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HomeMy WebLinkAboutProduct Approval Florida Building Code Online t tF rA BM Home {Log In ;User Registration Hot Topics S Submit Surcharge Stets&Fads ? Publications 't Contact Us 1 SCIS Ste Map t Unks Search I Product Approyal s .USER:Public User Product ADp/flyar Menu>Product or AnnlicaNen Search>Aooriartion List>Application Detail " FL# FL15279-115 v Application Type Revision - Code Version 2017 �i el Application Status Approved `n Comments reapply 11/28/17 //�C)Go V v U 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 Q Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 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 eguiv.Ddf FL15279 R5 Equiv 20170809-FBC-DASMA 115 a uiv.odf I j Product Approval Method Method 1 Option A I Date Submitted 08/10/2017 Date Validated 11/29/2017 Date Pending FBC Approval https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQRAbb... 4/10/2019 Florida Building Code Online the wind load requirements of the building code but DOES Installation Instructions NOT meet the impact resistant requirement for windbome FLIS279 R5 II 101922-B-Revl].pdf debris regions. Verified By:Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.71 071 WS-20 AL-IF499:Avante- Full View Aluminum Residential WINDCODE©W5 Sectional Door,163"to 207"wide Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 R5 C CAC Letter with proof of contract and oroof Approved for use outside HVHZ:Yes of insoection.pdf Impact Resistant:N/A FLIS279 R5 C CAC W5 Listing Intertek.odf Design Pressure:+30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 RS 1I 103448-RevOS.pdf windbome debris regions.The product without glazing DOES Verified By:Intertek Testing Services NA,Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions(ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.72 072 W6-09 DSIE-1A171 2050 -3/8"Double-skin Insulated EPS(exterior skin 27 ga.min.; 2051,2053,4050,4051, 53,62, nterior skin 29 ga.min.)Single Car(up to 9'0"wide) 64,65,62G,62LG,64G,SDP38, INDCODE(D W6 Garage Door SFL38,SRP38,134,135,3 6130,6131,6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS279 R5 C CAC Letter with proof of contract and oroof Approved for use outside HVHZ:Yes of insoection.odf Impact Resistant:N/A - FLIS279 R5 C CAC W6 Listing Intertek.pdf Design Pressure:+37 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R5 II 1016S4-Revl3.pdf windbome debris regions.The product without glazing DOES Verified By:Intertek Testing Services NA,Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions(ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.73 073 W6-09 DSIE-1F171:4300, 2"Double-skin Insulated EPS(exterior skin 27 ga.min.; 4301,4310,4400,4401,HDG, interior skin 27 ga.min.)Single-Car(up to 9'0"wide) HDGL,HDGF,66,66G,67,67G,68, WINDCODE@ W6 Garage Door with Optional Impact- SP200,SF200,SE200,6200,6201, Resistant Lites 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS279 R5 C CAC Letter with proof of contract and proof Approved for use outside HVHZ:Yes of insoection.ndf Impact Resistant:Yes FL15279 R5 C CAC W6 Listing Intertek.odf Design Pressure:+37 PSF/-40 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional 05/21/2028 impact-resistant glazing are impact-resistant(large missile Installation Instructions impact). FLIS279 R5 II 101526-A-Revl6.pdf Verified By:Intertek Testing Services NA,Inc. Created by Independent Third'Party: Evaluation Reports Created by Independent Third Party: 15279.74 074 W6-09 DSIE-117171:4300, - 2"Double-skin Insulated EPS(exterior skin 27 ga.min.; 4301,4310,4400,4401,HDG, interior skin 27 ga.min.)Single-Car(up to 9'0"wide) HDGL,HDGF,66,66G,67,67G,68, WINDCODE(D W6 Garage Door SP200,SF200,SE200,6200,6201, 6203 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 R5 C CAC Letter with oroof of contract and proof Approved for use outside HVHZ:Yes of inspection.pdf Impact Resistant:No FLIS279 R5 C CAC W6 Listing Intertek.odf Design Pressure:+37 PSF/-40 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 Installation Instructions NOT meet the impact resistant requirement for windbome FLIS279 R5 II 101526-B-Revl6.pdf debris regions. Verified By:Intertek Testing Services NA,Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.75 075 W6-09 DSIE-lF471:GD2SP, Gallery/Artistry/Expressions:2"Double-skin Insulated EPS GR2SP,GD2LP,GR2LP,AR2SP, (exterior skin 27 ga.min.;interior skin 27 ga.min.)Singie- AR21-P,ED2SP,ED2LP Car(up to 9'0"wide)WINDCODE(D W6 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS279 RS C CAC Letter with proof of contract and oroof https://floridabuilding.org/pr/pr app_dtl_aspx?param=wC'EVXQwtDgv3yVVKJZ1QRAbb... 4/10/2019 MODELS 27 GA SHORT 27 GA FLUSH 27 GA LONG DOOR HEIGHT # OF REV DATE DCSCRIPT= SECTIONS THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE 07 5/2004 ADD M N 2053 ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDACLOPAY 20S0,4050 2051,4051 4053,2053 UP TO 7'0' 4 BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON 08 8 2005 UPDATED CODE REF. 713' TO B19' 5 ASCE7-10)FOR THE FOLLOWING CONOTTONS:1)ENCLOSED 09 8 2005 ADDED ROLLER OPTION 910' TO 10161 6 BUILDING,a)DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE,e) 10 1 3 COMBINED C OPA, 0 HOLMES 62,62G,62LG, 65,6131 64,64G,6133 ANY ROOF SLOPE,AND 4)TESTING IN ACCORWWCE WITH 11 2 O9 08 ADDED 80 REQ ENT TO U-BPR; 6130 10.9' TO 12'3• 7 AN_SI(µSMA toe.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED INCH.MAX HT. 1216' TO 1410' B D PROFESSIONAL MAY DIFFER 12 1 25 11 UPDATED MODEL NUMBERS. IDEAL SDP381 135 SFL39,136 SRP38,134 1413' TO 1519' 9 ULTIMATE MIND 13 2 09 12 UPDATED WINDCODE CPPW- 1610, i 10 SPEED(MPIO l49 150 160 165 18S OPTIONAL.1/8'ACRYUC OR DS9 GLASS DIES AVAILABLE. MAX SECTION HEIGHTI 21' E��URE 8,C,n a,Q D 8,C a,C a OPTIONAL ADRYUC GLAZING IS PIASKOLlIE OPIIX OR LUCITE CP CATEGORY APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2808 12 OA GALV.STEEL.TOP BOLLER (SEE SECTION B-B).SHORT'AND LONG IJIES APPROVED. MEAN RWF HELGLIT ES' 15' 29' 13' 30' BRACKET EACH BRACKET ATTACHED B A _N -= I SO__!4)�/14xb/8'SHEET METAL _ -__ _-__ EXPANDEDOPOLYSIYRENE It�w� �OEoDETAIL O ---= FOAM INSULATION LAMINATED ----- a -----J L-�-- OLLER b 1 1 J I 1 / 1 1 1- yy TO B0NN7NNTFRI�R��IOSKIN& IIIF. III� SEE INIERWED. ( �------ G 40 GALVANILNO BAKEDRON PRIMER HINGOEA.FAH•F/ �II'EE TO -__ I _ LANCE DETAIL ---- --- ---- ---- AND ABAKED-OH POLYESTER PAINTED 70P COAT. j� �ALW5CRE59s4x6/B TWO POW LOCIONG TONGUE AND GROOVE JOINTS. e 'SIECT"A--A MB ATTACHMWr __ _ iW0 DONE LDCIONO ___ 1 2 x3 L A SCREWS ON 24 CENTERS. G III555... ..��I __ SCRrS MUST USE i'O.D.WASHER.LAO SCREWS MAY 2-1/4'K20 GA 80 KSI GALV.STEEL L �----� --- _---� - BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE U-BARSECTION, ONE U-BAR PER DOOR .0 {ICI jl�� A FLUSH MOUNTING 3UiiFACE HOR20NTAL JAMBS DO NOT SFATION,IXCFPT TWO ON =_=- �=_=�I --=_- _===y ----- 1TLWBF17t LOAD, B0TT0 SECTION. ATTACHED 1-3/B'THICK ' �) io*x3/4'SELF TAPPING OptWNAL ouTt;mE IEYm A oIm OUfSIOE IO.II'm SCR AT F CH HINGE LOCATION. LACK P==_(SHORT PANEL SHOWN) �(�� iyQDi:TRACK CONFIGURATION 1J 1 CALV (STEEL BOTTOM BRACKET. MAX DOOR WIDTH.A'-0' MAX.DOM MOTH.9'-V ABOVE THE DOOR OPENING ATTACHED WOH(2)pl4xef8 SHEET METAL SCREWS. 28 GA.SfEFl.MIN.INTERIOR SKIN nlcev n�.K,u .`eu DOES NOT AFFECT THE WIND WITH 0-40 GALV. BAKED-ON SNAP LATCH L TRAML PRIMER AND A 8,(Ia-ON POL ONTO SHAD LATH ON LOAD RADNO OF THIS DOOR. x0DEDOOR TRAAx su By YES­ pID ONE SNAP uTaL ox (SHORT PANEL SHOWN) DOOR BLsauER�0� � TOP COAT. SDIE EACH SIDE OF DOOR ALUMINUM EXTRUSION pLD ISA�CI(ENGAGES &VINYL WEATHERSTRIP. HANDLEOUTSIDE eras 7ERrtAo�xV,ERUCIL C CA a+1V.fiIfFL flA0 BRADNET. OU�iBLQGLL.Q$ OIIIS10E IRIID ENO WANE H(�q�EN®TO WOOD JALB WRAP lA61a.A �14-Y . xANOLE "LE HAN IDOL ( e/TELL-e/6'WOOD IM WRpI. ?�O+ WAR IN OF DaOR. 3 SLEE C RS 01 2 CENTTAB LBOTH C-00 BLACK OR ASIDE HANDLE TRACK CONMOLwtm_ON b A 1 o�c. Dp SIDE numnE lam LOCK ImoK m� T CENT PSI MIN.CO I MIN.. OR 1 4 x4 TSHE N SCREWS ON 20' LOW MR G OF DOOR cite i♦ eprou IlILIS.QPD� CENTERS(2,Q00 PSI MIN.CONCR .WASHERS INCLUDED AWITHNCHORS MAY _..—..1.� ^"'�..�""" � )9QIEL DOUBLE TRACK ANCHORS 1 O.D. ASHERS REOUI WITH TAPCONS,ANCHORS MAY BE (4)/14 SHEET METAL SCREWS LAW HEADROOM 19 (BUT N011 RE'QUIREO COUNTERSUNK TO PROVIDE A FLUSH MOUNTING THE OPTIONAL OMNO SHOWN ON THIS DRAWING MEETS THE AVAILABLE AS AN OPTION URFACE HORIZON? JAMBS 00 NOT TRANSFER LOAD. W01D L OD REAUITIOU 3 OF THE HARIDA BUILDNO(:ODE OR INTERNATIONAL OVUM CODE BUT DO®NOI D`THE B r V SM FOR COORS OVER B'-O' UOMLT AHT ITEOUlAEYO(T FD WDABORHE HIGH,TRACK CONFIGURATION SFWl REOaxG REF.cxrFGNTe ETiO TRACK rac�LEE6EssD FRONT FRAME WITH U.V. 1• NOT EXCEED MAXIMUM SPACING COATING ON OUTSIDE SURFACE p PROVIDED.CONSULT FACTORY FOR (4) 1/4'DMA,SELF TAPPINQ 5CREYIS MORE DETAIL IF ROD. ,14 GA. END HINGE 18 CA INTERMEDLME HINGE LHR 70P BRACKET (•2-1 'K12 OA�V.DTEEUIP TR�CN a E FINO DOUBLE HORIZONTAL is NOT TO EX�30 D STOP MOUI�INO EK DOOR ODOR 1' GLAZING INSULLER(TO SUTQ I-JA_ MOLDED INSIDE _ $Bx3[4'PANHEAD SCREW 20 oA.MIN.CALV.srEEL END STILE nOUBLE T�Aw LICE RETAINER. 0 SC NOOW LIFE (10 SCREWS PER UTE) LOW HEADROOM OPTION ' DESIGN LOADSI +37.0 P.S.F.&-37.0 P.S.F. 12 GA GALA STEEL TRACK �Q�E THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS TEST LOADS: +555 P.S.F.&-55.5 P.S.P. BRACKET FASTENED 70 WOgD SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF DESIGN EN JAMB WITH ONE 8/18 x1-b/8' RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE FLORIDA P.E.�484as,NC P.E.023032,TEXAS P.E.191513 WOOD LAO SCREW ER BRACKET. 18 C.A.MIN.GALV.STEEL CENTER INGE WITH CURRENT BUILDING CODES FOR THE LOADS USTED ON THIS DRAWING. FASTENED TO K OF DOOR W/4 OmD VUOAJIAO aATNa NAIL S3� FASTENED T TTRVACK BPA TRACK CKWE FACH�/14xe/B�SHEET METAL SCE S. Clopay CLOPAY BUILDING PRODUCTS COMPANY "f�PLS"DS`>,' lA'171 EACH BRA/AKET ACHED WITH ONE 14 GA GALV.STEEL ROLLER I GE 8585 DUKE BLVD. RATE, W6 9'0'x i6'0' F FASTENED TO END STILES W 4 EACH DESCRO+TIOLY 1 4`xs B BOLT&NUTS$ 14x8/B'SHEET METAL SC AND MASON, OH 45040 7/1B/96 7W0 1/4'RIVETs. { nRAvx BY.1/4'x3/4'SELF TAPPING SCREWS. wyy 0y�N TnDE MWW MODEL 2050 4050 4053:37 PSF DESIGN -NX WITH A RAMI SAL 0REO59} Building-i I d i n g- Products (513) 770--4800__ __'[� mA�nLG wluEw v(a WITH STE�EL OR NYLON STEM EEL.ROLLER Company Clam CupwuWn AD ROW Raw" ��m L 101654 LnC - FLOO RODQ PROD DD MC 7 APPROVAL 15279