0i&.od Verified By: American Test Lab of South Florida. Inc. Created by Independent Third Party: Yes Evaluation Reports F089 R8 AE A S S A INC P.E.R.DRWG 1 -086 odf Created by Independent Third Party: Yes 389.2 1 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and lockingrod configuration for the HVI. 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. Installation Instructions H389 R8 II A.S.S.A. INC. DRW'&15-085.Ddf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R8 AEA 5 5 A INC P.E.R.DRWG 15-085 HV odf Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- 1 Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 35-084 (top and bottom) for storm protection Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R8 II A.S.S.A. INC. DRWG.15-084.odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R8 AE A S S A INC PER DRWG.15-084.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 3 399 Phone: 850-487-182a The State of Florida is an AA/EMD employer. Copyright 2007-2013 State f FI 'tl :: Privacy Statement :: Accessibi tv 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, In Lead, 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 smalls provided may be used for official communication with the licensee. However email addresses am public record. If you do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Accepts: W =; FM RR ME Credit Card 5we htips:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 213 o�-nnname � zo 'S Fr 3 0.- in W mw mm o Y a s x 4 g a C41 ;O O ;"' m lq o8S zw L a o YY��w g= sz _? 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TILLIT JR. PE -44167 National Accreditation and Management Institute 12/31/2017 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL5790 RI I COI certificatg of ind o nd n e PDF Referenced Standard and Year (of Standard) Stafd4iC$ Year TAS 201 202 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D htlpsJhvww.floridabllilding.org(prlpr_app dll.aspx?param=wGEVxgwd)glDmAG7pnms8kOT9PNvxfDjHTigilDarlvpgSymkyEWlo3d%3d 117 8/31/2016 Date Submitted Date Validated fL# 5790.1 Florida Building Code Online 06/15/2016 Model, Number or Name Description 58mm Bertha End Retention / Non - Retention Roll Shutter System (Non- HVHZ) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile A.S.D. pressure rating End Retention Slat +30, -30 p.s.f. at 22'-30" span (see remaining spans on sheet 12) and +25, -25 p.s.f. at 8'-0" Span for Non End Retention slat wall mounted in concrete ( see remaining spans on sheet 24) Roll Shutter System (includes View Port Option) Installatioo Instructions FL5790 R11 II Drawing NHVHZ 16-063.PDF Verified By: WALTER A. TILLIT JR., P.E. PE -44167 Created by Independent Third Party: Yes Evaluation Reports FL5790 R11 AE product evaluatlon report 16-063.PDF Created by Independent Third Party: Yes Conrad Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/eE0 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 t0 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to wooly a personal acidness, please provide the Department with an email address whitlt can be made available to the public. 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