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HomeMy WebLinkAboutProduct Approval G 1/2/2019 Florida Building Code Online ■ 0 0 1 e � . 0 y „� BCIs Home ( Log In User Registration Hot Topics Submit Surcharge j Stats&Facts Publications i Contact Us SCIS Site Map I Links 1 Search Flaritla Product Approval USER:Public User P2 Produdt Aporoval Menu>Product or Annlicatlon Search>epplication List>Application Detail . FL# FL15279-R5 RECEIVED Application Type Revision Code Version 2017 JAN 0 3 2919 Application Status Approved ST. Lucie Country lipt`filtwng, Comments reapply 11/28/17 - —— Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA,Inc. Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 11S 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 ® ® Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R5 Equiv 20170809-FBC-DASMA 108 equiv. df FL15279 R5 Equiv 20170809-FBC-DASMA 115 equiv. df Product Approval Method Method 1 Option A Date Submitted 08/10/2017 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZIQRAbbA5BZkl9lvxlwrUzbhrVbPy2N%2fxxjpA%3d°/a3d 1/6 1/2/2019 Florida Building Code Online Date Validated 11/29/2017 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page Ii4 Page 4/8 0 0 FL# Model,Number or Name Description 15279.61 061 W5-16 PANSP-2F156: 76SP, Steel Pan(min. 25 ga.) Double-Car(9'2"to 16'0"wide) 76VSP WINDCODE@ W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and D or of of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant:Yes FL15279 R5 C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional impact- 05/21/2028 resistant glazing are impact-resistant(large missile impact). Installation Instructions FL15279 R5 II 103723-A-Rev08.pdf Verified By: Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.62 062 W5-16 SPO-2F449: Grand Steel Pan (min. 24 ga.)with Overlay Double-Car(9'2"up to Harbor,Stone Manor 16'0"wide)WINDCODE@ W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant: N/A FL15279 R5 C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL15279 R5 II 103553-Rev06.pdf regions.The product without glazing DOES comply with the Verified By: Intertek Testing Services NA, Inc. impact resistant requirement for windborne debris regions(ref Created by Independent Third Party: 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.63 063 W5-16 W-1B899: Reserve Reserve Wood Double-Car(9'2"To 16'0"wide)WINDCODE@ Collection RHxx W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 RS C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant: N/A FL15279 R5 C CAC WS Listing Intertek.pdf Design Pressure: +30 PSF/-33.5 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL15279 R5 II 102536-Rev06.pdf regions.The product without glazing DOES comply with the Verified By: Intertek Testing Services NA,Inc. impact resistant requirement for windborne debris regions(ref Created by Independent Third Party: 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.64 064 W5-16-B AL-1F499:Avantelm Full View Aluminum Residential WINDCODE®W5 Sectional Door, 12'3"to 16'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant: N/A FL15279 RS C CAC W5 Listing Intertek.pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL15279 R5 II 103447-Rev04.pdf regions.The product without glazing DOES comply with the Verified By: Intertek Testing Services NA,Inc. impact resistant requirement for windborne debris regions(ref Created by Independent Third Party: 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.65 065 W5-16-C AL-1F499: Avante'" Full View Aluminum Residential WINDCODE@ W5 Sectional Door, 12'3"to 16'2"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R5 C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant: N/A FL15279 R5 C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product meets 05/21/2028 the-wind load requirements of the building code but DOES NOT Installation Instructions https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv3yVVKJZlQRAbbA5BZkl9lvxlwrUzbhrVbPy2N%2fxxjpA%3d%3d 2/6 1/2/2019 Florida Building Code Online meet the impact resistant requirement for windborne debris FL15279 R5 II 103446-11ev04.pdf regions.The product without glazing DOES comply with the Verified By: Intertek Testing Services NA,Inc. impact resistant requirement for windborne debris regions(ref Created by Independent Third Party: 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.66 066 W5-16-HY DSIE-1A171: 2050, 1-3/8" Double-skin Insulated EPS(exterior skin 27 ga. min.; 2051,2053,4050,4051,4053,62, interior skin 29 ga, min.) Double-Car(9'2"to 16'0"wide) 64, 65,62G,62LG,64G,SDP38, WINDCODEO W5 Garage Door SFL38,SRP38, 134, 135, 136,6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant: No FL15279 R5 C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product meets 05/21/2028 the wind load requirements of the building code but DOES NOT Installation Instructions meet the impact resistant requirement for windborne debris FL15279 R5 II 102185-B-Rev12.pdf regions. Verified By: Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.67 067 W5-16-HY DSIE-1A171: 2050, 1-3/8" Double-skin Insulated EPS(exterior skin 27 ga. min.; 2051, 2053,4050,4051,4053,62, interior skin 29 ga, min.) Double-Car(9'2"to 16'0"wide) 64, 65,62G,62LG,64G,SDP38, WINDCODE@ W5 Garage Door SFL38,SRP38, 134, 135, 136,6130, 6131,6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant:Yes FL15279 R5 C CAC W5 Listing Intertek.pdf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)are impact-resistant(large 05/21/2028 missile impact). Installation Instructions FL15279 RS II 102185-P:Revl2.pdf Verified By: Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.68 068 W5-16-HY PAN-2F143: 84A,94, Steel Pan (min. 24 ga.)Double-Car(9'2"to 16'0"wide) 4RST,4RSF,48,48B WINDCODE@ W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant:Yes FLIS279 R5 C CAC W5 Listing Intertek.pdf Design Pressure: +34 PSF/-35 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional impact- 05/21/2028 resistant glazing are impact-resistant(large missile impact). Installation Instructions FL15279 R5 II 101922-A-Revll.pdf Verified By: Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.69 069 W5-16-HY PAN-2F153: 84A,94, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'0"wide) 73,75, 1500, 190,411ST,4RSF, WINDCODE@ W5 Garage Door 6RST,6RSF,48,42,55,48B,42B, 55S Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of Approved for use outside HVHZ:Yes inspection.pdf Impact Resistant:Yes FL15279 R5 C CAC WS Listing Intertek.pdf Design Pressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional impact- 05/21/2028 resistant glazing are impact-resistant(large missile impact). Installation Instructions FL15279 RS II 101922-A-Revll.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.70 070 W5-16-HY PAN-2F153: 84A,94, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'0"wide) 73,75, 1500, 190,4RST,4RSF, WINDCODE®W5 Garage Door 611ST,6RSF,48,42,55,48B,42B, 55S Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R5 C CAC Letter with proof of contract and proof of https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgv3yVVKJZlQRAbbA5BZkl9lvxlwrUzbhrVbPy2N%2fxxjpA%3d%3d 3/6 Property Card Page 1 of 1 Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address:6609 Fort Pierce BLVD Parcel ID:1301-607-0195-000-3 Sec/Town/Range:02/34S/39E Account#: 1830 Map ID:13/02N Use Type:0100 Zoning:RS-4 Jurisdiction:Saint Lucie County Ownership t » Wesley W Caudill N► Phyllis J Caudill 'n 6800 Rhineview Ct S' Dayton,OH 45459 Legal Description LAKEWOOD PARK-UNIT 7-BLK 77 LOT11(MAP 13/02N)(OR 2971- 647) y Current Values Just/Market Value: $147,400 Assessed Value: $120,056 Exemptions: $0 Taxable Value: $120,056 Total Areas Taxes for this parcel: SLC Tax Collector's Office Finished/Under Air(SF): 1,990 Download TRIM for this parcel:Download PDF Gross Area(SF): 2,892 Land Size(acres): 0.29 Land Size(SF): 12,481 This information is believed to be correct at this time but it is subject to change and is not warranted. ©Copyright 2019 Saint Lucie County Property Appraiser.All rights reserved. https://www.paslc.org/RECard/ 1/2/2019 Property Card Page 1 of 1 Michelle Franklin, CFA--Saint Lucie County Property Appraiser--All rights reserved. Building Information Finished/Under Air Area.,1,990 SF Gross Total Area.,2,892 SF Exterior Data Building Type: HC Grade: C Year Built: 1983 Effective Year: 1983 No.Units: 1 Story Height: 1 Story Roof Cover: Dim Shingle Roof Structure: Hip Primary Wall: Wood no Sh Secondary Wall: View: Frame: Interior Data Bedrooms: 3 Full Baths: 3 Primary Int Wall: Drywall Half Baths: 0 Primary Floors: Carpet Avg Hgt/Floor: 0 Heat Type: FrcdHotAir Heat Fuel: ELEC Heated%: 100% A/C%: 100% Electric: MAXIMUM Interior Sprinkler%: N/A% z M voxl ' Sketch Area Legend Sub Area Description Area Fin.Area Perimeter BAS BASE AREA 1990 1990 232 GAA Garage Attached Average 483 0 88 OPAA Open Porch Attached Average 35 0 24 SPAA Screen Porch Attached Average 384 0 88 This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2019 Saint Lucie County Property Appraiser.All rights reserved. hos://www.paslc.org/RECard/ 1/2/2019 4 3 2 'CARRIAGE HOUSE' SHEET, REVISIONS 'CLASSIC'RAISED PANEL EMBOSS DOORS RAISED PANEL EMBOSS DOORS 1 3 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION MODELS 24,GA 124 CA INS I 25 GA 2S GA INS 25 GA 25 GA INS MODELS 25 GA 25 GA INS CLOPAY 04A,94 1 73, 75 1500,190 76 76V CLOP 15 SEE REVISION HISTORY ON SHEET ONE.AY GD5S,GR5S GD5SV,GR5SV IDEAL 4RS7,4FK1 4RSF I 6RST I 6RSF 2RST I •GALLERY' HOLMES 48.48B I -- 142,42BI 55 55S -- I HOLMES SHORT PANEL LONG PANEL "ARTISTRY' AR5S AR5SV 3"TALL U-BAR. [DEAL 'CARRIAGE EDSS cDSSv 2"THICK 20 GA. GALV. STEEL. MODEL 4F IS FLUSH HOUSE* I MIN. YIELD STRENGTH: 80 KSI. SHORT PANEL "80 KSI" STAMPED ONTO U-BAR. IN THE CASE OF GYPSUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION THERE ARE TWO ACCEPTABLE ALTERNATIVES: 25 GA. hift G-40 GALV. 1-7/8- L=� 1)THE WALLBOARD CAN BE CUT AWAY FROM THE DOOR OPENING.-AND 2X6 SOUTHERN YELLOW PINE WOOD JAMBS STEEL SKIN WITH A MOUNTED DIRECTLY TO THE SUPPORTING STRUCTURE TO CREATE THE MOUNTING SURFACE. ALTERNATIVELY, THE BAKED-ON PRIMER AND A T BRACKETS MAY BE ATTACHED DIRECTLY TO THE SUPPORTING STRUCTURE. SEE DETAIL BELOW. THE CENTER OF BAKED-ON POLYESTER TOP SCREW'HOLE MUST BE AT LEAST W FROM BOTH EDGES FOR A 5/16' LAG SCREW. COAT APPLIED TO BOTH GA. GALV. STEEL TOP ROLLER 2)IF THE WALLBOARD IS NOT CUT AWAY TO EXPOSE THE UNDERLYING STRUCTURE (WOOD FRAMING MEMBERS), A SIDES OF STEEL SKIN. BRACKET. EACH BRACKET ATTACHED 2X6 SOUTHERN YELLOW PINE WOOD BUCK OVER SHALL BE INSTALLED THE WALLBOARD FRAMING THE OPENING USING THE JAMB ATTACHMENT FASTENERS LISTED BELOW. HOWEVER, THE JAMB ATTACHMENT FASTENERS MUST W/L(4) #14x5/8" SHEET METALL BE OF A SUFFICIENT INCREASED LENGTH TO ACCOUNT FOR THE THICKNESS OF THE WALLBOARD TO ENSURE SCREWS. PROPER FASTENER EMBEDMENT INTO THE STRUCTURAL FRAMING MEMBERS OF THE SUPPORTING STRUCTURE. 1/2* FROM EDGE BOTTOM OF SECTION: U-BAR PLACED SHIP LAP JOINTS. ABOVE OF LEAF HINGE AS SHOWN. j 1 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS & (4) I# DENSITY POLYSTYRENE FOAM =:r- 1/4- SELF TAPPING SCREWS. INSULATION 1-5/16-THICK WITH VINYL HAIRCELL BACKER =7= TOP OF SECTION: U-BAR PLACED ON VERTICAL JAMB-ATTACHMENT (WOOD FRAME (INSULATED MODELS ONLY). TOP OF LEAF HINGE AS SHOWN. 3/8"x3" LAG SCREWS (1-1/2" EMBED) ON 24' CENTERS. 1-1/8" MIN. O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE CQLUMN)- 3" TALL x 20 GA. GALV. STEEL U-BAR. ONE THE TOP OF EACH SECTION AND 3/8%3" SLEEVE ANCHOR BOLTS'(1-1/2" EMBED) ON 17' CENTERS (2,000 PSI M&. CONCRETE). WASHERS ONE.AT THE BOTTOM OF EACH SECTION. INCLUDED WITH SLEEVE ANCHORS. OR EACH U-BAR ATTACHED WITH (2) 1/4-x3- TAPCON SCREWS (1-1/2- EMBED) ON 14" CENTERS'(2.000 PSI MIN. CONCRETE) OR 8-CENTERS (C-90 1/4"x3/4" SELF TAPPING SCREWS PER BLOCK). I" MIN. O:D. WASHERS REQUIRED WITH TAPCONS. /"ONE LOCATION. B ANCHORS MAY BE-COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 07HERJAMB CONFIGURATIONS REFER TO DASMA TDS-161.A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. 13 GA. GALV. STEEL BOTTOM BRACKET. NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE ATTACHED WITH (2) j14xS/B" SHEET METAL SCREWS PROFESSIONAL Of RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES ALUMINUM EXTRUSION FOR THE LOADS LISTED'ON THE DRAWING. &VINYL WEATHERSTRIP. ,% 0 j%j%llllflHAjW:j"j4"'!, SECTION A-A'(SIDE VIEW) %%%%'I , . ...... % 63 a MANUFACTURING PRODUCT CODE MIN, 25 GA_ jj�:�953/6 'SHORT PANEL PAN-2F153 DESIGN LOADSROiTh�WFA Z.0 P.S.F. LONG PANEL: PAN-2F156 TEST LOADS: +48.0 P.S.F. & -48.0 P.S.F. PART NO.: N/A A :9 STATE 0 u,r Unlem Stated 01he-ise 8585 Duke Boulmrd RATING R!?,p a y Ll.s.,OH 45040 W VINDLOAD m US& TOLERANCES— Yet,No.513-770-480D 0 Balkliq Fox.N-513-770-4853 19/0 R I'D . - *:031 pm 5 DP32 NIL 00 *-015 DESCRIPTION: CLASSIC,AND CH RP STEEL PAN DC +32/-32 PSF 111,111 i's .000 a 3.CO5 .0000 .00j DRAWN BY: MWW DATE: 1/26/9 WG. DESIGN ENGINEER: Degrees :'1/2* CHECKED BY. -- DATE: -- SHEET .OF 4 ISIZE _LJ SCOTT HAMILTON. P.E. Unless Stated!01her.iie IFLORIDA LICENSE No. 63286 DUENSIONS ARE IN WCHES.DING. NO.: 101922 VER: 18C 2 4 3 2 1 'CARRIAGE HOUSEEE 'CLASSIC'RAISED PANEL EMBOSS DOORS ' SHT REVISIONS RAISED PANEL EMBOSS DOORS 4 OF 4 MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS 'MODELS 25 GA 25 GA INS REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLOPAY 84A,94 1 -- 1 73, 75 1 1500,190 76 76V CLOPAY15 - - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST,4F-1 4RSF I 6RST 6RSF 2RST - 'GALLERY' GDSS,'GR5S GD5SV,GR5SV HOLMES 48, 48B -- 42,42B 55,SSS -- -- HOLMES ARSS ARSSV SHORT PANEL LONG PANEL 'ARTISTRY' MODEL 41` IS FLUSH IDEAL 'CARRIAGE ED5S ED5SV D D ■ - HOUSE' SHORT PANEL 2"TRACK CONFIGURATION. ODOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION. ' HORIZONTAL TRACK �. 13 GA GALV,STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WITH(3)5/16'X 1-5/8"LAG SCREWS HEIGHT "L" INSTALLER(TO SUR). AND TO TRACK WITH(2) 1/4"RIVETS. NOTE:TRACH CONFlGURATION T- '24 SYP WOOD JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). ABOVE THE DOOR OPENING DOES 9, AS ROD:SPACING NTE 30"O.C. $,_ " "JAMB PREPARATION NOTE'. S Y r't29tr4t! 20 GA GALV. STEEL.ENO STILE. NOT AFFECT THE WIND LOAD 20 GA.MIN.GALV.STEEL INTERN,STILE. RATING OF THIS DOOR. a 62"t4" 2"GALV.STEEL TRACK, 9'-6"106. 2-1/2"X 12 GA GALV.STEEL n TRACK THICKNESS:0.060 10- TRACK BRACKETS FASTENED TO 1 '-6" WOOD JAMBS WITH 5/6"X 1-5/8" 18 GA.GALV.STEEL CENTER HINGE v 11'-O" LAG SCREWS. TO INTER.STILES W/(4)EACH IV-6 1 7/16"I.D.ROUND P�.. FASTENED 74x5/8"SHEET.MEIAI SCREWS. S NUT FASTENER: 36'tZ' TYP.2-1/2"X 12 GA(0.099') 2°-0 1 C z CALV.STEEL TRACK BRACKETS, 1 '-6 14 ' 14 GA GAIN STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH 114x5/8" G w ATTACt1E0 TO JAMB WITH(1) 1 '-0 SHEET METAL.SCREWS AND(4) 1/4"SELF TAPPING SCREWS PER ENO HINGE. ,0 5/16"X 1-5/8"LAG SCREW PER 13'- 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0" 12 GA GALV STEEL TRACK BRACKETS WITH EITHER(2) 1/4"OW.RIVETS.OR 2"OLA.SHORT STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 10" '-0" '(1).1/4"X.5/8"BOLT&NUT PER 15'— "17 TRACK BRACKET. SECTION C—C PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4"x 12GA) ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING SCREWS. 3"TRACK IS ALSO AVAILABLE. DOUBLE TRACK LOW HEADROOM OPTION UBLE HORIZONTAL 1RACK, B B J�JO�T rHAM�'f'pl F•••" MANUFACTURING PRODUCT CODE No 63 8 �'*f• MN 25 GA DOORS. M C'PAN-21`153/6 l •L SHORT PANEL: PAN-21153 DESIGN LOADS: +32.0 P.S.F. & -32. P.S.F. LONG PANEL-PAN-21`156 TEST LOADS: +48.0 P.S.F. '& -48.0.P.S.F. PART NO.: N/A �1 Unless Stated otherwise =Clapay 8585 Duke 80.1mod VINDLOAD RATING ~ TOLERANCES a; Masaa,DH'45040 USA Tel.No.513-770-48D0 W5 D.P 32 .00 t.Ot5 DESCRIPTION: CLASSIC AND I CH 3�77 RP STEEL PAN DC +32/-32.PSF A�41 - 1lgttt .DOD= 3:005 DESIGN ENGINEER: 9000= *�Z DRAWN BY: MWDATE: 1/26/96 SCALE: ryTs DwG.R CHECKED BY: DATE: - SHEET 4 OF 4 SIZE 1J SCOTT HAMILTON; P.E. Unless Staten othemse FLORIDA LICENSE NO. 63286 owEN5lON6.ARE IN'INCHE9,DWG NO.: 101922 VER: IBC 4 3 2 1 i 1 i December 11, 2013 (revised 6/14/17) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W5 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina and CBPC-ATC. Component testing was conducted by HETI and ETC. For the doors listed in Tables I. through 8, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201.1994 and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005, The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the sectional garage door designs listed below in Tables 1 through 7 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile Impact). TABLE s for doors with Manufacturing Product Cod P -2 101922-A-Rev15, max. door size 16'0" x 1610"; +32/-32 PSF (design oad) 104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) YARLE-2,: Drawings for doors with Manufacturing Product 43: 104791-Rev05, max, door size 16'2" x 16'0"; +46/-52 PSF design load) 104121-Rev04, max. door size 9'0" x 16'0"; +50/-58 PSF (design load) 105109-A-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) T B E 3: Drawings for doors with Manufacturing Pro 56: 101922-A-Revl5, max. door size 16'0" x 1610"; +32/-32 PSF ( esignload) 104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 4: Drawings for doors with Manufacturing Product Code (MPC) PANSP-2F153: 104818-A-Rev01, max. door size 1612" x 16'0"; +32/-37 PSF (design load) TAB 5- rawin s for doors with Manufacturing Product e i=,l 10481.8-A-Rev03., max, door size 16'2" x 16'0"; +32/-37 PSF Cdesign load) TABLE 6: Drawin s for dogM with-Manufacturing Product Code MPC DSIE-1A171: 104814-A-Rev00, max. door size 9'0" x 16'0"; +36/-44 PSF (design load) TABLE 7: Drawincis for doors with u in Product Code MPC PAN-2F446: 105109-A-Rev00, max. door size 18'0 x 16'0"; +25/-25 PSF (design load) PAGE 1 4F 6 FILE: GBPG_131211-A.6 i EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5--W$ TABLE 8• Drawings for doors with Manufacturing Product Code (MPC) SPO-2F499• 104791-Rev05, max. door size 16'2" x 16'.0 ; +46/-52 PSF (design load) 104121-RevO4, max. door size 9'0" x 16'0"; +50/-58 PSF (design load) For the doors in Tables 9 through 17, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the sectional garage door designs listed below in Tables 8 through 13 are in compliance with these test requirements of the Florida Building Code. TABLE 9�prawings for doors with Manufecturina Product Code (MPC) PAN-2F153 101922-8-Rev15, max, door size 16'0 x x6'0"; +32/-32 PSF (design load) 1.04710-B-RevO3, max, door size 16'2" x 16'0"; +36/-42 PSF (design load) _TABt,E 10: Drawings for doors with Manufacturing Product Code (MPC) PAN-2Fi43• 1057.01-RevOO, max. door size 20'0" x 16'0"; +30/-32 PSF (design load) TABLE 11: Drawings for doors with Manufacturing Product; Code (MPC) PAN-2F156., 101922-B-Rev15, max. door size 16'0 x 1610"; +32/-32 PSF (design load) 104710-B-RevO3, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) TABLE 12: Drawings f ith Manufacturing Prod PC PANSP-2F153: 104818-B-Rev01, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE 13• Drwings for doors with Manufacturing Product Code (MPC) PANSP-2F156; 104818-B-RevOl, max. door size 16'2" x 16'0"; +32/-37 PSF (design load) TABLE-14: Drawings for doors with Manufacturing Product Code (MPC) DSIE-1A171: 104814-8-Rev00, max. door size 9'0 x 16'0 +36/-44 PSF (design low TABLE 15: Drawings for doors Lrvitb.Manufacturing Product Code (MP PAN-2F443: 105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) TABLE 16: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F446: 105109-B-Rev01, max. door size 18'0" x 16'0"; +25/-25 PSF (design load) TABI T• Drawings for doors with Ma ufarcturing Product Code (MPC) W-18899 105116-Rev01, max. door size 18'0 ' x 8'0"; +32/-36 PSF (design load) Test Reports: The following test reports are based on testing conducted by American Test Lab at their North Carolina Facility: 0213.01-13 (4/29/13), 0813.01-12 (10/9/12), 1206.01-12 (1/23/13), 0117-01-13R (3/18/13), 0220.01-13 (4/29/13), 0312.01-13 (5/1/13), 0102.01-13 (2/20/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. The following test reports are based on testing conducted by CBPC-ATC at their Mason testing facility (accredited by L-A-13 for ASTM E330 and ANSI/DASMA 108 testing): CBPC-ATC 13-009 (6/25/13), 13-010 (6/25/13), 13-013 (4/29/13), 16-004 (4/4/16), 16-007 (5/16/16) . PAGE 2'of 6 FILE: CBPC 13.1211-A.6 I EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DoORS,w5-w8 Product Description for doors with MPC PAN-217153: These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins, The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). Optional Impact-Resistant Glazing is a one-piece Injection-molded front frame and glazing, The following models are at least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, 1500, 190, 4R8T, 4F, 4RSF, 6RST, 6RSF, 4.8, 486, 42, 4213, 55, 55S, GD5S, GD5SV, GR5S, GRSSV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. PrQd!jct Description for doors with MPC PAN-2F143: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 21". The sections may have EPS foam insulation Inserted into the pan cavity. The following models are at least structurally equivalent to the tested door: 84A, 94, 4F, 4RST, 4RST, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F443 These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have EPS foam Insulation Inserted into the pan cavity. These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing, The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E4S, ED4S, E4SV, ED4SV, MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-217156: These doors consist of 2" thick steel pan sections with min. 25 ga, (0,019") skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16" Insulation captured in the cavity of the pan section. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 76, 7SL, 2RST, 76V. Not all models may be shown on a given drawing. Product Derlptionfor doors with MPC PANSP-217153 These doors consist of 2" thick steel pan sections with min. 25 ga. (0.019") skins. The steel skin is at least G40 bDS per ASTM A653. Sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next-to-the-�top section. Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 73SP, 15SP, GD5SSP, GD5SPV. Not all models may be shown on a given drawing. PAGE 3 OF 6 FILE: CBPC_131211-A.6 : EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8 Product_Descriptlon for doors with MPC PANSP-217156: These doors consist of 2" thick steel pan sections with min. 2S ga. (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. Sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing in either the top section or the next-to-the-top section. Optlohal'Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 76SP, 76VSP. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1A171: These doors consist of 1=3/8" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 21". The following models are at least structurally equivalent to the tested door: 2050, 4050, 2051, 4051, 2053, 4053, 62, 62G, 62LG, 6130, 65, 65G, 6131, 64, 64G, 6133, 135, SDP38, 136, SFL38, 134, SRP38, Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F471: These doors consist of 2" double-skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height is 24". These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: GD2SU, GR2SU, GD2LU, GR2LU, AR2SU, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202, MFC68CU, 9205, HDPR20, MFR68U, 7205, 8205. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-117471: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 per ASTM A653. The maximum section height Is 24". These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door; GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR21_P, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Product Description for doors with MPC SPO-217449: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have decorative overlays. The following models are at least structurally equivalent to the tested door: GHnn, GHRnn, GHRvnn, SPnn, SPVnn, SMnn where "nn" represents the configuration of the overlays. Not all models may be shown on a given drawing. PAGE 4 OF 6 FILE: CBPC_131211-A.6 I EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W5-W8 Product Description for doors with MPC W-1899: These doors consist of 1=9/16" wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height Is 28". These doors may have optional Glazing. Optional Glazing is not impact resistant. The following models are at least structurally equivalent to the tested door: RHxx, where "xx" represents the configuration of the cladding and overlays. Not all models may be shown on a given drawing. Product Description for dloors_with MPC PAN-217446: These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is 24". The sections may have EPS foam insulation inserted into the pan cavity. These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G4L, GL4, GD41-, GR4L, G4LV, GL4V, GD4LV, GR4LV, E4L, ED4L, E4LV, ED4LV, MR4L, SL4, AR4L, MR4LV, SL4V, AR4LV. Not all models may be shown on a given drawing. Impact Resistant Glazing (Moldgd,U The optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by the Code. Approval based on review of the,following tests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496.0 ASTM x2843, ASTM D635, ASTM D1929. ImpactReslstant Glazing (Aluminupa),g The optional impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by the Code. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp, 8/27/17). Limitations: The drawing(s) cited above are an explicit part of this evaluation report, The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design, of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing(s) referenced above. i I PAGE 5 OF 6 FILE: CBPC_131211-A.6 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,WS—W8 Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) listed above, Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's Licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: 011111 Ail/14,,�i `��1 �y r �N A•vii/ i 0 632$6 y Scott Ha P E. Florida P. E. No: 63286 .. -o• ��i STATE OF •<U� Date: G �� .•C) •. �v If'fill 11811111101 PAGE 6 of 6 FILE: CBPC_131211-A.6