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HomeMy WebLinkAboutProduct Approval ,411912016 Florida Building Code Online FlcrldaOepam.eni4 SCIS Home Log In j User Registration i Hot Topics ; Submit Surcharge Stats&Facts Publications i FBC Staff BCIS Site Map ( Links I Search Business Prc1=eSS� a� 0"EM, Product Approval USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search i Code Version 2014 FL# 16107.3 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A plications FL# Tvoe Manufacturer Validated Status By FL16107- Revision Clopay Bui ding-Products Company Gary Approved R8 ,_Ft_# FL16107:3Pfuehler History Ftodel: 03 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48;426, 486, 4RST, 6RST, (513) GD5S, GR5S, AR5S, EDSS 519-6566 Description: Steel Pan (min. 25 ga.) Double-Car (9'2"to 16'2"'wide) WINDCODEp W6 Garage Door with Optional Impact-Resistant Lites j Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Contact Us:: 1940 North Monme Street,Tallahassee FL 32399 Phone:850-487-1824 l' The State of Florida is an AA/EEO 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 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 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 click here. Product Approval Accepts:1 0W no SQ:CUC1Lti at7>Tt13CS' � I i I j https://floridabuilding.org/pr/pr app _Ist.aspx 1/1 i 4/19/2016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code 'I Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products Go to Page Viv Page 1/3 FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car (9'2" to 16'2"wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Gia rage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104724-A-Rev03-sianed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). I I 16107.2 02 W6-16 DSIE-1F171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(97"to 16'2"wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEQ W6 Garage Door J 6200, 6201, 6203 Limits of Use ....._...................._..._..._............._..Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104.724-B-Rev03-sianed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 'R8 AE CBPC 121212-A.bdf requirements of the building code but DO NOT meet the Created by Indepe'ndent Third Party: No impact resistant requirement for windborne debris regions. „ 6µ1Q7,;3=rx == 03 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 2 , , WINDCODEO W6 Garage Door with Optional Impact-Resistant GD5S GRSS'AR5S' ED5S Lites --^' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104710-A-Rev03-sianed.odf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). l I ____...._...._.................__ 16107.4 04 W6-16 PAN-2F153: 73, 75, 84A, Steel Pam(min. 25,ga.) Double-Car(9'2"to 16'2"wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GD5S, GR5S, AR5S, ED5S , Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 iR8 II 104710-B-RevO3-sioned.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107!R8 AE CBPC 121212-A.pdf requirements of the building code but DO NOT meet the Created by Indepe dent Third Party: No impact resistant requirement for windborne debris regions. _�_.. __ -_....... ....._.__....._......__.._....__.........._.___._---._...�-.._....._..-...-- __.- _....___._..__�.__._.._:_.._-_. 16107.5 05 W6-16 PAN-2F143: 84A, 94, 98, Steel Pan'(min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48, 48B, 4F, 4RST WINDCODE@ W6 Garage Door with Optional Impact-Resistant Lites ! - ----- - ._._.. ._.._.._ __............_-- _ ...._. ...__......................._._..._.._...----._._._..........--------- -_._........._._ _._-_ Limits of Use Installation Instructions https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5QddoiAiINMUGvXISYaHZag%3d%3d 2/5 "I 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET REVISIONS MODELS 24 GA 25 GA. 25 GA 24 GA MODELS 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLDPAY II4A, 94 73,,75', 76, 75L 96, CLOPAY 'GALLERY' _ GDSS, GR5S 03 - 6/24/13 - SH ADDED LONG PANEL.OPTION. IDEAL 4RST GRST 2RST 4F HOLMES 'ARTISTRY' ARSS HOLIJES 40, 48B 42; 92B -- -- IDEAL 'CARRIAGE.HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS SHORT LONG FLUSH SHORT PANEL LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM)AND p URETHANE ADHESIVE (ALONG CENTER). D A -CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" LONG PANEL ALSO APPROVED, SEE.TABLES BELOW-FOR DETAILS. OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR _� -- IMPACT RESISTANT GLAZING. ONLY SHORT COMMERCIAL (LONG PANEL). SEE TABLES BELOW. IMPACT E APPROVED. SEE SECTION D-D ON _SHEET_TIVO-FOR DETAILS.-(GLAZING SHOWN IN - _ GLAZING SHOWN IN TOP SECTION. o INTERMEDIATE SECTION:) - -- - - - - -- - - - - -- _ O ii ii i f II �•- _- _ ____ � VIEW "B" (SEE SHEET THREE). =C zi VIEW "C" (SEE SHEET THREE). a 16 GA. END STILES ATTACHED TO w o DOOR SKIN.WITH PATENTED - — C n TOG-L-LOC SYSTEM.(TOP, DOTT061 & C a CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED _ TOG-I-LOC SYSTEM. TWO.POINT LOCKING INTO TRACK. L•-•-•-f-A, OPTIONAL Of KEYED LOCK POSITION. (2) L DOTTOMBRACKETS BRACKET.USED AS MAX. DOOR,WIDTH = 16'-2" INNE(1) 3-IN ROLLER CARRIER (P/N INSIDE EI.FVATIONS 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES LOCATION.OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END SECT DOUR HEIGHT d`DFIONS ONE SNAP LATCH ON STILE. SLIDE DOLT-LOCK EACH SIDE OF DOOR.TO 7'0' 4 'CLASSIC'RAISED PANEL.EMBOSS DOORS TARRIAGE HOUSE'RAISED ENGAGES INTO o B 7'3' TO 8'9' 5 SHORT PANEL LONG PANEL PANEL EMBOSS DOORS END VERTICAL TRACK. OUT IDE B 9'0' TO 10.6' 6 0 OF INTCRK 2 IF STD I OF CONN. SI(ORT PANEL STILE. ONE LOCK ON HANDLE- 7 WIDTH $TILES DDDR V]DTN TNT[l ST.L[S INTCRK STILES B DF INTERN. LOCK BAR 10.9' TO 12'3' 7 (PER SECTIODD tPERSECTICN) (PER SECTIO" DOOR VIDT14 STILES EACH SIDE OF OUTSIDE ENGAGES IN ,12'6' TO 14'0' 8 912'TO 9'10' 3 9'2'TD 11'2' 1 2 (PER SECTION DOOR. KEYED END 14'3' TO 15.9' 9 10.0.10 H'ID' 4 1114'TO 14.10' .2 3 9'2'TO 10'0' 3 STILE. TRACK ON 12.0•TD 1390' 5 15.0• O 162• 3 4 HANDLE. 16'0' 10 102'TO ll'4' N/A . EACH SIDE W'0'TO 15'Io' 6 SEE NDTE BELOW REGARDING EXTRA 11Y,'TO 14'6' S jNSIDF SIIOF DOOR. NAX.SECT]OIJ.HEIGHT 2]' 16.0'TO 16'2' 7 STILES ON LONG PANEL DOORS. 14'8'TO 16'2' INSIDE HANDLE LOCK OPTION OOVTSIDE KEYED LOCK WITH DUTSIDF KFYFO LOCK WITH EXTRA 2STILES FOR LONG—PANEL. MODELS. SNAP LATCH LOCK OPTION. LOCK DAR IOCYINC, RED AS ♦♦�♦�`OON HAyy14TA1i� THE$TABL COMMERCIAL MER STILES ARE ATTACHED 18 GA.CC—ORCK INTERM.STILES EMDIPoYT BETWEEN THE 5�✓'�cEnis ,oy.,� EXISTING RESIDENIIACENTER STILES.COMMERCIAL CENTER SPLES ARE THI&DOOR MEETS OR EXCEEDS nil DESIGN LOADS FOR THE • ATTACHED RTIH TOG-L-LOC(TOP&BOTTOM)OR(4)3/16'POP RP/EIS ULTIMATE WIND SPEEDS.LISTED:BELOW ACCORDING TO THE,FLORIDA NO 63 8¢ OR(4)198,SNEET METAL SCRCWS. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10)FOR TTHE FOLLOWING CONDITIONS: 1)ENCLOSED MANUFACTURING PRODUCT CODE BUILDING, 2) DOOR HAS-2.OF WIDTH IN BUILDING'S END ZONE, 3) SHORT PANEL: PAM-2FI53LONG PANEL: PAN-21`156 ANY ROOF SLOPE,AND 4) TESTING 1N ACCORDANCE WITH DESIGN LOADS: +35.0 P.S.F. & -42.0 P.S.F. ANSI/OASMA 100.SITE-SPECIFIC CALCULATIONS BY A.OUALIRED TEST LOADS' +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A 9', STA E OF :SEI DESIGN PROFESSIONAL MAY DIFFER. A 8585 Duke BodevoM �,�,..� P,, ♦ TOL Stolen ane. Ise Clopay MO$OA,OR 45040 USA WINDLOAD RATING 0,. \2♦` ULTIMATE WIND TOLGRANCES.D.e W 6 D P 3 6 T F . . ♦ T.I.Io.513-770-4850 �+ s �♦♦ SPEED(MPH) ,155 160 170 ]DO 195 .0 = �t.037 BviHing'P(cd xls Compony Fa:.Ma.513-770-4853 ,,A77S/DNA(%100 CXPDSURE .OD = 3.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2"W (SEE TABLE FOR MODELS) AIF lTST CATEGORY B.C. D B.C. D B,C D,C B .000 = ±.005 DESIGN ENGINEER: .0000 m ±.DDI ORnewJ BY: STH DATE: t I/t9/1 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. MEAN ROOF HEIGHT 25' 15' 25' 15' 30• Degrees _1/2' CHECKED BY: SH DATE: 11/20/1 SHEET 1 OF 4 SIZE B FLORIDA LICENSE No, 63286 uMess DIMENSIONGS1aea ARE OlNewrwINCiseHES. DWG. NO.: 704710-A/B VER: IRC 4 3 2 FLcooao©a r� o���� aPINOVAL 16107 4 3 2 1 'CLASSIC"RAISED PANEL EMBOSS-DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25.GA 2 OF 4 REV. NO. ZONE: I DATE: I ECN NO. APPVD: DESCRIPTION CLOPAY 84A,:94 73, 75- 76, 75L 98 CLOPAY_'GALLERY' GD5S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42; 42H -- -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT LONG FLUSH .SHORT PANEL D p IMPACT-RESISTANT-CONSTKUCIIOP! - STANDARD ASSCMKY'CONSTRUCTION: _ SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL OSB OR 1/8" ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT, OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPRGVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IDC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE__DOOR-ASSEMBLY INSTALLED IN-COMPLIANCE WITH THIS-SECTION MEETS THE _ -_ WIND LOAD REQUIREMENTS OF THE-FLORIDA_BUILDING_CODE_OR_INTERNATIONAL_BUILDING WINO LOAD REOUlREL{ENTS OF THE FLORIDA BUILDING CODE AND tNTERWTIONAL BUILDING CODE BUT DOTS NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBG/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B {NON—IMPACT RESISTANT GLAZING OPTION} DETAIL'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN DETAIL 'D• -"'--� IMPACT-RESISTANT FRAME. OP110NAL DECORATIVE / tlYREPIE MULTIPURPOSE I91GTI BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE,FRONT FACADE. n L - GLAZING DID©r MOLDED INSIDE —STRUCTURL SIU ONE SEALANT LITE RETAINER. (BETWEEN STEELSKN AND FRAME). (803/4" S4PHE DLI S REWIMPACT RESISTANT ONE-PIECE INJECTION NER FASTENED TO FRAME WITIf p MOLDED GE.LEXAN (10),J8 9.3/4"PAN HEAD MACHINE SCREWS. U SLX2432T FRONT FRAME&:GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-B (T ENMrL let le- Q cJ,SAG SF•..Q. i� *•:• N0 6 8 * MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2F153 .Yb: ��`�� •��,� DESIGN LOADS: P.S.F. k P.S.F. LONG PANEL: PAN-2F156 A �9'.• STA E OF u7" TEST LOADS: +54.04.0 P.S.F. & -63.03.0 P.S.F.PPART NO.. N/A p i (V Unree.Slated 0lb—i a 8585 Duke 8oulevord WINDLOAD RATING A t".T P' TOLERANCES ore _S'Qpay I'loson.OH 4090 USA ` ! � Q. T.1 No.513-7p 4801 W r !!!t. .....•••• �O 0 -+ -.031 OuTMq:Praduax CoinPey Fax No.513-770-4&51 ,I,JSIO llA lt�`t% .00 = t.005 DESCRIPTION: 2-STEEL PAN DOORS 16'2"v/ (SEE TABLE FOR,MODELS) DESIGN ENGINEER: BBDO - 1.001 DRAWN E9Y: SH DATE: n/10/t SCALE:'NTS DWG Degrees 11/27 CHECKED BY: SH DATE: 11/20/12SHEET 2 OF a SIZE iJ SCOTT HAMILTON, P.E. unless Smled DITIeI,am FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 104710-A/B VER- IBC 3 2 G LOG-3NDD Ga p . oODD MG l( APPROVAL 1155107 4 3 2 'CLASSIC' RAISED PANEL_EMBOSS'DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEE" REVISIONS MODELS '24.GA '25'GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. NO.1 ZONE: I DATE: I ECM NO. APPVD: DESCRIPTION CLOPAY 84A, 94 73„ 75 76', 75L 98 CLOPAY 'GALLERY' G115S, 6R5S 03 - - - SH I SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES,'ARTISTRY' ARSS HOLMES, 48, 48B tit, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS SHORT LONG FLUSH SHORT PANEL -� 1-2" THICK D D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT' (NO LOAD FROM DOOR) NOTES; 25 GA, (0.010" MIN. THICK) (2) 12 GA. GALV. STEEL TOP ROLLER 1. ALL THE LOAD FROM'THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK 10 _ DDS STEEL.EXTERIOR SKIN�f !BRACKETS (2-1/2" x 5-3/8")• EACH - THE_21<8 VEKICC"1L_SYP(GRADE_A72_QR_-BETTER)JAMBS:N0_LOAD,:;FROM THE_OOOR_IS_ - - -'- /JpL{pCF_CEL'AT_TACHLD=..V/{4) 14x5/_A_SHEET_— _ --'— WRH-G-40-GALVANIZING, ___ _ --- -- _ -- - - - - TRANSFERRED°TO-THE HORIZONTAL(TOP)-JAMB. - -'-' - -- -- - - - R -- "----- - - - ---METAL-SCREWS. ADJUSTABLESLIDE-ATTACHED=`-- - 2.EACH VERTICAL.JAMB SEES A MAXIMUM DESIGN LOAD OF+288 LB& -336 L0.•PER LINEAR BAKED-ON PRIMER ANDA ..� FOOT OF JAMB. BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"xi/2" BOLTS S. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO.PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. FASTENER FLUSH MOUNTING SURFACE SIDES OF STEEL SKIN. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS MPI USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS_AND FASTENERS FOR STEEL.,CONCRETE-AND MASONRY.- MAX. Q.C. C SHIP LAP JOINTS 14 GA MIN, GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) 216 VERTICAL JAMB #14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS, SEE 4 VIEW "B". r 4-1/4" L ONE 4" T-STRUT PER SECTION. (SEE VIEW '2x6.JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "I "D") EACH T-STRUT ATTACHED AT EACH (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE 10 2.6 VERTICAL JAMRS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. �::),--,HINGE LOCATION WITH (2) 1/4"x3/4° SELF MAx1LIu1n 0.057- MIN. GALV. STEEL, TAPPING SCREWS. ON-CENTER 50 KSI. MIN. .DISTANCE SQEL BUILDING TYPE FASTENER TYPE BETWEEN YfFASTENERS'R BLOCK WALL 1 4"x 1-114" IN. FMf3Fn-TAPr.ONCONCRETE ANCHOR 7- 2� I"O.D. 3000 PSI.MIN.CONCRETE' 1/4-x 1 MIN.EMBED TAPCON CONCRETE ANCFfO O.D. B 2UI II C -3/8"X 1-3/4' MIN. EMBED WEJ-IT ANKR TIRE SLEEVE ANCHOR F- Lr3CL}QEp o 51.AfIN.CON R 1-3 4-MIN.FMR WFI-I ANICA TI - OR 4" IN, I B ME SYP 0 55 S -1' 3"LAO SCREW fASTM A307. GRADE A) 1-5'/8"Efr.IBE.O O RU 1R. / - 1 0,0. ! FIRST(BOTTOM),ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. IIIGHEST ANCHOR114STALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-I/2••-,.EXCLUDING STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACIIED WITH (2) #144/8" SHEET METAL SCREWS. ttit,ITIT rtZ #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP, �J0t(T SECTION A—A (SIDE VIEW 4VCEN8s, o o NO 6 28(',1 _ 1 MANUFACTURING PRODUCT CODE *:• Ih- ••'* O. O O SHORT PANEL: PAN-21`753 1/4"x3/4"SELF LONG PANEL, AN-21`156 O DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TAPPING SCREWSPART NO.: NA . TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. / A U.1-steI d OI,n.,l:` ,�,Ctopay 8585 Ouke.Boulemrd V1NllL0AD RATING Q !(7� 14 CA. END HINGES 16 GA�(IMS[J,) INTERMEDIATE HINGE _ '2.`' TOLERANCES e,e To.ll,DB 45040 USA 4i�,C�, .C•OR.1 O..•� VIRW ,•R•' NEW "C" Tel.Ito.513-770-4800 6 D P 3 6T �I S'Sl'.. .0 1:031 &il&q P.6mts C-p q F..No.513-770-4853 7�/"'iQNAiEt% .00 = 1.015 DESCRIPTION: 2"STEEL•PAN DOORS 16'2'W(SEE TABLE FOR MODELS) .000 = 3.005 DESIGN ENGINEER: .DDOo - 1.001 DRAWN BY: SH DATE: 11/15/12 SCALE: NTS DWG. DATE: 1120/1' Degrees= -1/2' CHECKED BY: SH SHEET 3 OF 4 SIZE SCOTT HAMILTON, P.E. mxe..•mica Ilnerwive / FLORIDA LICENSE. No. 63286 OVMENSION$ARE IN INCHES. DWG. NO.: 104710-A/B VER: IBC 2 FLOfRIDD A PRODUCT DD UCT PPROVAL 16107 4 3 2 1 'CLASSIC' RAISED•PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SIIECT+ REVISIONS MODELS '24,GA 25 GA 25 GA 24 GA MODELS25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD:I DESCRIPTION 'CLDPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S D3 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST AF HOLMES 'ARTISTRY' ARSS' HOLMES_ 48, 48B 42,.42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT LONG FLUSH I SHORT PANEL D HORIZONTAL TR/.CK SUPPORT BY D DOOR INSTALLER(TO 5U17. NOTE:TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM Ah" IGS)BAwV DOOR OPENING DOES.NOT AFFECT THE. DOOR R.S)S1B�UP TO AQO LBs WIND LOAD RATING OF THIS DOOR. HEIGHT 'C_ .4 13 CA GALV, STEEL FLAG BRACKET ATTACHED TO 6 6 I DOOR.OVERLAP(EACH SIDE) J.V.IG WITIT_(3}_5' 6 X.-1-5/8"LAO rSCREWS- MOULDING-BY DOOR INSTALLER(TO SUIT). _ TO - - - --'- -- - - _- - -'AND TO=TRACK-WITH-(2)"1%4'RIVETS. - -- - 7z6 3YP:WOOD.-JAMB SEC-__ -� 1fi-GArGACV:STEEL-END=STILE. 77-6" 82 JAMB PREPARATION NOTE". 16 GA GALV. STEEL DOUBLE END STILE 2"TRACK CONFIGURATION 5E 8-O" RR" v 8_g'• 4" 20 GA MW. GALV, STEEL B4TERLI.STILE. DOORS UP TO 800 LBS. W AS ROD:SPACING NTC 14"O.C. g'-0"t00" 18 GA.CALv.STEEL INTER, s 2-1/2"X 12 CA GALV. STEEL o g' n - TRACK BRACKETS FASTENED TO Jt _ HINGE FASTENED T CENTER - --- - -- - - ------ --- - - 63"--- 2"GALV.STEEL_TRACX,_ 1 - ,u,2 STILE WA4 EACH 14x5/8" -� - - - - - - --_—_-_-- 1.0_6 _ ---- -._—VIOOD-JAMBS-WITII-5/6'-X.-1-5/8-- `--_ __ --- /O B - _---_- --- - - --- - a TRACK THICKNESS:0.083'. ii'-0"1 - LAG SCREWS NOT TO EXCEED 14" - SHEET-METAL SCREWS.- -50" 11'- ],;}(� ON-CENTER.MIN.OF (9)LAG7/16"I.D. ROUND 12`-0"136" SCREWS REQUIRED PER JAMB. PUSH NUT L" _ 12'-6"142- 2"GALV.STEEL TRACK.FASTENED TOFASTENER. -38 IYP.2-1/2"X 12 CA GALV. 131- ., .' 12 CA.GALV STEEL TRACK BRACKETSA,GALV. STEEL ROLLER HINGES FASTENED TO END STILES WI(4)EACH#1425/8" C z STEEL TRACK BRACKETS, 13'-6"154" 4/1TH EITHER(2) 1/4"DIA_RIVETS ORT METAL SCREWS.AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE.ATTACHED TO JAMB WITH(1) 14'-D"1Gn" (1) 1/4'X•5/8"BOLT A NUT PER 24" 5/16"X 1-5/8"LAG SCREW PER 14'- " 13 " TRACK BRACKET. . 7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. /s—D 1222 15'-6 • 3-1/2" SECTION C-C LHR BRACKET(2-1/2"x 5=3/4". 12GA) PREPARATION OF JAMBS BY O.JHE$S, ATTACHED WITH (2) 1/4"x 3/4"SELF TAPPING SCREWS, NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE:END STILE"AS SHOWN IN TRACK CONFIGURATION NOTE;TRACK CONFIGURATION ABOVE THE ZONE D-3 S"EET 1. DOOR OPENING DOES NOT AFFECT THE ,IAMB CONFIGURATION DOL!8LE TRACK CENTER HANG REQUIRED FOR DOORS 800 IBS AND OVER. WIND LOAD RATING OF THIS D0OR0R. DOORS 800 IBS AND OVFR. I OW HEADR0OM OPTION DOORS WER 8' "CIL (AVAIL FOR BOTH 2"AND 3"TRACK) DOUBLE HORIZONTAL j .. 1"DOOR OVERLAP (EACH SIDE) TRACK. •i;I •' 2.6 STP EPAR JAMB.SEE STOP MOVLOINC BY DDDR INSTALLER(TO SUIT). II�� 3"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK 1„ 1G GA.GALV.STEEL END STILE. .0 "JAMB PREPARATION NOTE". 18 CA: OALV.STEEL DOUBLE END STILE. THICKNESS:D.101 ANGLE.THICKNESS: /8*. . HORIZONTAL TRACK •�� •�`' 20 GA. l.11N. CALV.STEEL INTERM.STILE. MIN.ANGLE DIMENSIONS 3-1/4"x 2-7/8`., SUPPORT BY DOOR VERTICAL/HORIZONTAL TRACK 14"ENXIMUM SPACING INSTALLER(TO SUIT). 18 GA. GALV.STEEL INTER. JUNCTION.TWO 1/M1" BOLTS FROM LAST MOUNTING 3-1/4"•2-7/6"MIN,x 0.080"TAPERED HINGE FASTENED 70 CENTER &NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE.SEE LAG BOLT MOUNTING BELOW. o - FI i1LE W!/(4)EACH 814x5/8" 7/16" .0.1 UND SHEET METAL SCREWS. y ` PUSH NUT o ADDITIONAL MOUNTING SLOTS FASTENER. SPACED AT 12"CENTERS. 14 GA.GALV. STEEL ROLLER HINGES FASTENED TO END 0.101'THICK'3"GALV. STEEL TRACK FASTENED ,4Ni[19115111 11 TO TAPERED ANGLE.TRACK.ATTACHED TO STILES W/(4) EACH 114x5/8"SHEET METAL SCREWS 00�� tiAM/�T11�� _ �12"ON CENTER TAPERED ANGLE WITH ONE 1/4"x5/8"'HOLT& AND(2) 1/4"SELF'TAPPINC'SCREfVS PER-END HINGE. �� 4%'GEN•• 02�� v 46" NUT AT EACH MOUNTING SLOT. 3"DIA.8-1/2-LONG STEM BALL BEARING STEEL ROLLER. *•' NO G� '•:* - 'SECTION C-C SHORT TURING PRODUCT CODE /4,..f1 W _34" NE.Y"TRACK BOLT AND NUT AT EACH 7L- PREPARATION OF JAAI9,$ BY OTHERS SHORT PANEL: PAN-2F153 • a I.fOUNTING SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. LONG PANEL: PAN-7F756 PART NO.: N A /` "p; •5 L!1S o TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. / !1 A S 9 STATE OF :Z7/� DOOR VERTICAL LIM—Stated OtAe«Tse 8585 O.K.Bade"ed NINDLOAD RATING '•O k7� 22" HEIGHT TRACK LENGTH Iktson,OH 45040 USA �A�,• O R`Q P;\_�� 7 TOLERANCES ore m Clopay TN.Nb.513-770-4800 W 6 D P3�T �i S•"'••....•+ 8- ' }" .0 = 3'.031 Bo76n9 Products cw..;v, Fox No.513-770-4853' ��SIONALS 0`�� 10, g0�0 TO. DISTANCESONE +AS THE TRA KCBOLTSV(I.F.P3ED/2T T'0", 22E 34", DOD = 3.005 DESCRIPTION: 2" STEEL'PAN DOORS 16'2"W (SEE TABLE FOR MODELS) _ _1_2-D I_ 46", ETC.). ADDITIONAL.LAG SCREWS LOCATEDAT16",28",& .DDoo 3.001 DRAWN BY; STI DATE: 11/19/12 SCALE:.NTS' DWG.R DESIGN ENGINEER: 3-t/2 t6-0 i80 40"FROM soTioll. TWO uc SCREWS ALSO LOCATED.ABOVE Degrees tI/2' CHECKED BY: SH DATE: 11/20/12 SHEET 4 OF 4 SIZE 1J SCOTT HAMILTON. P.E. -'' VERTICAL/HORIZONTAL TRACK JUNCTION. UtMEN SINed Dllleln Tse FLORIDA LICENSE Mo. 63286 DIMENSIONS ARE Ui INC11fS.DWG. NO.: 704710-A/D VER: IBC 4 3 2 FLOUR) p UPIUODUCT APPROVAL 16107 i i ,I � I i December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage i Doors, W6 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 Independent 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. Compgnent testing was conducted by HETI and BTC. For the doors listed In Tables 1 through 5, Static Pressure Tests were r.. conducted in accordance with TAS 202-1994, ASTM-1=330-2002 and AN SI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201.-1994,and TAS 1,203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 1.15-2005, 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 door designs listed below in Tables 1 through L5 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). J I TABLE 1' Drawings for doors with Man factoring Product Code (MPC) PAN-2F153 1.0471.0-A-Rev03, Max. door size 16'2 , x 16!0::; +36/-42 PS'F; (design load) 10"4761,-A-Rev02, max. door size 18'2" x 16'0"; +36/7-42 PS'F. (design load) I TABLE 2:_ D o f... turin Product Code MPC PAN 1.04753-A--Rev02, max. door .size 16'2" x .16'0"'; +38/1-42 PSF' (design load) 1,0.4762-RevO2, max, door size 18'2" x 16'0"; +41/-46 PSF ;Cdesign load) x04754-Rev02, max. door. size 16'2" x 1.6'0"; +46/-50 PSF ((design load) TABLE : Drawin s for doors with Ma u t t Code MPG DSIE-IFI'71: 1.04724-A-Rev03, max. door size 16'2" x 16'0 +38/-42 PSF (design load 104751-A-Rev02, max_. door .size 1.8'2" x 1610"; +38/'x:42 PSF (design load 1,04736-Rev03, max, door size 16'2" x 16'0"; +46/-52 PSF ,(design load) 104752-Rev03, mak. door- size 18'2'' x 16'0"; +46/-50 PSF ,(design load) TABLE 4: Drawin s'For doors with Mahufacturin Ptodu t PC DSIU-1F171.: 1Q47771A-Rev02, max. door size 1812" x 1.6'0"; -3$ X42 0SiF (design load) 104778,-Rev03, max, door size 16'2" :x 16'0"; +46/-52 PSF ''(design load) 104779-Rev03 max. door size 1.8'2" x 16'0"; +46/-50 PSF ;(design load) TAial-E S Drawings for r5. wath Manufacturing Product Code (MI,C) 99: 1.04430--Rev02, max. door 'size 0'0" x 12'0"; +47/--55 PSF (design load) PAGE'l of 4 FILE: CBPC,121212-A.3 i EVALUATION REPORT FOR CLOPAY BUILDING PRODUGrs COMPANY.SECTIONAL GARAGE DOORS,1N6-WS 704998-RevOO, max. door size 16'2" x 12'0"; +41/• 47 PSF "(design load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 1,08-2665. 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 door designs listed below in Tables 6 through 9 are in compliance with these test.requirements of the Florida Building Code. i TABLE 6: Drawings__f�r c ors with .Manufacturing Product Code (MPC) PANE 5_, 104710-s-Rev03, max. door size 16'2" x 16'0"'; +36/,-42 PSF (design load) 1.04761-8-Rev02, max. door size 18'2" x 1.6'0"; x-36/-42 Psl= (design load) i TABLE 7: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F 4 104753-S-.Rev02, max. door size 16'2" x 16'0"; +38/,-42 PSF (design load) 1. TABLE 8, Drawings for doors with ManufacturInq_PrQduct Code(`'1PC) DSIE-1F171' 104724-g-Rev03, max: door size 16'2" x 1,6'0 +38/;42 PSF (design Toad 1.0.4751.-s-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSI, (design load TABLE 9- Drawincis for doors with Manufacturing Product I DSIU-1F171, 104777-B-Rev02, max. door size 18'2" x 1 '0"; +38/'_42 PSF (design load) Test Reports: ATL-0801,0 .-12 (8/15/12), ATL-0813,01-.12 (i3O/9/12), ATI-4015.01-12 (11/3/U), ATL-1113,01-12R (2/1.8/1.3), ATL-1107,01=12 (11'x/20/12), ATL- 1023.01-12 (11/13/12), ATL-1009.01.12R (1.1/20/12),, ATL-0827,01-12 (10/9/12), ATL 01.23.01-14 (9/3/2014), ATL 0121.01-15 (2/6/201.5). These reports document compliance with the TAS testing standards,land are signed and sealed by David Johnson, FL PE 61915. Product Description for doors-with-MEC P8N-2F153: 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 2-.". These doors may_have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a ones;piece injectiont- malded front frame and glazing. The following models are at'least structurally equivalent to the tested door: 84A, 94, 98, 73, 75, "1500, 190 4RST, 4F, 4RSF, 6RST, 6RSF, 48 488, 42, 4213, 55, 55S- GD5S, GD5SV, GUS, GR5SV, AR5S, AR5SV, ED5S, E.D5SV. Not all models may be shown on a given drawing. 'I Product Description for doorswith MPC PAN1 F143 These doors consist of 2"thick steel pan sections with'min. 24 ga, (0.02,2") skins. The steel skin is at least G40 DDS per ASTM A653. The ma"ximum section height is 2, 1". These doors may have optional Impact- Resistant Glazing, Optional Impact-Resistant Glazing is a one piece injection- molded front frame and glazing. The following models are at east structurally PAGE 2 OF 4 FILL: CBPC_121212-A;3 kVAL.UATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 418, 48B. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double-skin insulated 'sections with an EPS core laminated to both skins. Both inner and outer skins are min. 127 ga. (0,016") G40 DDS per ASTM A653. The maximum section height is 21", These doors may have optional Impact-Resistant Glazing (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and,jglazing. The following models are at least structurally equivalent to the tested door. 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200; 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F171: 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 21". These doors may have optional Impact Resistant Glazing, 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: HDP20, HDPF20, HDPL20, 7200, 7201! 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors with MPC W-1899: These doors consist of 2-13/16" custom wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional I,mpact, Resistant Glazing. optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR800; MR800, CH900, CRDnnn. Not all models may be shown on a given drawing. Impact Resistant Glazing (IM): 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 FBC-B 2612. Approval based on review of the following tests: . HETI=06-AO02 ASTM G155; HETI-06-TS66 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, AS, D635, ASTM D1929. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The texts of this report does not attempt to address all 'design details and relies on the illustrations and text of these drawings as well. i i PAGE 3 of 4 PILE: CBPC_127.212-A.3 f _ a _ ;ice_ - _ I i i I EVALUATION REPORT FOR CLOPAY BUILDING.PRODUCTS COMPANY SECTIONAL'GARAGI DOORS,,W6-W8 :Iambs, lintels, sills or other structural elements requir dd to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for th`e building or structure and in accordance with current building codes for tie loads listed on the drawingW referenced above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s)J Ilsted `a'bove. Installation I must be in accordance with manufacturer's Installation, instructions and must be ass' on the drawings) Ilsted above. The,manbfacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: ;���� ( ,HAA4/4��ll� 4 :• No 63286 ••':yklr r Scott 2�ltohh, P. Florida P. E. No. 632$6 �•. STATE of ,•'• • p , • rL�• Date: d G� 'r`'rT�`• .,4 () R I P'• ` ,,,I SidN Ak- I � i I i i I i i i I PaAGe 4 OF 4 FILE: CBPC_121212-A.3