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Home My WebLink AboutAPPROVED 73W5 PROCUCT APPROVAL 'CLASSIC' RAISED PANEL EMBOSS DOORS DOOR HEIGHT # OF 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS SECTIONS SHORT PANEL LONG PANEL 'CARRIAGE HOUSE' RAISED REV DATE DESCRIPTION PANEL EMBOSS DOORS SHEET 1 OF 2 UP TO 7'0' 4 # OF INTERM. # OF INTERM. 05 8/2004 ADDED INSULATED M/N 190, 1500 CLOPAY 84A, 94 -- 73, 75 1500, 190 76 76V 7'3' TO 8'9' S DOOR WIDTH STILES DOOR WIDTH STILES SHORT PANEL IDEAL 4RST, 4Fx I 4RSF I 6RST 6RSF 2RST -- 9'0' TO 10'6' 6 9'2' TO 9'10' 1 9'2' TO 11'2' 1 # OF INTERM. 06 5/2005 UPDATED CODE REF. HOLMES 48, 48B I -- 142, 42B 55, SSS 30'9' TO 12'3' 7 10'0' TO 11'10' 2 11'4' TO 14'10' 3 DOOR WIDTH -- -- STILES SHORT PANEL LONG PANEL 12'6' TO 14'0' 8 12'0' TO 13'10' 3 15'0' TO 16'0' 5 9'2' TO 10'0' 1 07 9/2005 ADDED ROLLER OPTION 14'3' TO 15'9' 9 14'0' TO 15'10' 4 SEE NOTE BELOW REGARDING EXTRA 10'2' TO 11'4' N/A ■ - MODEL 4F IS FLUSH 167 0' 10 STAES IN LONG PANEL DOORS. OS 12/2006 ADDED IMPACT-RESISTANT LITE OPTION 16'0' S 11'6' TO 13'10' 3 MAX SECTION HEIGHT 21' 14'0' TO 16'0' 5 #14x5/8" SHEET 09 11/30/07 ADDED EXTENDED HEIGHTS AND COMBINED CLOPAY, HOLMES AND IDEAL M/N 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS METAL SCREWS MODELS 25 GA 25 GA INS 25 GA 25 GA INS OPTIONAL GLAZING MAY BE STANDARD OR (5) INTERMEDIATE STILES FOR 16' WIDE p 10 08/08/08 ADDED M/N 42B, 48B, 55S. IMPACT RESISTANT GLAZING. SEE SECTION DOOR. ATTACHED W/ TOG-L-LOC (TOP & p CLOPAY GD5S, GD5SV, B-B FOR DETAILS. BOT) AND URETHANE ADHESIVE (ALONG 1/4"x3/4" SELF 11 10 21 08 ADDED M N 4F GALLERY' GRSS GRSSV MAX. STANDARD SIZE IS 19-1/2"x16". / / / HOLMES IMPACT RESISTANT GLAZING IS CENTER). SEE NOTE BELOW FOR LONG p TAPPING SCREWS p ARTISTRY' AR5S AR5SV -- -- IMPACT RESISTANT PANEL DOORS. 12 12/2009 ADDED 'CARRIAGE HOUSE' EMBOSS DOORS. IDEAL ED5S ED5SV -- -- 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE 13 08/2010 ADDED DETAIL FOR IMPACT RESISTANT ASSEMBLY (-A) AND STANDARD (-B). 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL A VIEW B VIEW C 14 01/2012 REVISED WIND SPEED TABLE FOR ASCE7-10; REVISED TO TWO SHEETS. SHORT PANEL OPTION I LONG PANEL OPTION 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). �VIEw B. B B SHIP LAP JOINTS. 2" THICK 3" TALL U-BAR 20 I- GA. GALV. STEEL o I I 25 GA. MIN. STEEL GALVANIZED SKIN WITH A 1-7/8" BAKED-ON PRIMER, AND A II VIEW "C" BAKED-ON POLYESTER TOP ) I � D I L TOP c0 _ COAT APPLIED TO BOTH 12 GA. GALV. STEE _ SIDES OF STEEL SKIN. ROLLER BRACKET. EACH BRACKET ATTACHED o SHIP LAP JOINTS. MEf(A) #14x5/8- SHEET o LOCK POSITION C (BOTH SIDES) TWO IE POINT LOCKING. 1# DENSITY POLYSTYRENE FOAM 14 GA. GALV. STEEL C INSULATION 1-5/16" THICK WITH END HINGE. EACH VINYL HAIRCELL BACKER FASTENED TO END (INSULATED MODELS ONLY). P STILES W/(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4"x3/4" SELF TAPPING SCREWS. FA I I TWO 3" TALL x 20 GA. U-BARS PER 3" TALL x 20 GA. GALV. STEEL DOOR SECTION. U-BAR. TWO U-BARS PER SECTION. I EACH U-BAR ATTACHED WITH TWO 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. I I SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS __ A ONTO VERnCAL TRACK.ONE SNAP i OPTIONAL OUTSIDE KEYED LOCK POSITION Imo•�LE LATCH ON OF DOOR.EACH SIDE _13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED MAX. DOOR WIDTH = 16•-0' WITH (2) #14x5/8" SHEET METAL SCREWS. INSIDE ELEVATIONS 'CLASSIC' RAISED PANEL EMBOSS: •CLASSIC' SHORT AND LONG RAISED-PANEL SHOWN. SHORT OUTSIDE KEYEDEND ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. EXTRA STILES FOR LONG-PANEL MODELS. CARRIAGE HOUSE ARE ALSO APPROVED. STILE � SECTION A-A (SIDE VIEW) LONG-PANEL DOORS FROM 11'4" WIDE TO 16'0" WIDE REQUIRE 18 GA. INSIDE HANDLE COMMERCIAL CENTER STILES. O SIDE KEYED LocK (SHORT-PANEL MODELS HAVE FACTORY-INSTALLED EXTRA STILES ATTACHED SNAP LATCH LACK OPTION AS NOTED ABOVE.) THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ONE COMMERCIAL CENTER STILE PER SECTION 11'4" TO 14'10"W. END SLIDE BOLT END ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA STILE LOCK ENGAGES END BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON TWO COMMERCIAL CENTER STILES PER SECTION 15.0" TO 16'0"W. INTO VERTKAL STILE THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE LOCK TA TRACK. NT ONE INTER. ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED EXISTING RESIDENTIAL CENTER STILES. COMMERCIAL CENTER STILES ARE EACH SIDE OF BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS DOOR. LOCK BAR ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH OR (4) #8 SHEET METAL SCREWS. INSIDE suDE BOLT TENGAGES RACK ON SIDE ANSI/DASMA 108. SITE-SPECIFIC CALCULATIONS BY A QUALIFIED LOCK OPTION OUTSIDE EACH SIDE OF DOOR. DESIGN PROFESSIONAL MAY DIFFER. HANDLE ORIGINIL DRAWINGS ARE SIGNED IN BLUE ULTIMATE WIND 135 140 145 155 170 INK WITH A RAISED SEAL(EMBOSS). SPEED (MPH) OUTSIDE KEYED LOCK EXPOSURE B, C, D B, C, D B, C B, C B LOCK BAR LOCKING CATEGORY SEE SHEET TWO FOR MEAN ROOF HEIGHT 25, 15, 25, 15' 30' IMPACT RESISTANT CONSTRUCTION DETAIL "A" DESIGN LOADS: +30.0 PSF & -30.0 PSF. AND STANDARD CONSTRUCT DETAIL "B"; TEST LOADS: +45.0 PSF & -45.0 PSF. TRACK AND JAMB DETAILS. MANUFACTURING PRODUCT CODE WINDLOAD RATING MAX. DOOR SIZE, CIO SHORT PANEL: PAN-2F153pay W S 16'0"W X 16'0"H _ LONG PANEL: PAN-2F156 DESCRIPTION DESIGN ENGINEER: MARK WESTERFIELD, P.E. 8585 DUKE BLVD. DATE- FLORIDA Products MASON, OH 45040 MODEL 73/75/84A/94; 16'W +30/-30 PSF FLORIDA P.E. #48495, 1/26/96 NC P.E. #23832, CQt11 Clrl (513) 770-4800 DRAWING NUMBER, VER TEXAS P.E. #91513 DRAWN BY, MWW B 101593 - A/B Clopay Corporation All Rights Reserved. IBC FLO RUDA pHLODM�� 'CLASSIC' RAISED PANEL EMBOSS DOORS REV DATE DESCRIPTION MODELS 24 GA 24 GA INS 25 GA 25 GA INS 25 GA 25 GA INS SHEET 2 OF 2 14 -- SEE REVISION HISTORY ON SHEET ONE. CLOPAY 84A, 94 -- 73, 75 1500, 190 76 76V VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): IDEAL 4RST, 4Fx I 4RSF I 6RST 6RSF 2RST -- 3/8"x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE HOLMES 48, 48B I -- 142, 42B 55, 55S -- -- COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS SHORT PANEL LONG PANEL DO NOT TRANSFER LOAD. ■ - MODEL 4F IS FLUSH VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE COLUMN): 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS 3/8"x3" SLEEVE ANCHOR BOLTS ON 17" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED MODELS 25 GA 25 GA INS 25 GA 25 GA INS WITH SLEEVE ANCHORS. CLOPAY GD5S, GD5SV, OR 'GALLERY' GR5S GR5SV -- -- 1/4"x3" TAPCON SCREWS ON 14" CENTERS (2,000 PSI MIN. CONCRETE) OR 8" CENTERS (C-90 HOLMES AR5S AR5SV -- -- BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. 'ARTISTRY' ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. IDEAL ED5S ED5SV -- -- HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 'CARRIAGE HOUSE' SHORT PANEL LONG PANEL OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. PREPARATION OF JAMBS BY OTHERS. JAMB CONFIGURATION IMPACT RESISTANT ASSEMBLY DETAILS SECTION C-C DRAWING 101593-A STOP MOULDING BY DOOR INSTALLER (TO SUIT) SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) 2x6 YELLOW PINE JAMB 20 GA. MIN. GALV. STEEL END STILE • DETAIL'D' 20 GA. GALV. STEEL INTER. STILE 18 GA. GALV. 12 GA. GALV. STEEL TRACK / STEEL CENTER DETAIL BRACKETS FASTENED TO WOOD JAMB J OPTIONAL DECORATIVE / 2.25 \• MULTIPURPOSE HIGH BOND TAPE HINGE FASTENED SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). WITH ONE 5/16"x1-5/8" LAG SCREW TO INTER. STILES PER TRACK BRACKET. `� W/(4) #14x5/8" LHR TOP BRACKET DECORATIVE FRONT FACADE. 7/16" I.D. ROUND PUSHNUT SHEET METAL DOUBLE HORIZONTAL TRACK 2" GALV. STEEL TRACK FASTENED TO FASTENER (ONE PER ROLLER). SCREWS. o.1ee� 12 GA. GALV. STEEL TRACK 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END UCTURAL EEL SKIN SEALANT / BRACKETS. TRACK ATTACHED TO EACH (BETWEEN STEEL sxlN AND FRAME). STILES EACH W/(4) #14x5/8" SHEET METAL SCREWS AND BRACKET WITH ONE 1/4"x5/8" BOLT DOUBLE TRACK LOW IMPACT RESISTANT \ & NUT OR TWO 1/4" DIA. RIVETS. -(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. HEADROOM OPTION ONE-PIECE INJECTION POLYSTYRIDVE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) #8 x 3/4"PAN HEAD MACHINE SCREWS. lYOIE�TRACK CONFIGURATION ABOVE THE DOOR OPENING SLX2432T FRONT 2" 10 BALL SHORT STEM STEEL ROLLER WITH DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. HORIZONTAL TRACK SUPPORT BY FRAME& GLAZING. STEEL OR NYLON TIRE HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) IMPACT-RESISTANT CONSTRUCTION: DOORS OVER 8' TALL DOOR INSTALLER (TO SUIT) 8' TALL DOORS AND UNDER SOLD DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL 13 GA. GALV. STEEL FLAG BRACKET. IBC/FBC 2606. EACH FASTENED TO WOOD JAMB WITH 71137GAV. STEEL FLAG BRACKET. THE ENRRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE ELEMENTS SHALL BE THE RESPONSIBILITY OF THE 3 5 16"x1-5 8" LAG SCREWS. WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING ( ) / / EACH FASTENED TO WOOD JAMB WITH CODE AtQ MEETS THE IMPACT-RESISTANT REQUIREMENTS (REF. CHAPTER 16 FBC/IBC). PROFESSIONAL OF RECORD FOR THE BUILDING OR I 2" GALV. STEEL TRACK, (3) 5/16"x1-5/8" WOOD LAG SCREWS. STRUCTURE AND IN ACCORDANCE WITH CURRENT TRACK THICKNESS: .060" MIN. BUILDING CODES FOR THE LOADS LISTED ON THE 0 MAX TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. S2 STANDARD ASSEMBLY DETAILS DRAWING. = 5 TRACK BRACKETS PER SIDE UP TO 10' HIGH = DRAWING 1 01 593-B Of �63 TRACK BRACKETS PER SIDE (UP TO 12' HIGH). w DOOR II DISTANCE BETWEEN FLAG AND TOP TRACK BRACKET oo HEIGHT o I NOT TO EXCEED 30" O.C. 0 6-6 SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) IE 24' DOOR L' II 2" GALV. STEEL TRACK, 7_0 (TYP) HEIGHT 94 F MIN. TRACK THICKNESS: .060" 7_g L" FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. I 9'0' 100• 8-JA NOTE THAT FRONT FRAME IS NARROWER THAN LU 9'6' 106' w IMPACT-RESISTANT FRAME. = 10'0' 112 = 1.25 0 "L„ I 10'6' 119' c� NP. 2-1/2"x12 GA. GALV. STEEL TKET. i 24' 11'0' 124' FOR DOORS OVER Z (4) TRACK BRACKETS PER SIDE. z (TYP) 11'6' 130' 12'-0" HIGH, TRACK d I 12'0' 136' CONFIGURATION SHALL NOT o / GLAZING i 12'6' 1a2 EXCEED MAXIMUM SPACING MOLDED INSIDE J ' 3-1/2' 13'0• 14e' PROVIDED. CONSULT FACTORY L LITE RETAINER. Ito' 1a o' 154' FOR MORE DETAIL IF ROD. #8x3/4" PAN HEAD SCREW ORIGINAL DRAWINGS ARE SIGNED IN BLUE 14'6' 166' (10 SCREWS PER LITE). INK WNN A RAISED SEAL(EMBOSS). IS'o' 172'66' NOTE: DOUBLE TRACK LOW 15'6' 178' HEADROOM AVAILABLE, 16'0' 184 3" TRACK AVAILABLE AS STANDARD ASSEMBLY CONSTRUCTION: NEEDED. OPTIONAL DSB OR 1/8" ACYRLIC LTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC DESIGN LOADS: +30.0 PSF & -30.0 PSF. THE6ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE TEST LOADS: +45.0 PSF & -45.0 PSF. WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL MANUFACTURING PRODUCT CODE WINDLOAD RATING MAX, DOOR SIZE, BUILDING CODE BUT DOES NOT MEET THE IMPACT clepay SHORT PANEL: PAN-2F153RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS LONG PANEL: PAN-2F156 W 16'0"W X 16'0"H (REF. CHAPTER 16 FBC/IBC). DESCRIPTION, DESIGN ENGINEER: MARK WESTERFIELD, P.E. 8585 DUKE BLVD. DATE B u i l d i n MODEL 73/75/84A/94; 16'W +30/-30 PSF FLORIDA P.E. #48495, g P rod u cts MASON, OH 45040 1/26/96 NC P.E. #23832, CQt11 Clrl (513) 770-4800 DRAWING NUMBER- VER- TEXAS P.E. #91513 DRAWN BY, MWW B 101593 — A/B Clopay Corporation All Rights Reserved. IBC IGLOO RMA p' oODMCY AFFHOO WAL 152790)