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Home My WebLink AboutProduct Approval 5/23/2019 Florida Building Code Online, 91tw J�wa,�=m1,11 - LIM -I a SCIS Home I Log In j User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us SCIS Slte Map I Links I Search Florida d� uY Product Approval USER:Public User Ir 3rd..- �g:Vm• Product Approval Menu>Product or Application Search>Application Lfst>Application Detail RECEIVED -mFL# FL16107-R10 Application Type Revision MAY 31 2019 Code Version 2017 Application Status Approved ST. Lucie County,Per l Comments Archived 1 Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 mwest 70-6062 LE Cunl-Nf mwesterfield@cl •ay.c• 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 —} Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler d, Validation Checklist-Hardcopy Received Certificate of Independence FL16107 R10 COI Certification of Independence of Validation Entity,- Gary Pfuehler.pdf FL16107 Rio COI Statement on Independence 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 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2p/o2f5n8XnBD2%2fVo8JculDX01Vp/o2fA%3d°/p3d 1/5 Ih 5/23/2019 Florida Building Code Online V Certified By Florida Licensed Professional Engineer or Architect FL16107 R10 Equiv 20170809-FBC-DASMA 108 equiv.odf FL16107 R10 Equiv 20170809-FBC-DASMA 115 equiy.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page 2 i Q� Page 2/3 0 0 FL# Model,Number or Name Description 16107.21 21 WS-16 DSIE-IF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga,min.) Double-Car(97"to 167"wide)WINDCODE@ AR2LP,ED2SP, ED2LP,4302,HDGC, W8 Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305,HDGR, 6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104786-RevO4-s!gned.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: +46 PSF/-52 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-11`171:4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 4301,4300,4301,4310, HDG, skin 27 ga, min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGL,HDGF,66,66G,67,67G,68, Garage Door with Optional Impact-Resistant Lites SP200,SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 signed.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/-44 PSF Evaluation Reports Other: Max.Wind Speed(V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 W6-09 DSIE-IF171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 4300,4301,4310, HDG, HDGL, skin 27 ga, min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGF,66, 66G,67,67G,68,SP200, Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2F153: 84A, 94,73, Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODEO W6 Garage Door with Optional Impact-Resistant 6RST,6RSF,48,42,55,48B,42B, Lites 55S,GD5S,GD5SV,GR5S,GRSSV, AR5S,AR5SV,EDSS,ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Rev17-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: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr app_Otl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2°/o2f5n8XnBD2%2fVo8JculDXOIV%2fA%3d%3d 2/5 5/23/2019 Florida Building Code Online doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.25 25 W6-09 PAN-2F153: 84A,94,73, Steel Pan(min, 25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE®W6 Garage Door 6RST,6RSF,48,42,55,48B,42B, 55S,GD5S,GD5SV,GR5S,GR5SV, AR5S,AR5SV,ED5S,ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101348-B-Rev17-slgned.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.26 26 W6-09 PAN-2F156: 76,76V,2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Rev17-signed.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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.27 27 W6-09 PAN-2F156: 76,76V, 2RST Steel Pan (min. 25 ga,)Single-Car(up to 9'0"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101348-B-Revl7-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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.28 28 W6-09 DSIE-IA171: 2050, 2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 2053,4050,4051,4053,62,64,65, skin 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 62G,62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 104814-A-Rev00-signed,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: +36 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed (V ult): 170 MPH.Solid doors are FL16107 R10 AE CBPC 130423-A.pdf impact-resistant(large missile impact). Created by Independent Third Party: No 16107.29 29 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 2053,4050,4051,4053,62, 64,65, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 62G,62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104814-B-Rev00-slgned.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: +36 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. " 16107.30 30 W6-09 DSIE-IF471: GD2SP, Double-skin Insulated EPS(exterior skin 27 ga, min.; interior GR2SP,Gb2LP,GR2LP,AR2SP, skin 27 ga. min.) Single-Car(up to 9'0"wide)WINDCODE®W6 AR2LP,ED2SP, ED2LP,4302,HDGC, Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305,HDGR, 6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 103954-A-RevOS-signed,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/-44 PSF Evaluation Reports Other: Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R10 AE CBPC 130423-A.pdf Created by Independent Third Party: No https:/Avww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fvo8Jcu]DX01V%2fA°/`3d%3d 3/5 4 3' 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET- REVISIONS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 1 Or 4 IREV. NO.1 ZONE:I N NO.I APPVD: DESCRIPTION CLOPAY 64A, 94 73,75 76 CLOPAY GD5S,GR5S -- 17 - 2/11/13 - SH REVISED FOR NEW LOADS. IDEAL 4RST,4Fr AST 2RS7 'GALLERY' HOLMES 48, 48B 42, 42B -- HOLMES ARSS SHORT PANEL LONG PANEL 'ARTISTP.Y' -HOQEL 4F 1S FLUSH 'CARRIAGE HOUSC' ED5S D IDEAL M SHORT PANEL LONG PANEL SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH D EMBOSS [(3) STILES PER SECTION AT 9'0"MDE]. EACH INTERM. STILE OPTIONAL GLAZING MAY BE ATTACHED WITH TOC-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION B-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX. STANDARD S1ZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 19-1/2"x16". IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERLI. STILES (1) PER LONG PANEL DDDR HEIGHT N DF 0 OF U-BARS GLAZING IS 21-5/8"x14-1/8 PER SECTION, FIELD-INSTALLED WITH (4) #8 SMS (PER STILE). SECTIONS MAX DLO SIZE IS 18-1/2"x11', UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR 7'3' TO 8'9' 5 8 SKIN WITH PATENTED TOG-L-LOC 9'0' TO 10'6' 6 9SYSTEM (TOP, BOTTOM. & CENTER). 10'9' TO 12'3' 7 11 o SE f7 F*,� F END HINGE 12'6' TO 14'0' 6 12 _ N VIEW B. 14'3' TO 15'9' 9 14 BC 16'0" 1D 15 o - MAX SECTION HE]C•HT� SEE INTERMED. HINGE �o VIEW C. SLIDE BOLT LOCK ENGAGES IM1STO END IISTILE. `VERTICAL TRACK. ONE LOCK ON EACH SIDE OF o THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE DOOR. ULTIMATE s11N0 SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON oc] TWO POINT LOCKING ASCE7-10)FOR THE FOLLOYIIMG CONDITIONS: 1)ENCLOSED ow INSIDE SLIDE BOLT BUILDING,2) DOOR HAS 2.OF WIDTH IN BUILDING'S END ZONE,3) �_ _ INTO TRACK SNAP LATCH ENGAGES LOCK OPTION. ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH j. ONTO VERTICAL TRACK. END ANSI/DASMA 108.SITE-SPECIFIC CALCULATIONS BY A QUALIFIED " ONE SNAP LATCH ON STILE' DESIGN PROFESSIONAL MAY OffFER, --- -- EACH SIDE OF DOOR. BULTIMATE WIND p SPEED(MPH) 155 160 170 100 195 O OUTSIDE EXPOSURE LOCK BAR EXPOSURE B,C,D B.C.D B.c B.C B OPTIONAL OUTSIDE KEYED LOCATION OF .YIX�. HANDLE. A OUTSIDE END ENGAGES IN LOCK POSITION OPTIONAL VENT KEYED STILE. TRACK ON MEAN ROOF HEIGHT 25' 15' 25' 15' 30' MAX. DOOR WIDTH = 9'-0' HANDLE. - EACH SIDE INSIDE ELEVATION INSIDE HA14OLE OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. � Co .. HA... ;'-O" z6 /2 ¢,14x5/8" SHEET MANUFACTURING * UCT CODE N�3/ .JG SHORT PANEL: PAN-21`15353 �yjtt��_l METAL SCREWS L014G PANEL: PAN-2F156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. �' '�¢• �S �� YTA EST DADS: +57.0 P.S.F. & -66.0 P.S.F. PART ND.: N/A 14"x3/4" SELF Unless Stoles Olhe Ar. 8585 Duke Boule•rord VINDLOAD RATINGPPINGSCREWSo TOLERANCES oe Clopay Oes No 51 55000 USA ` ,.0 = 3.031 Ba6nT Prcdau Copol foi 0o.Sti770B53 W 000 :E.015 00 = 3.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 14 Ga. ENO HINGES 18 CA, INTERMEDIATE HINGE DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DESIGN ENGINEER: VIEW "B• VIEW "C" Oe0°eS - ±.001 . DIZG.D 9 / CHECKED BY; -- DATE: -- SHEET T OF 4 SIZE .11 SCOTT HAMILTON, P.E. o-neu Srotea oleer,.Ise FLORIDA LICENSE No. 63286 D0rcN510x5 ARE IN I..%cHES.DPIG. NO.: 101348 -AIB VER: IBC 4 3 2 FLORMA PlIcRIGIDUCT APPROO MAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PAI4EL EMBOSS DOORS SHEET: REVISIONS MODELS 24 CA 25 GA 1 25 GA MODELS 25 GA 25 GA 2 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLOFAT 84 A,94 73, 75 76 CLOPAY GD5S,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. ' IDEAL 4RST,4Fr 6RST 2RST 'GALLERY' HOLMES 4B,48B 42,423 -- HOLNES ARSS SHORT PANEL LONG PANEL 'ARTISTRY' IDEAL EOSS } D • -MODEL 4F 1S FLUSH 'CARRIAGE HOUSE' -- D SHORT PANEL LONG PANEL IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IIAPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC 114 ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2506. IBC/FBC 2606 AND AN APPROVED Cl PLASTIC 114 ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY 114STALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR VANDBORNE 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 U.V. COATING ON OUTSIDE SURFACE. 1407E THAT FRONT FRAME IS 14ARROWER THAN IMPACT-RESISTANT FRAME. !� OPTIONAL DECORATIVE 2P5 MULTIPURPOSE HIGH BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. r - GLAZING afeeJ MOLDED INSIDE STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETI'fEEN STEEL SKIM AND FRAME). (10 PAN HEAD SCREW (10 SCREIYS PER LITE). IMPACT RESISTANT ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE LEXAN (10) ('8 x 3/4`PAN HEAD MACHINE SCREIYS. SLX2432T FRONT B FRAME k GLAZING. IMPACT-RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-B GO('S HAM<<TO'�i `� 5 .��G E......... NMEF MANUFACTURING PRODUCT CODE ~*�•• SHORT PANEL: PAN-21`153 • LONG PANEL: PAN-21`156 DESIGN LOADS: •38.0 P.S.F. & —44.0 P.S.F. es'Ir TEST LOADS: +57.0 P.S.F. & —66.0 P.S.F. PART NO.: N/A A r 0. A(: Unless Sorted Otherwise 8585 Duke Boulevord WINDLOAD RAZING . TOLERANCES— ®Clapay Masan,CH 45040 USA / D P3 8 rel.ll°. M 4504-48SA `/,! .0= t.031 BadSnq N:dms C.T" Fm No.513-770-4853 S ONA"11100% .00 = t,015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000= t.005 .0000 1.001 DRAWN BY: 1.W DATE: 3/15/95 SCALE: I4TS DWC DESIGN ENGINEER! Degrees t 1/?- CHECKED BY: -- DATE: -- SHEET 2 OF a SIZE SCOTT HAMILTON, P.E. UM...Stated awe.we FLORIDA LICENSE No. 63286 DIME11SIONS TIRE IN INCHES.DWCZ. NO.: 101348 - A/B VER: IBC 4 3 2 FLORDOO.A. PRE110DUCT LapG°�(HOWAL 16107 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORSSHEET, REVISIONS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 3 OF ? REV. NO. ZONE: DATE: ECN NO. APP VD: DESCRIPTION CLOPAY I 84A,94 73,_7S 76 CLOPAY IDEAL 4RST, 4Frr 6RST 2RST 'GALLERT' GDSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMES 1 48.48B 142. 42B -- HOLMES AR5S -- SHORT PANEL LONG PANEL 'ARTISTRY' - IDEAL ED5S 3" TALL U-BAR MODEL 4F IS FLUSH •CARRIAGE HOUSE' 2"THICK 20 D CA GALV. STEEL SHORT PANEL LONG PANEL 1 INN. YEILD STRENGTH: 50 KSI p VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): 3/8"x3" LAG SCREWS ON 24"CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY I BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (C-90'BLOCK OR 2,000 PSI MIN CONCRETE COLUMN): ROLLER BRACKET. EACH 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED W/(4) INCLUDED WITH SLEEVE ANCHORS. SCREWS. S14xINS. SHEET METAL OR 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN.WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND C C SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD., A BAKED-ON POLYESTER TOPCOAT APPLIED TO 1 14 GA. GALV. STEEL END HINGE OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES k1,1/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. //14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4" SELF TAPPING SCREWS. O PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND �- 3" TALL x 20 GA. GALV_ STEEL U-BARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) '1/4"0/4" SELF TAPPING.SCREWS PER STILE LOCATION. r— B g 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) )/14x5/8" SHEET METAL SCREWS ALUMINUM EXTRUSION ``,QO�T HAM�4�!i��r SECTION A-A (SIDE VIEW,&VINYL WEATHERSTRIP. `,1yG IGEN& .0y,p � V F *•�• Nq.8 /: * HANUFACTURL: PRODUCT CODE SHORT PANEL: PAN-2F153 A .O� DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL PAN-2F156 TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A E OF Unless Steteu Otnerwee 8585 Duke Boulevard VINDLOAD RATING TOLERANCES Ore Ciopay Noson,04 45040 US4 , --.F••C O R L O::\,. TIL No.513-770-4500 W 6 D P.�8 , 6 53 .00 = ±.015 DESCRIPTION: CLASSIC AND I CH 7 RPSTEEL PAN SC +38/-44 PSF .000 hi 111 .00 .0000= 3.001 DRAWN BY: MW DATE:3/15/95 SCALE: mrs DwG.R DESIGN ENGINEER: Degrees m 1/2' CHECKED BY: -- DATE: -- SHEET 3 OF 4 ISIZE 1J SCOTT HAMILTON. P.E. Unless Stated Othcrw;se FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.1 DYIG. NO.: 101348 - AIB VER: IBC 4 3 2 f�LOO Q�DQ p OO DM(�� APPROVAL 16107 ,7 4 341 2 1 'CLASSIC'RAISED PANEL EMBDSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24 GA 1 25 GA 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLDPAY 84A, 94 73, 75 76 CLOPAY IDEAL 4RST, 4r.1 6RST 2RST 'GALLERY' GDSS,GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLFIES 48,488 42, 428 -- HOLMES AR5S SHORT PANEL LONG PANEL 'ARTISTRY' -MODEL 4F 1S FLUSH IDEAL E05S -- r� • 'CARRIAGE MOUSE' (J SHORT PANEL LONG PANEL D 2"TRACK CONFIGURATION '1•'rAS R COU14TERSALANCE SYSTEM ,IAMB CONFIGURATION. HORIZONTAL TRACK 7ALVL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR 16"X 1-5/8"LAG SCREWS HEIGHT ^L•• INSTALLER(TO SUIT). TH(2) 1/4"RIVETS. 6-6- 7NOTE:TRACK CONflGURATIDNY-0"' 7 " 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUR). ABOVE 7HE DOOR OPENING DOES E 30"OC. B,_6� 82- "JAIAB PREPARATION NOTE. ^.r.� 16 GA GALV.STEEL END SOLE. NOT AFFECT THE WIND LOAD cRATING OF THIS DOOR. B'-6oTEEL TRACK, 1 TRACK THICKNESS: 0.883'. 9'-6"106" 2-1/2"X 12 GA GALV. STEEL a 10'-0"112- TRACK BRACKETS FASTENED TO 10'-6 t l WOOD JALIBS WITH 5/6' X 1-5/8" 7/16"I.D. ROUND tB GA. G4LV. STEEL CENTER HINGE "L- 11'-0" LAG SCREWS. PUSH NUT FASTENED 70 INTER. S71LES W/(4)EACH = 1f'-6'• - FASTENER. 0'14x5/8"SHEET METAL SCREWS. 36"12" TYP. 2-1/2"X 12 GA GALV. 12'-D"11 6" C z STEEL TRACK BRACKETS, 12'-B"14 " 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14x5/8" C w ATTACHED TO JAMB WITH (1) 13'-0"t4 SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. u 5/16•X 1-5/8"LAG SCREW PER 1 <' 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0" 12 CA GALV STEEL TRACK BRACKETS 14- 1'IITH EITHER(2) 1/4"DIA. RIVETS OR 2"DIA 7-1/2'LONG STEM, 10 BALL STEEL ROLLER W1TH STEEL OR ON TIRE. 10" 15-0 T7 " (1) 1/4"X 5/8"BOLT F4 NUT PER 1 TRACK BRACKET. SECTION C-C PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"x 5-3/4"s 12GA) 3" TRACK IS ALSO AVAILABLE ATTACHED WITH(2) 1/4". 3/4"SELF TAPPING SCREVlS. DOUBLE TRACK LDV/MEADROOIJ OPTION DOUBLE HORIZONTAL TRACK. B B %%rjo................ *•�• NO 6312 6�(:_* I4ANUFALTU EL: PRODUCT CODE /\Jar-.e3_l/ SHORT PANEL: PAN-2F153 DESILONG PANEL: PAN-2F156 'TEST LI LOADS: 7.0 P P.S.F. & 6.0 P.S.F.P.S.F. ro' �' ZS �•� 'TEST LOADS: +57.0 P.S.F. -66.0 PPART NO.: N/A A a O5• ST E F ::�` UM...Slated Olh—N, -Cho a 8585 Duke Boulevard WINDLOAD RATLNG n'., P' TOLERANCES ore n V ioson.OH 45040 USA / D P 3 8 �i •.C 0 R(O;"\ P 7 Tel.No.513-770-4800 W 'Sis. NAS ,, •.o = 1.031 Bwlang Mac/Us Comyanp Fac No.513-770-4853 ��Tt 1i4�4 .DOO 1.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEER: DDDR= 1.001 DRAWN BY: MW DATE:3/15/95 SCALE: NTS DWG. Degrees= t 1/2• CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE 1J SCOTT FtAL!IITON, P.E. Vale..51o1ed Otnerrl.e FLORIDA LICENSE N0. 63286 aNEaSl0:45 ANE rN INCHES.DWG. NO.: 101348 -A/B VER: IBC 4 3 2 IGLOO REDD p p ODMC T APPROVAL 16107 a February 14, 2013 (Revised 8/10/17) 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.-1.994 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). TABLE 1, Drawings for doors with Manufacturing Product Code (MPC) PAN-2r_153. I. max. door size 910"" x 1610"; +38/-44 PSF (design load) TABLE 2• Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156; 101348-A-Rev1.7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Cade (MPC) DSXE-iFi'i: 1.01.526-A-Rev20, max. door size 910"" x 16'0"; +38/-44 PSF (design load) TABLE 4: Draw! s_.fo� �IoQ with Man-k turina Product Code (MPC) DSIU-1F171:. 104778-ReV03, max. door size 16'2" x 16'0"; +46/ 52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPG) DSIE-1Jy471: 104785-A-RevQ3, max. door size 1612" x 1610"; +38/-42 PSF (design load) 1.04786-Rev04, max. door size 1612" x 1610"; +46/-52 P5F (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: Drawirng for doors with Manufacturing Product Code (MPCU PAN-2F153: 101348-S-Rev17, max. door size 9'0"'" x 16'0"',__"4:88/' 44 PSF (design load) PAGE 1 of 3 FILE: CBPC^130214-A.3 EVALUATION REPORT FOR CLOP"BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,w6 W8 TABLE 7: Drawings for doors with Manufacturing Prod uct.Code__ oPC) PAN-2F156: 101348-B-Rev17, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 8! Drawings for doors with Manufacturing Product Code (MPC) DSIE-1F17-1: 101526-B-Rev20, max. door -5ize 9'0"" x 1610"; +38/-44 PSF (design load) TABLE 9; Orawings for doors with Manufacturing Product Code (MPC) DSIE-1F471: 104785-S-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) Test..Reports.: ATI,-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15/12), ATL--0827,01-12 (10/9/12), ATL-0115,01-13R (3118/13), ATL-0117,01-13R (3/18/13), 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 (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, 4RST, 4F, 4RSF, 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GDSSV, GR5S, GR5SV, ARES, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing, Product Description for doors with MRC PAN-2F156: 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". 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; 76, 76V, 2RST. 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 (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: 4300, 4301, 4310, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, S17200, SE200. Not all models may be shown on a given drawing. P oduct Description for doors with MPC DSIU71F171.:. 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 (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: HDP20, HDPF20, HDPL20, 7200, PAGE 2 OF 3 FILE: CBPC_130214-A.3 � ' EVALUATION REPORT FOP,CLOPAY BUILDING PRODucrs COMPANY SECTIONAL GARAG4 DOORSi W6 M0 7201/ 7383, 8200/ 8201, 8203, 9200, 9201/ 9203. Not all models may be shown on a given drawing. Product Description f-Qr dpq 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 24". These doors may have optional Impact-Resistant Glazing (Aluminum). [)ptinna! trnpact-Resistant Glazing is an a|un1|nurn front frame and separate po|ycarhonate glazing. The following models are at least structurally equivalent to the tested door; GD2Sp, GR2S9, GD2LP, <SR2LP, AR23P/ AR21_13, ED2SP, GD2Lp, 4302, HDGC/ 6202, MFC68, 4305/ HDGFl, MFR68/ 6205, SFR68. Not all nnwde/m may be shown on m given drawing. Jalp_act-Resistant Glazing (Molded): The optional impact resistant glazing is on injection-molded polycarbonate front frame and glazing (GELEXAN SLX2432T) that inmn approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the fo|!ovv|n8 Yeyby: HETI-O6-A0O2ASTM G155) HETI'06-7S66ASTM D638 (befor$),, HETI-06-T634A5T»4 D638 (after)) ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929. Impact Resistant Glazing (Aluminum). The optional impact resistant glazing is an a|urn|nurn front frame and a separate polycarbonate glazing that immn approved C1 plastic in accordance with testing required by FBC-B 2612. Approved polycarbonate materials are SmbicIP Lmxan 9034 (versions also approved: MR10/ 9030/ 90318, 90316, 90317/ 90311/ 90314, 90355) and Bayer Makro|onGP (vers/ons also approved; SL AR/ 15). Approval based on review ofNOA 13-0717.01 (Sab|cIP, exp. 7/I7/18) and NOA 12-0605.05 (Bayer, exp. ' 8/27/17)' Limitationsi The drawing(s) cited above are an explicit part of this evaluation report. The hazt of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. Jambs, lintels, oi/|a or other structural m|mrnento required to prepare opwn|ng$ are not covered, The design ufthe supporting structural elements nhm|| 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) naAyrmncmd above. Installation requirements per the relevant Florida Administrative Rule, including attachments, are detailed on the drawing(s) |}atmd above..Installation must be in accordance with manufacturer's installation instructions and must beasshown on the drawing(s) listed above. The manufacturer's licensed design professional listed onthe drawing(s) has reviewed the attachment details and installation requirements. Signature: . Scott Hamilton, P. E. No 6 28 Florida P, E. No. 63286 Date, et/«m/('7 441� Al- FILE: C13PC_130214-A,3