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Home My WebLink AboutProduct Approval 1/9/2017 Florida Building Code Online KIRIOADEIPAMMANTIDF f I tl Professional Regulation BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida _ eu product Approval r ® � USER: Public User a�rrru'u Product Approval Menu>Product or Application Search>Application List>Application Detail C CI I • FL# FL16107-R9 C fA'v 0 �� Application Type Revision Code Version 2014 Application Status Approved Comments Archived U 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler O Validation Checklist- Hardcopy Received Certificate of Independence FL16107 R9 COI Certification of Independence of Validation Entity- Gary Pfuehler.ndf FL16107 R9 COI Statement on Indeoendence of Evaluation Entity- ScottHamilton 120424.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https:/Iwww.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhI O9aYpgetu2p/p2f5pi PVi H U22R IytcEPY2EAeA`/p3d°/p3d 1/5 1/9/2017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2016 Date Validated 10/20/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/14/2016 Summary of Products Go to Page Pagel/3 Q� ...................... 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 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104724-A-Rev03-signed.ndf 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 R9 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 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(9'2"to 16'2" wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104724-B-Rev03-signed.pdf 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 R9 AE CBPC 121212-A.Pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact,,resistant requirement for windborne debris regions. 16107.3 `fir 03 W6-16 PAN-2F153: 7375, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94, 42, 48, 42B, 48B,4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact-Resistant q-il J;. �Ss � GDSS, GRSS,ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104710-A-Rev03-signed.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 R9 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.4 04 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94,42, 48,42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GDSS, GRSS,ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104710-B-Rev03-sioned.udf 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 R9 AE CBPC 121212-A.odf requirements of the building code but DO NOT meet the Created by Independent 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 WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlC9aYpgetu2%2f5piPViHU22RIytcEPY2EAeA°/"3d%3d 2/5 4 3 '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:I DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GRSS 03 - 6/24/13 - SH ADDED LONG PANEL OPTION. IDEAL 4RST I 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 142, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED 1V/ TOG-L-LOC (TOP & BTM) AND SHORT LONG FLUSH SHORT PANEL D URETHANE ADHESIVE (ALONG CENTER). "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC" D A LONG PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. OPTIONAL GLAZING MAY BE STANDARD OR EXTRA STILES 14AY BE STANDARD (SHORT PANEL) OR IMPACT F ® ONLY SHO GLAZIINGRS$IAP ROV DGLAZIS E SECTION BRB ON COMMERCIAL (LONG PANEL). SEE TABLES BELOW.SHEET Tl'10 FOR DETAILS. (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION. INTERMEDIATE SECTION.) 0 o r- VIEW "B" (SEE SHEET THREE). J v9 2�C Z= VIEW "C" (SEE SHEET THREE). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED C C rn o TOG-L-LOC SYSTEM (TOP, BOTTOM & x CENTER). ATTACHED TO TOP AND <� — ---- — BOTTOM RAIL WITH PATENTED _ n TOG OM SYSTEM. TWO POINT LOCKING INTO TRACK. WEI (-•-•---�A OPTIONAL OUT KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MAX. DOOR WIDTH = 16'-2` INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END DOOR HEIGHT fl OF SECTIONS ONE SNAP LATCH ON STILE. SLIDE BOLT LOCK EACH SIDE OF DOOR. UP TO 7'0' 4 'CLASSIC'RAISED PANEL EMBOSS COORS 'CARRIAGE HLUSC'RAISED ENGAGES INTO B 7'3' TO 8'9' 5 SHORT PANEL LOW PANEL PANEL EMBOSS DOORS END o OF INTERN s of STD Y OF CO.NM. SHORT PANEL STILE. VERTICAL TRACK. OUTSIDE B 9'0' T❑ 10'6' 6 DOOR WIDTH SIILES DOOR WIDTH INTERN STILE INTERN STILES ONE LOCK ON HANDLE. 10'9' TO 12'3' 7 (PER SECTI6YI (PER SECTION) (PCR SECTIO:] o OF INTERN EACH SIDSTILESE OF LOCK BAR 12'6' TO 14'0' 8 9'2'To TND' 3 9.2•To 11.2• I 2 DDDR MOTH (PER SECTION] DOOR. OUTSIDE END ENGAGES IN ID•o•TD DYo• 4 uv•rD 14•ID• z 3 9'2'TO 10'0' 3 KEYED STILE. TRACK ON 14'3' TO 15'9' 9 I2•0•TO IO'ID• s 11.4-15'0U 16'2'1 3 4 10'2'TO Ug41". N3 HANDLE. EACH SIDE 16'0' ID 14.00 TO I5'100 6 SEE NOTC BE OV REGARDING EXTRA II'6'TO 14'6' S INSIDE SLIDE BOLT INSIDE HANDLE OF DOOR. MAX SECT]ON HEIGHT: 21' I610•iD 16.2' 7 STILES O4 LONG PANEL D70RS. 1408'TO 16'2' 7 LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH EXTRA STILES FOR LONG—PANEL MODELS. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. ADDITIONAL 18 GA. UIRED AS NOTED %% rjo .. HA/�jIC��i� 7 ESTHE EABLES ABOVE. COUVERCIAL CENTER STILES ARE ATTACHED ENDPOIN BETWEEN THE _� G•'•GEN•" 0 �� EAISTWG RESIDENTIAL CENTER STILES.COMMERCIAL CENTER STILES ARE THIS ODOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ,,� �;�,� `S11.1 _. ATTACHED PITH TOG-L-LOC(TOP&BOTTON)OR(4)3/16'POP RIVETS ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA OR(4)18 SHEET METAL SCREWS. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON *S� NO 63 B / ._* ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED MANUFACTURING PRODUCT CODE • 1/+�" BUILDING. 2)DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE. 3) SHORT PANEL: PAN-21753 ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. LONG PANED PAN-21156 CC ANSI/OASNA 108. SITE-SPECIFIC CALCULATIONS BY A OUALIFIED TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A STATE OF :(u: DESIGN PROFESSIONAL MAY DIFFER. U.1—SIM D(ner.ae 8585 Duke Boulevertl VINDLOAD RATING %�c�'•.� P:_�� TOLERANCES A. Clopay M='0 OH 45040 USA w 6 D P 3 6 T ��F ,(O R T Q•,• �� ULTIMATE WIND 155 160 170 Is 195 Tel.110.513-770-41850 SS��A..... ��,, C%PDSURESPEED PHI B.C, D B.C. D B.___CT., C B .000 - 3.015e DES RIPTIs Comgocy Fa.EE Na.513-770-45 ( ) DESCRIPTION: 2"STEEL PAN DOORS 16'21V SEE TABLE FOR I,(ODELS CATEGORY DESIGN ENGINEER: GO a 3.001 DRAWN BY: SH DATE: 11/19/1 SCALE: NTS Ovrc.R SCOTT HAMILTON, P.E. MEAN ROOF HEIGHT 25' 15' 25' IS' 30' Degrees = 31/2' CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF 4 SIZE .IJ U,z SIM-Ot.er FLORIDA LICENSE No. 63286 DReErv510N15 ARE IN.-Es.DWG. NO.: 104710-A/B VER: IOC 4 3 2 IGLOO G-�D/a p O DDMC T appGD300 MQI� 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 1 1 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION CLOPAY B4A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S 03 - - - SH I SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, a8B 42, 426 -- -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT LONG FLUSH SHORT PANEL D p IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL OSB OR 1/B"ACYRLIC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS ! IMPACT-RESISTANT. OPTIONAL INJECTION-(MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T,AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED C7 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 WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B-B (IMPACT-RESISTANT GLAZING OPTION) SECTION B-B (NON-IMPACT RESISTANT GLAZING OPTION) C DETAIL 'D' C FRONT FRAME WITH V.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT-RESISTANT FRAME. OPTIONAL DECORATIVE 225 \ MULTIPURPOSE HIGH BOND TAPE I-�L25 SNAP-IN INSERT. / (BETWEEN FRAME AND FACADE). L DECORATIVE FRONT FACADE. GLAZIVC� aeaJ MOLDED INSIDE STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL SKIN AND FRAME). #B%3/4" PAN HEAD SCREW f (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE LEXAN (10)IS x 3/4'PAN HEAD MACHINE SCREWS. SLX2432T FRONT B FRAME&GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-8 .GEAIS�;Oiy4: *:• NO 8 8 *! MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-21`153 56 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. ON PAN PAN- Ft TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A Un ess Sfoted Ofner se 8585 Duke Boulevard VINDLOAD RATING TOLERANCES ore C Clopay Tel.to.511347040<6D0 s • .0 1.031 BaTdin Pro.als CoaImsy Fee Na.513-770-4853 W 6 D P 3 6 T S�ONAiT� � .00 = t.o15 DESCRIPTION: 2'STEEL PAN DOORS 16'2'%V (SEE TABLE FOR MODELS) .000 - t.005 DESIGN ENGINEER: 0000 = t.001 DRAWN BY: SH DATE: 11/19/12SCALE: NTS DWG. R SCOTT HNMILTON, P.E. Degrees t1/2' CHECKED BY: SH DATE: 11/20/12SHEET 2 OF 4 SIZE 1J Unless Stated Olhenrise FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.DWG. NO.: 104710-A/B VER: IBC 4 3 2 FL QO 0A p ODUCT /QPPRI OO VAL 16107 4 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS STET' REVISIONS MODELS 1 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO.IAPPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' G05S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLI4ES 'ARTISTRY' AR5S HOLMES 4B, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' ED5S D SHORT LONG FLUSH SHORT PANEL 2" THICK D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) NOTES: 25 CA. ( (2) 12 GA. GALV. STEEL TOP ROLLER 5-3/8"). 1. ALL THE LOAD FROM THE DDDR IS TRANSFERRED THE TRACK AND THEN FROM THE TRACK 70 DDS STEEL E EACH ELAIN. THICK)XTERIOR SKIN n f BRACKETS (2-1/2" x THE 2.6 VERTICAL SYP(GRADE 12 OR BETTER)JAMh1B5.NO LOAD FROM THE DOOR BRACKET ATTACHED W/(4) #74x5/8- SHEET R IS WITH G-40 GALVANIZING, 1 TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. BAKED-ON PRIMER ANDA �,r� METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB& -336 I.B.PER LINEAR FOOT BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4•x1/2" BOLTS JAMB. 3. ALL JAMM B FASTENERS MAY BE(BUT ARE HOT REQUIRED 70 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 NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. MAX.O.L. SHIP CJOINTS P _14 GA. MIN. GALV. ROLLER HINGE. EACH HINGE FASTENED TO D 2x6 VERTICAL JAMB #14.5/8" SHEET METALANDDIL(2W/ (4) ) C 1/4•x3/4• SELF TAPPING SCREWS. SEE rl-4"— VIEW "B". 4_I1/4" L ONE 4" T-STRUT PER SECTION. (SEE VIEW 2.6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D" D EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4"TALL TAPER STRUT. MAxneDlt 0.057" MIN. GALV. STEEL, TAPPING SCREWS. ON-CENTER 50 KSI. MIN. DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS"REOUIRED7 f BLOCKWALL1 4"• 1-1 4"IAIN EMBED TAPL N CONCRETEANCHOR 7-1 2" 1-O.D. 3000 PSI MIN.CONCRETE 1 e"x 1 MM. EMBED TAPCON CONCRETE ANCHOR B3 8 X 1-314-MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR INCLUDEDp < P I MIN N R "X 1-3/4-MIN. M. W -I AN R T R 4• IN U L7 WOOD FRAM P \ A tY R ATM 7 RF A 1- ,1 INT STR R 17- 4" 1 O.O. FIRST (BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS MGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BE7WEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS. 12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. 1�T rr, #14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. HAM/4 q.0�, SECTION A-A (SIDE VIEW) %. 41 GO T� , �\CEMS�g y-: 0 0 *•:• No 6 h—••S.*= 14ANUFACTURIIIG PRODUCT CODE 00 O 0 SHORT PANEL: PAN-2F753 • 1/4"x3/4" SELF DESIGN LOADS: t36.0 P.S.F. & -42.0 P.S.F. LONG PANEL: PAN-2FI56 "O1 1 r5 :�� O O TAPPING SCREWS. TEST LOADS: +54,0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A A -O; $TA E OF% 40 14 GA. END HINGES 18 GA (MIN.) INTERN DIAT HIN unless Stated Otnemise C Clopay 8585 Duke Boulevora VINDLOAD RATING cF cC O R 5Qp �� , VI " VIEW " TOLERANCES e.e TNS o.R 45040 00-OSD P 3 6 T Mo SA ij�ss %% .0 = 3.031 ?dc5nq Products Ccam Fitt No.513-770-4853 ,Its 0....i Tl, .Do = 3.015 DESCRIPTION: 2-STEEL PAN DOORS 16'214 (SEE TABLE FOR MODELS) .000 = 3.005 .0000 3.001 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DSYG.R DESIGN ENGINEER: Degrees = 31/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 SIZE L SCOTT HAMILTON, P.E. Unless Stotea Dtne.wlse FLORIDA LICENSE No. 63286 DIMENSIONS ASE Iry INCHES.DWG. NO.: 104710—A/B VER: IBC 4 3 2 FLOO G EW-k p OO DMCT APPROVAL 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 4 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD:I DESCRIPTION CLOPAY 84A, 94 73, 75 76, 75L 98 CLOPAY 'GALLERY' G05S, GR5S 03 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR SS HOLMES 48, 48B 42, 42B -- -- IDEAL 'CARRIAGE HOUSE' EDSS SHORT LONG FLUSH SHORT PANEL D HORIZONTAL TRACK SUPPORT BY D DOOR INSTALLER(TO SUIT). NQTE:TRACK CONFIGURATION ABOV-THE F63" 2"GALV. TERBALANCE SYSTEM JAMS CONFIGURATION DOOR OPENING DOES NOT AFFECT THE DOOR DOORS UP TO 800 LBS. WIND LOAD RATING OF THIS DOOR. HEIGHT "L" GAILY. STEEL FLAG BRACKET ATTACHED TO 6'_6- 1"DOOR OVERLAP(EACH SIDE) S70P MOULDING BY DOOR INSTALLER(TO SUIT). WITH (3)5/16-X 1-5/8"LAG SCREWS 7'-0- 16 C0.GALV. STEEL ENO STILE. ACK WITH (2) 1/4'RIVETS. - 2x6 SYP WOOD JAMB. SEE 18 GA.GALV. STEEL DOUBLE END STILE. 7'-6" 2" TRACK CONFIGURATION 8'-0" 88- 20 PREPARATION NOTE'. DOORS UP T0.800 LBS. i ING NTE 14"O.C. B_0„1 4" 20 GA MIN.GALV,STEEL INTERIJ.STILE. 2-1/2'X 12 GA GALV. STEEL 16 GA GALV. STEEL INTER. o -4'-6"106- HINGE FASTENED TO CENTER o TRACK BRACKETS FASTENED TO GALV.STEEL TRACK, 10-0" I ' STILE W/(4)EACH #14x5/8- i '-6"1 • WOOD JAMBS WITH 5/6'% ED 14' SHEET METAL SCREWS. CK THICKNESS:0.083'. LAC SCREWS NOT TO E%GEED ia"t.-0"14"11•_6-1 ON-CENTER.MIN.OF(9)L.G7/16"I.D. ROUND SCREWS REQUIRED PER J%12 PUSH NUT i L• 12'-B"142" 2"GALV.STEEL TRACK FASTENED TO FASTENER [24" 8" TYP.2-1/2`X 12 GA GALV. 13'-0-149- 12 GA GALV STEEL TRACK BRACKETS 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO ENO STILES 17/(4)EACH a14x5/8" C z STEEL TRACK BRACKETS,. 13'-6"154- WITH EITHER(2) 1/4"OTA.RNE7S OR SHEET METAL SCREWS AND(2) 1/4"SEL TAPPING SCREWS PER END HINGE. C WATTACHED TO JAMB WITH (1) 14'- (1) 1/4'% 5/8'BOLT&NUT PER 0 5/16"X 1-5/8"LAG SCREW PER 14'-6` TRACK BRACKET. 2"DU., 7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. 15'-O- 1 -6" 7 L 10" 16'-0'I4" SECTION C-C 3-1/2- LHR BRACKET(2-1/2`x 5-3/4"x 12GA) '- PREPARATION OF JAMBS BY OTHERS, ATTACHED WITH (2) 1/4"x 3/4-SEL TAPPING SCREWS.NOTE THAT LHR BRACKETS ARE ALSO USED WITH -DOUBLE ENO STILE-AS SHOWN IN 3"TRACK CONFIGURATION NOTE"TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1. DOOR OPENING ODES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER. 1'rIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. LOVI HEADROCM OPTION CENTER HANG REOUIRED FOR DOORS OVER 8'IGH. (AVAIL.FOR BOTH 2`AND 3"TRACK) I DOUBLE HORIZONTAL TRACK. 1`DOOR OVERLAP(EACH SIDE) - B 2.6 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). p . 3"GALV.TAPERED STEEL TRACK AND ANGLE.TRACK "JAV.B PREPARATION NOTE`. i. 16 CA:GALV.STEEL END STILE. U THICKNESS:0.101'.ANGLE THICKNESS:0.080". HORIZONTAL TRACK •..,f:: 18 GA.GALV. STEEL DOUBLE END STILE. MIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8". SUPPORT BY DOOR .. 20 G0. MIN.GALV. STEEL INTERIM.STILE. VERTICAL/HORIZONTAL TRACK 14"I.IAXIMUN.SPACING INSTALLER(TO SUIT). 18 GA. GALV.STEEL INTER. JUNCTION.TWO 1/4'BOLTS FROM UST b10UNiING 3-1/4"x 2-7/8'MIN. x 0.080'TAPERED HINGE FASTEIJED TO CENTER & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAC BOLT MOUNTING BELOW. STILE W/(4) EACH #14x5/8" _ PUSH"ND.UT UNp SHEET METAL SCREWS. da ADDITIONAL MOUNTING SLOTS FASTENER. o SPACED A7 12"CENTERS.0 0.101"THICK 3"GALV. STEEL TRACK FASTENED 14 GA GALV. STEEL ROLLER HINGES FASTENED TO ENDTO TAPERED HAIy/� � B �12"ON CENTER TAPERED ANGLE WITH GONE 1/4"x5/8LE.TRACK 17 BOT T& AND(2) 1/4"SELF TAPPING"SCREIYS PER END SHEET METAL RH CE. G ......6 E N�" TO �� L! q6"1. NUT AT EACH IJOUNTING SLOT. `� �:•\,� S(`''.? i 3-Du.8-1/2"LONG STEM BALL BEARING STEEL ROLLER. F, x *.;• NQ g 2 '..*= SECTION C-C MANUFACTURING PRDDUCT CODE !��,f ? SHORT PANEL: PAN-217153 NE.Y.'TRACK BOLT AND NUT AT EACH NG PANE PAN-21`156 w 3a' PREPARATION OF JAMBS BY OTHERS. Lf GLINTING SLOT LOCATION. ' a DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. 7 LS o TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N/A A STATE OF .L17� DOOR UtINGTH Unless Slated Otne-1- _Clopay 8585 Duxe Bautevard VINDLOAD RATING A O •Z!/ 22" HEIGHT _ T.•o TOLERANCES are Tel.16 51 45040 USA / D P 3 6 T 7'-0" Tel.11o.513-770-48D0W.513-77D-4853 S�ll �4 �, 10" 8-�• pISTANCES'AS THE/TRACKGBOLTSY(I.SEPA3ED/2T THOE 22EONE 5/16 34` 000 1.005DESCRIPTION:Nadctl 7a 2" STEEL aPAN DOORS 16'211! (SEE TABLE FOR MODELS) _ 12-0" 46 ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16".28",& ,0000 a 1,001 DRAWN BY: SH DATE: 11/19/12 SCALE: Nis DING.R3-1/2 ieo 9 CHECKED eY: SH DATE: 11/20/12 SHEET 4 OF 4 SIZE lJ DESIGN ENGINEER qo"FROM eonoM. Two LAG scREYs ALSO LOCATED ABOVE Degrees m f 1/2' SCOTT HAMILTON, P.E. -- VERTICAL/HORIZONTAL TRACK JUNCTION. Vnlezz Slated OIIIe/n�9e FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN LACHES.DWG. NO.: 104710-A/B VER: Tec 4 3 2 FLOO RMA PRODUCT DUC T APPROO VAL 16107 December 12, 2012 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage 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. Component testing was conducted by HETI and ETC. For the doors listed in Tables 1 through 5, 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 door designs listed below in Tables 1 through 5 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). 11 TABLE 1: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F_1C ; 104710-A-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-A-Rev02, max. door size 1812" x 1610"; +36/-42 PSF (design load) TABLE 2: Drawin4 for doors with Manufacturing Product Code (MPC) PAN-7E1_4.L 104753-A-Rev02, max. door size 1612" x 16'0"; +38/-42 PSF (design load) 104762-RevO2, max. door size 1812" x 16'0"; +41/-46 PSF (design load) 104754-Rev02, max. door size 16'2" x 16'0"; +46/-50 PSF (design load) TABLE 3• Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F171:. 104724-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 104751-A-Rev02, max. door size 18'2" x 1610"; +38/-42 PSF (design load) 104736-Rev03, max. door size 1612" x 1610"; +46/-52 PSF (design load) 104752-Rev03, max. door size 1812" x 16'0"; +46/-50 PSF (design load) TABLE 4: Drawings for doors with Manufacturing ProductC �� (MPC) DSIU-1F171: 104777-A-Rev02, max. door size 18'2" x 16'0"; +38/242 PSF (design load) 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) TABLE S• Drawing for or dgors with Manufacturing Product Code (MPC) W-1G899: 104439-RevO2, max. door size 9'0" x 1210"; +47/-55 PSF (design load) PACE 1 or 4 FILE, CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^Wa 104998-Rev00, max. door size 1612" x 1210"; +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 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 door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code, TABLE 6: Drawingss for doQrgi with Manufacturing Product Code (MPC) PAN-2F153: 104710-B-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-B-Rev02, max. door size 1812" x 16'0"; +36/-42 PSF (design load) TABLE 7• Drawings for doors with Manufacturing Product Code (MPQ PAN-2 UL 104753-B-Rev02, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 8: Drawings for doors with Manufacturing Product bode (MPC) DSIE-1F171:_ 104724-B-Rev03, max. door size 16'2 x 16'0"; +38/-42 PSF (design load) 104751-B-RevO2, max. door size 18'.2" x 16'0"; +38/-42 PSF (design load) ABLE : Drawincis for doors with Manufacturin Product Co DSIU-IF171: 104777-B-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) Test Reports: ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12), ATL-1015,01-12 (11/3/12), ATL-1113,01-12R (2/18/13), ATL-1107,01-12 (11/20/12), ATL- 1023.01-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12 (10/9/12), ATL 0123.01-14 (9/3/2014), ATL 0121.01-15 (2/6%2015). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPC_PAN-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 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: 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5'SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-217143: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.022") 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. Optional Impact-Resistant Glazing is a .one-piece injection- molded front frame and glazing. The following models are at least structurally PAGE 2 OF 4 FILE: CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6^W8 equivalent to the tested door: 84A, 94, 98, 4RST, 417, 48, 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. 27 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 glazing. 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 Impact-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-T566 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-17496,0 ASTM D2843, ASTM D635, ASTM D1929. 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. PAGE 3 OF 4 FILE:CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6—W8 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. 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. �t11u a 111111 Signature: %%( t1111111111111 ��.%o,�,HAM/44 �Cj No 63286 * r Scott 21on, P. - Florida P. E. No. 63286 'o rc :13; STATE OF :44/- Date: S�i, cs-- i'.,n�'T< O R 1pP•��.`�, nn PAGE 4 OF 4 FILE: CBPC 121212-A.3