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HomeMy WebLinkAboutRevision© 3 'a N rN r4lL`3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS fti IL MODELS 24 GA 25 GA 24 GA MODELS 25 GREW N0. NE: CLOPAY 84A, 94 73, 751 98 CLOPAY 'GALLERY' GDSS, GRSS 02 - 1: IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' ARSS HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL I FLUSH SHORT PANEL OPTIONAL GLAZING MAY BE STANDARD OR D-IMPACi RESISTANT GLAZING. SEE SECTION B-8 N SHEET TWO FOR DETAILS. (GLAZING SHOWN INTERMEDIATE SECTION.) c M F-� W71 I�� � 1 �II■tII■1t■�1 � / si_ 1 fit_ I t-1 t_ � tt v5� ��t■�a=t�t�tir_�tir��� IRM [3—M—marl= �1 I��I I�1 II■�I ICI ICI ICI I� �^� t1I■t�ltlttl■�1�>-Ii7�1�1� �tl� tt� �il��ti�►i�tr■t�1� ��t �,I --F T ■ F F t =� k!• �� ■ 1 1 F■ F' i 6 I' DOOR HEIGHT N OF SECTIONS UP TO 7'0' 4 _ G7;33TOieI9J ;: - :`.5* 1W S'O—TO-10'6'- 6 10'9' TO 12'3' 7 12'6' TO 14'0' 8 14'3' TO 15'9' 9 16'0' 10 MAX SECTION HEIGHT- 21' DESIGN ENGINEERt MARK WESTERFIELD. P.E. al -VIEW "B" (SEE SHEET THREE). -VIEW "C" (SEE SHEET THREE). /-16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. s ' o� rn c-5 o m CD10 o� o m v �d m K 1 REVISIONS ECN NO. APPVD: DESCRIPTION - SH ADDED FBC 2612 REFERENCE. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). —GLAZING SHOWN IN TOP SECTION. ---•+A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 16'-2' (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3' TRACK. SNAP LATCH ENGAGES OCATION OF OPTIO H ON / JpTA 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. ONE .S'g. L�f I l,°Q�1`II Dj)LLLI�1 ITCt' D.5'IOI� EACH SIDE OF DOOR. OOR. _ SLIDE 80LT LOCK REV LAVED FOR Q1 �.-AilcF, �. END ENGAGES INTO REV�Y�F.sD STILE. VERTICAL TRACK. i T-Y ONE LOCK ON DATE }�� .-. � R.SIDE OF OUTSIDE END -....y/// KEYED STILE ?L.A-N , , EE- T MU9T BE RS�PT ON.%'DB HANDLE. INSIDE SLIDE BOLT INSIDE HANDLE O 1 LOCK OPTION. OUTSIDE KEYED LOCK WITH ULTIMATE WIND SPEEDS LISTEDSTEO BELOW ACCORDING TO THE FLORIDA SNAP LATCH LOCK OPTION. BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR RAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108. SfTE-SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONALL MAY DIFFER. ULTIMATE WIND I55 160 170 180 195 SPEED (MPH) EXPOSURE CATEGORY B, C, 11 B, C, 0 B, C B, C B MEAN ROOF HEIGHT 25' 15' 25' 15' 30' 3 & -42.0 P.S.F. END STILE. OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH . LOCK BAR LOCKING. Unless Stoted Olher►[se 8585 DuW Boulevard TOLERANCES are Clopay 0°' OH 45010 USA .0 = t.031 BNfq ftdids Comm Fait No. 513-T .OD - t.015 DESCRIPTION: 2' STEEL PAN DOORS 1 .000 t.005 .0000 toot DRAWN BY: SH DATE: 11/19) a Degrees = t1/r CHECKED BY. SH DATE: 11/20) Unless Stated Oth—;is DWENSIONS ARE IN INCHES. I DWG. NO.: 104710-A/B 2 FLORMA PRODUCT MOT APM PAN-2F153 PART NO.: N/A A MINDLOAD RATING W6 DP36 1Y (SEE TABLE FOR MODELS) SCALE: nrs DWG. D SHEET 1 OF 4 SIZE j__) VER: IBC JDVAL 16107 7 71 CI 71 41 1+ 1 ,5 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA MODELS 25 GA CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST 6RST I 4F HOLMES 'ARTISTRY' ARSS HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' E115S SHORT PANEL FLUSH SHORT PANEL ENGINEER, TERFIELD, P.E. 4 SOLID 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 IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION B—B (IMPACT-- RESISTANT GLAZING OPTION DETAIL 'D' DLTNL 'D'D' OPTIONAL DECORATIVE / 225 MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. (BETWEEN FRAME AND FACADE). —. DECORATIVE FRONT FACADE. LE ates-F L - UCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXA4 (10) ge x 3/4- PAN HEAD MACHINE SCRM. SLX2432T FRONT FRAME & GLAZING. IMPACT —RESISTANT ASSEMBLY DETAILS DRAWING 104710-A 3 z 11 SHEET, REVISIONS 2 OF 4 REV. NO.1 ZONE DATE: ECN NO. APPVD: I DESCRIPTION 02 - - - SH I SEE REVISION HISTORY ON SHEET ONE. OPTIONAL DSB OR 1/8- ACYRUC LRES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. tzs n n GLAZING� MOLDED INSIDE LITE RETAINER. #Bx3/4- PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DRAWING 104710-B DESIGN LOADS: +36.0 P.S.F. & -42.0 P. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.I Uri —Owe M ClDpay TOLERANCES — ore .0 = t.031 DA&q ko6ids Can .00 a k.015 DESCRIPTION: 2' .000 = t.aos DRAWN BY: SH 0000 = t.001 Degrees = tl/2' CHECKED BY: SH Untma Stoted Othenise DIYENSIONs ARE IN wCHFs. DWG. NO.: 10471( FLORIDA PRE VME i.F. PAN-2F153 A PART NO.: N/A 8585 Duke 8oalesard Te .513'�,� Fax No. 513-770-4853 WINIIL13AD RATING W6 DP36 A STEEL PAN DOORS 16.2'W (SEE TABLE FOR MODELS) DATE: 11/19/1 SCALE: NTS DWG. R ISIZE L DATE: 11/20/1 SHEET 2 OF 4 -A/B VER: IBC CT APPE0VAIL I no I (on77 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, 3 OF 4 MODELS 24 GA 25 GA 1 24 GA MODELS 25 GA REV. 98 CLOPAY 'GALLERY' GD5S, GRSS 02 CLOPAY 84A, 94APANEL IDEAL 4RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT FLUSH SHORT PANEL D HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) 11.. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2.6 VER71CAL SYP (GRADE q2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB & -336 I.S. PER LINEAR FOOT OF A B. 3. ALL MB JAFASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NQI USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. 111 a1 2x6 VERTICAL JAMB 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TD RF DSFO FOR ATTACHMFNT nF TRACK AN,:IF TO 9"9 VFRTICAI .IAURC nR GIIPP MNP CIRItCTIRFI MAXIMUM ON -CENTER DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS " REQUIRE09 BLOCK WALL 1/4' x 1 1 " MIN, EMBED TAPCON CONCRETE ANCHOR 1 O.D. 3000 PSI MIN. CONCRETE 1 4 x i MIN. EMBED TAPCON CONCRETE ANCHOR NEE 1" O.D. 2000 PSI MN- CONCRETE 3 8" X 1-3 4" MIN. EMBED WFJ-TT ANKR THE SLEEVE ANCHOR16-1/2* INCLUDED - - 1/2- x 3- LAG SCREW (ASTM A307. GRADE A) 1-5/8* EMBED TWO STRUCTURE wa U 0 WOOD FRAME ISYP 0,55__% 17-3/A" 1 • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED 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: 2-1/2•'. EXCLUDING STUCCO THICKNESS. IDESIGN ENGINEER, MARK WESTERFIELD. P.E. 25 GA. (0.019" MIN. THICK) DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. REVISIONS ): DESCRIPTI% SEE REVISION HISTORY ON SHEET ONE 2" THICK IC SHIP LAP JOINTS � 4•� r 4-1/4• L 4" TV LD AILLTAPER STRUT. 0.057" MIN. GALV. STEEL, 50 KSL MIN. #14x5/8" SHEET METAL SCREWS 0 0 0 0 0 0 1/4"x3/4" SELF O TAPPING SCREWS. 14 GA END HINGES 18 GA. (MIN.) INTERMEDIATE HIN . VIEW "B• VIEW "C• (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/8'). EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4•x1/2° BOLTS AND NUTS PER BRACKET. 14 GA, MIN. GALV. ROLLER HINGE. EACH ----HINGE FASTENED TO END STILES W/(4) $144/8" SHEET METAL AND (2) 1/4"x3/4' SELF TAPPING SCREWS. SEE VIEW "B•. ONE 4• T-STRUT PER SECTION. (SEE VIEW /-"D") EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4- SELF TAPPING SCREWS. —12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) PAN-2F153 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: NIA �e�J Ouw1x TOLERANCES om .0 = t.031 "Clopay e585 Duke eoetevmd usson, ox 45ao OSA DA&9 ft&Xb Cag4o7 F No. 513-77700--4485.T VINDLOAD RATING \ D P 3 6 VV A .00 = f.015 .0000 *.0001 Degrees f 1/2' DIUMU.Im IONSStatReim DIMENSIONS ARE TN INCFIES. DESCRIPTION: 2" STEEL PAN DOORS 16'2N7 (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 11/19/1 SCALE: N15 DWG. CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF 4 SIZE DWG. NO.: 104710-A/B VER: IBC „ a 71 CI All AI of 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA CLOPAY 84A, 94 73, 75 9B IDEAL 4RST 6RST 4F HOLMES 48, 48B 42, 42B -- SHORT PANEL FLUSH NOTE, TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. 2' TRACK CONFIGURATION NE DOORS UP TO 800 LBS. m DESIGN ENGINEER, MARK WESTERFIELD, P.E. 4 tz x 2- 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET. MODELS 25 GA 4 OF 4 REV. NO. ZONE: DATE. ECN NO. CLOPAY 'GALLERY' GD5S, GR5S 02 - - - HOLMES 'ARTISTRY' ARSS IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL I - HORIZONTAL TRACK SUPPORT BY V DOOR INSTALLER (TO SUIT). DOOR COUNTERBALANCE SYSTEM 1 JAMB CONFIGURATION DOOR DOORS UP TO 800 LBS- HEIGHT "L' 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO _ 1' DOOR OVERLAP (EACH SIDE) JAMB WITH (3) 5/16” X 1-5/8' LAG SCREWS _ AND TO TRACK WITH (2) 1/4- RIVETS. 2x6 SYP WOOD JAMB. SEE < • f '94a 'JAMB PREPARATION NOTE'. ROD: SPACING NTE 14' O.C. _ " 9•-6•10.t 2-1/2' X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO - 2' GALV. STEEL TRACK. WOOD JAMBS WITH 5/6' X 1-5/8• TRACK THICKNESS: 0.083 LAG SCREWS NOT TO EXCEED 14' 1 1 REVISIONS ): DESCRIPTIOD SEE REVISION HISTORY ON SHEET ONE. UP STOP MOULDING BY DOOR INSTALLER (TO SUIT). -16 GA. GALV. STEEL END STILE. �18 CA, GALV. STEEL DOUBLE END STILE 20 CA MIN. GALV. STEEL INTERM. STILE. 18 GA GALV. STEEL INTER. _ \ HINGE FASTENED TO CENTER STILE W/(4) EACH J144/8'` J SHEET METAL SCREWS. _ �• 1 _ ON-CENIER. MIN. OF (9) LAG ` 7/16 I.D. ROUND 1 SCREWS REQUIRED PER JAMB. PUSH NUT 1 •-6' 2" GALV. STEEL TRACK FASTENED TO FASTENER. TYP. 2-1/2' X 12 CA GALV. 1 - LEE 12 GA GAIN STEEL TRACK BRACKETS 14 GA. GAIN. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 114x5/8' STEEL TRACK BRACKETS, - WITH EITHER (2) 1/4" DBL RIVETS OR SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE C ATTACHED TO JAMB WITH (1) - (1) 1/4" X 5/8" BOLT & NUT PER 24' 5/16' X 1-5/8' LAG SCREW PER 14 -6 JU17 TRACK BRACKET. 2' D& 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. 1 •- 10 SECTION C-C ¢-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" SELF TAPPING SCREWS NOTE THAT LHR BRACKETS ARE ALSO - HATE; TRICK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION WAND LOAD RATING OF THIS DOOR. DOORSCENTER OVER G REQUIRED FOR DOORS 800 LBS AND OVER, DOORS 8' HIGH. 1" DOOR OVERLAP (EACH SIDE) 3' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 2x6 SYP WOOD JAMB. SEE JAMB PREPARATION NOTE'. THICKNESS: 0.101". ANGLE THICKNESS 0.080'. HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8". SUPPORT BY DOOR �VERTIGV-/HORIZONT L TRACK 14' RWXIMUM SPACING INSTALLER (TO SUIT). JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING 3-1/4' x 2-7/8" MIN. x 0.080" TAPERED & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAG BOLT MOUNTING BELOW. USED WITH 'DOUBLE END STILE" AS SHOWN IN ZONE B-3 SHEET 1. DOUBLE TRACK LOW HFADR�M OPTION (AVAIL FOR BOTH 2- AND 3' TRACK) DOUBLE HORIZONTAL TRACK. MOULDING BY DOOR INSTALLER (TO SUIT). A. GALV. STEEL END STILE 8 CA, GALV. STEEL DOUBLE END STILE 4711. A MIN. GALV. STEEL INTERM- STILE 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH /14x5/8" _ uN0 SHEET METAL SCREWS. lt ADDRIONAL MOUNTING SLOTS FASTENER. SPACED AT 12' CENTERS. 0.101' THICK 3' GALV. STEEL TRACK FASTENED 14 CA GALV. STEEL ROLLER HINGES FASTENED TO END i\ 2• TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH B144/8" SHEET METAL SCREWS 12' ON CENTER TAPERED ANGLE WITH ONE 1/4'x5/8" BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 46" NUT AT EACH MOUNTING SLOT. 3' DIA 8-1/2' LONG STEM BALL BEARING STEEL ROLLER SECTION C- KANUFACTUR3NG PRODUCT CODE y1• NE. r TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS BY OTHERS. PAN-2FI53 MOUNTING SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. A DOOR VERTICAL Unfw Stated Oth—I,- 8585 Duke Boulevard VINDLOAD RATING 22' HEIGHT TRACK LENGTH _ p Mason. ON 45040 USA W 6 D P 3 6 00 o n TOLERANCES are u'O a TeL Ho. 513-nG-4ao0 � .0 - t.031 R'oJuel� Fax No. 513-770-4853 9 T- ONE 5/16' x 1-5/8" LAG SCREW SPACED AT THE SAME .00 m f,015 10' DESCRIPTION: 2' STEEL PAN DOORS 16'2lV (SEE TABLE FOR MODELS) 0-0 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 10", 22', 34', ,OOO � *,�5 12 -O 132 46% ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16% 28% & ,.000 o t.001 DRAWN BY: SH DATE: 11/19/t SCALE: NIS DWG. 3-1/2' 14-0 136 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE De reel t1 Y to-0 eo 9 / CHECKED BY: SH DATE: 11/20/1 SHEET 4 OF 4 SIZE �!'/ VERTICAL/HORIZONTAL TRACK JUNCTION. Un:asa Stoted OUerWm P.E. #91513 DNENSIONS ARE IN fNcHEs. DWG. NO.: 104710-A/B VER: IBC I 'CLASSIC' RAISED'P'ANEL-EMSUS-Y In IKM t ELS 24 GA25 GA 24 GA PAY 84A, 94 73, 75 98 AL 4RST 6RST 4F MES 49, 48B 42, 42B -- SHORT PANEL FLUSH D N D r-- F�S2C w zx ow C wo B A DOOR HEIGHT 0 SECTIONS UP TO 7'0' 4 7'3' TO 8'9' 5 B0:9iT0l12'3J 12'6' TG-1-4'0u''—'B" �7� 14.3' TO 15'9' 9 16'0' 10 MA% SECTION HEIGHTA 21' ENGINEER: 4 6 H SE' RA9ED PANEL EMBOSS DR M=o E' MODELS 25 GA 1 OF 4 REV. NO. ZONE: F DATE: ECN CLOPAY 'GALLERY' GD5S, GR5S 02 - 12/20/12 - HOLMES 'ARTISTRY' AR5S DEAL 'CARRIAGE HOUSE' EDSS SHORT PANEL OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B A ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) REVISIONS VD.T DESCRIPTION H I ADDED FBC 2612 REFERENCE. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). D /� %/I 1-YJ 7r f VIEW 'B" (SEE SHEET THREE). VIEW "C' (SEE SHEET THREE). 16 GA. END STILES ATTACHED TO nd DOOR SKIN WITH PATENTED C TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. L—•-• A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MX. DOOR WIDTH = 16'-2" (1) 3-IN ROLLER CARRIER (P/N INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES END OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. STILE. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE OF DOOR. ENGAGES INTO B END STILE VERTICAL TRACK. OUTSIDE ONE LOCK ON HANDLE. LOCK BAR EACH SIDE OF OUTSIDE ENGAGES IN DOOR. KEYED Sn TRACK ON HANDLE EACH SIDE OF DOOR. INSIDE SLIDE BOLT INSIDE HANDLE OUTSIDE KEYED LOCK WHH I OCK OPTION. nlrr_sIDE KEYED LOCK WITH LOCK BAR LOCKING. SNAP LATCH LOCK OPTION, THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 108. -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER ULTIHATE WIND SPEED GtPH) 155 160 170 180 195 EXPOSURE CATEGORYM! B, C, D III C. D B. C HERMF HEIGHT 25' 15, 25, 15' 30' PAN-2F153 SIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. ST LOADS: +54.0 P.S.F. & -63.0 P.S.F. A PART N0: N/A UM— Stated OtM-Laa TOLERANCESae O� 4USA CIO ay T85N. 5H13-770-4800 VINDLMD RATING W 6 D P 3 6 .0 = t.031 .00 = d:.015 Rkaft f Fa No. 513-770-4855 DESCRIPTION: 2' STEEL PAN DOORS 16.2-W (SEE TABLE FOR MODELS) 'ODD - t.005 - *:Do. DRAWN BY: SH DATE: 11/19/1 SCALE: NIS DWG. CHECKED BY: SH DATE: 11/20/1 SHEET 1 OF 4 ISIZE .0000 Degrees = t1/2' — Stated Oth—ft. 4EHSIONS ARE IN INCHES. DWG. NO.: 104710—A/B VER: IBC 'LOO RKDDA p ODMC�`lI APPROVAL VALE 161007 D m 4 1 3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA MODELS — GA CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' EDSS - SHORT PANEL FLUSH SHORT PANEL CI 0 IDESIGN ENGINEER, UAPK WESTERFIELD. P.E. 4 2 SHEET. REVISIONS 2 OF 4 REV. NO. ZONE: I DATE: ECN NO. APPVD: 02 _ I _ I — ISH SEE R SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT —RESISTANT GLAZING ARE IMPACT —RESISTANT. OPTIONAL INJECTION —MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SL.X2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FOG 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE— AND SMALL —MISSILE IMPACT RESISTANT. SECTION B-B (IMPACT- RESISTANT GLAZING OPTION) DETAIL 'D' DETAIL OPTIONAL DECORATIVE MULTIPURPOSE HIGH BOND TAPE SHAP-1N INSERT. 22s (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE plea l CfURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISFANf ' ONE—PIECE WJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) S8 x 3/4' PAN HEAD MACHINE SCREWS SW432T FRONT FRAME & GLAMNO. IMPACT -RESISTANT ASSEMBLY DETAILS DRAWING 104710-A 3 1 HISTORY ON SHEET ONE OPTIONAL DSB OR 1/8- ACYRLIC LTIES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT —RESISTANT FRAME. 12s A GLAZING\ MOLDED INSIDE UTE RETAINER. #80/4' PAN HEAD SCREW (10 SCREWS PER LATE). STANDARD ASSEMBLY DETAILS DRAWING 104710-B UNew Stated Othe-tse =Cloy wze _ure TOLERANCES ore 1, off 45010 11s reL No. sl3-no-4aa .0 - 3.031 Be16,g Woeutlf Faz No. 513-n0-M .00 — d:.015 DESCRIPTION: * 2' STEEL PAN DOORS 000 t.005 .00ao t.aot DRAWN BY: SH DATE: 11/1 - Degrees = *1/7 CHECKED BY: SH DATE: 11/2 o Ns Stated0 m imcm. DWG. NO.: 104710—A/13 2 FL0110"HOA p OO DMC T App IN C R PAN-2FI53 PART NO.: N/A A VINDLLIAD RATING W6 DP36 'W (SEE TABLE FOR MODELS) SCALE: NIS DWG. SHEET 2 OF 4 SIZE VER: IBC DDVAL 16107 7 a A q 3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SST' MODELS 24 GA 25 GA 24 GA MODELS 25 GA 3 OF 4 REV. NO. GD5S GRSS 1 02 CLOPAY IDEAL 84A, 94 4RST 73, 75 6RST 98 4F CLOPAY GALLERY HOLMES 'ARTISTRY' , AR5S HDLHES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL (FOP) JAMB (RO LOAD FROM DOOR) NOTES: THEN FROM TRACK TO THE LOAD FROM THE DOOR IS TO THE TRACK AFROM VERTICAL SYP (GRADE %2 OR BETTER) JAMBS. NO LOADFERRED 1. THE 2a6 THE DOOR ISD TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXMUM DESIGN LOAD OF +288 LB & -336 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER 4. FLUSH 3 STRESS INCREASE FOR WIND LOAD WAS Na USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. MAX. 1 2x8 VERTICAL JAMB (NOT TV UC Vb u r - - MAXIMUM ON -CENTER DISTANCE STEEL 8ETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS" - REQUIRED? 1 0.0. 3000 PSI MIN. CONCRETE _ i 4 x t MIN. EMBED TAPCON CONCRETE ANCHOR ANCHOR 8-1 4 - t O.D. 3 8' X 1-3 4 MIN. EMBED WEJ-IF ANKR TITS SLEEVE 24- IN U QE LYoum -Iff - 1 REVISIONS DATE: ECN NO. I APPVD: DESCRIPTION LSH I SEE REVISION HISTORY ON SHEET ONE. -1 1— 2" THICK (2) 12 GA. GALV. STEEL TOP ROLLER 25 GA. 'MIN. THICK) BRACKETS (2-1/2" x 5-3/8"). EACH DDS STTEELEEL EXTERIOR SKIN BRACKET ATTACHED W/(4) #14x5/8" SHEET WITH G-40 GALVANIZING, METAL SCREWS. ADJUSTABLE SLIDE ATTACHED BAKED —ON PRIMER AND A TO TOP BRACKET WITH (2) 1/4"xt/2' BOLTS BAKED —ON POLYESTER PAINTED AND NUTS PER BRACKET. TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP 1 14 GA MIN. GALV. ROLLER HINGE. EACH JOINTS HINGE FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL AND (2) 1/4"x3/4' SELF TAPPING SCREWS. SEE 4^— VIEW "B". r 4_� /4• ONE 4" T—STRUT PER SECTION. (SEE VIEW "D") EACH T—STRUT ATTACHED AT EACH 4'IAPER STRUT. HINGE LOCATION WITH (2) 1/4'x3/4" SELF 0.057" MIN. GALV. STEEL, TAPPING SCREWS. 50 KSL MIN. R::) M• FlRST (BOTTOM) ANCHOR SFARFINO AT NO MVKt Uwv 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: 2-1/2-, EXCLUDING STUCCO THICKNESS. #14x5/8" SHEET METAL SCREWS O O O 0 0 0 1/4"x3/4' SELF O TAPPING SCREWS. 14 GA END HINGES 18 GA (MIN.) INTERMEDIATE HINGE VIEW 'B' MEWL-C IDESIGN ENGINEER, MARK wESTERFlELD. P.E. 4 3 \--12 GA MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A —A (SIDE VIEW) D 01 DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. LEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. PAN-2F153 PART NO.: N/A Unless Stated Othe tse TOLERANCES - .0 t.031 .00 t.015 .000 = t•OO5 .0000 = *:Got Degrees = 31/7 VIJFNS'O"s�AREE'" INOthOfES. - n'O 6585 Duke Boulevard U y M0"' °R 45M-770- USA TeL No. 513-77 USA �9 P�ob,ds Fax No. 513-770-4853 WINDLOAD RATING \/ C D P 3 6 W o DESCRIPTION: 2" STEEL PAN DOORS 16'2 W (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG. CHECKED BY: SH DATE: 11/2UMk_0/1 SHEEP 3 OF 4 SIZE DWG. NO.: 104710-A/8 VER: IBC 2 IGLOO MDA P ODMC T AWPHOWAL 16107 rA ❑1 CI A 4 1 3 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET- REVISIONS 4 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION MODELS MPANELFLUSH 24 GA MODELS 25 GA SH SEE REVISION HISTORY ON SHEET ONE. CLOPAY 98 CLOPAY 'GALLERY' GDSS, GRSS 02 - - - IDEAL 4F HOLMES 'ARTISTRY' AR5S H13LMES -- I➢EAL 'CARRIAGE HOUSE' ED5S FLUSH SHORT PANEL D HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SO9AMB CONFIGURATION pp0 TRACK TRACING DOES NOT COAFFNFIGURATION THEE �R COUNTERBN�WCE SYSTEM DOOR DOORS UP TO 800 LBS: WIND LOAD RATING OF THIS DOOR. HEIGHT 'L' 1' DOOR OVERLAP (EACH SIDE) i- 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO 6•-6• r STOP MOUTAING BY DOOR INSTALLER (TO SUIT). JAMB WITH (3) 5/16- X 1-5/8- LAG SCREWS 2x6 SYP WOOD JAMB. SEE I 16 GA. GALV. STEEL END STILE. AND TO TRACK WITH (2) 1/4' RIVETS. -6'JAMB PREPARATION NOTE. 18 CA GALV. STEEL DOUBLE END STILE 88'9' TRACK CONFIGURATION -6- 20 GA MIN. GALV. STEEL INTERM. STILE. nnnac tip TO 800 LBS. = AS ROD: SPACING NYE 14' O.C. •_0 18 GA. GALV. STEEL INTER. 2-1/2- X 12 GA CALV. STEEL HINGE FASTENED TO CENTER - 9 -60 1 TRACK BRACKETS FASTENED TO� STILE W/(4) EACH 814x5/8' 1, 222555 63' 2' GAIN. STEEL TRACK, WOOD JAMBS WITH 5/6. X 1-5/8' SHEET METAL SCREWS. i T83'. _ LAG SCREWS NOT TO EXCEED 14' RACK THICKNESS: 0.01 H - ON -CENTER MIN. OF (9) LAG ` 7/16' I.D. ROUND - 50' _ .ro0 13C SCREWS REQUIRED PER JAMB. FUG ENER. c� •L• 1 •_6- 2' CALV. STEEL TRACK FASTENED TO = 38' 7YP. 2-1/2' X 12 G4 GAIN. - 12 GA GALV STEEL TRACK BRACKETS 14 GA. CALM. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH /14x5/8' z STEEL TRACK BRACKETS. - WITH EITHER (2) 1/4' DIA. RIVETS OR SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE z ATTACHED TO JAMB WITH (1) 4'- ' (1) 1/4' X 5/8' BOLT & NUT PER 0 24' S/16' X 1-5/8' LAG SCREW PER - TRACK BRACKET. 2- DI0. 7-1/2- LONG STEM. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET- •- JM 1 -6 10' '-O'ldi7J SECTION - 3-1/2' LHR BRACKET (2-1/2' x 5-3/4' x 12GA) PREPARATION OF J1L4BS BY OTHERS. ATTACHED WITH (2) SCREWS. NOTE THAT/ 11NR BR4' xACKETS TAPPING4" SELF KETS ARE ALSO USED WITH 'DOUBLE END STILE' AS SHOWN IN ZONE B-3 SHEET 1. NM TRACK CONFIGURATION ABOVE THE DOUBLE TRACK 3' TRACK CONEGURAIIQN DOOR OPENING DOES NOT AFFECT THE .IAMB CONFIGURATION IOW HEMRDOM OPTION DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR DOORS 800 LBS AND OVER. (AVAIL FOR BOTH 2- AND 3- TRACK) DOORS OVER 8' HIGH. UBLE HORIZONTAL 1' DOOR OVERLAP (EACH SIDE) TRACK. Z.SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). B 3' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 'JAMB PREPARATION NOTE'. 16 GA GALV. STEEL END STILE. 18 G0. GALY. STEEL DOUBLE END STILE. THICKNESS: 0.101'. ANGLE THICKNESS: ----- . HORIZONTAL TRACK - 20 CA MIN. GALV. STEEL INIERM. SALE MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR 18 INSTALLER (TO SUIT). HI GA GALV. STEEL INTER. VERTICAL/H0RIZONTAL TRACK 14' MAXIMUM SPACING 3-1/4' x 2-7/8' MN. x 0.080' TAPERED HINGE FASTENED TO CENTER JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING ANGLE SEE LAG BOLT MOUNTING BELOW. STILE W/(4) EACH p14x5/8' & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 1 7/16 UND SHEET METAL SCREWS. _ FASTENER. ADDITIONAL MOUNTING NUT SLOTS o SPACED AT 12' CENTERS. 0.101' THICK 3' GALV. STEEL TRACK FASTENED 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END o SOLES W/(4) EACH /14x5/8' SHEET METAL SCREWS TO TAPERED ANGLE TRACK ATTACHED TO AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. H TAPERED ANGLE WITH ONE EACH BOLT & 12' ON CENTER NUT AT EACH MOUNTING SLOT. q6' 3' DIA 8-1/2' LONG STEM BALL BEARING STEEL ROLLER. = SECTION C-G MANUFACTURING PRODUCT CODE NE. ' TRACK BOLT AND NUT AT EACH "iu jf}}'.}' '' C!T':,Y+ PREPARATION OF JAMBS BY OTHERS. PAN-2F153 a34' MOYUNTING SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART N0.• N/A o TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. A DOOR VERTICAL UAL_ Stow OMewv = Cho ay 8585 Duke Boulewrd HI14I1LOAD RATING 22' HEIGHT TRACK LENGTH TOLERANCES aro u • °H 770- �' W 6 D P 3 6 IN-11O.- Tel. No. N 45o4o USA.0 t.031 Bkaft fla0ixis pcl If Fax No. 513-770-4853 R14-0 ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME ,00 *JOTS DESCRIPTION: 2- STEEL PAN DOORS 16.2'W (SEE TABLE FOR MODELS) 10' 1 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2% 10% 22', 34', 000 = t.005 DRAWN BY: SH DATE: 11/19/1 SCALE: Nf5DWG_A132�� �. 46', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28', & ,HX)00 o t.001 )ESIGN ENGINEER, 3-1/2 IS 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees = tt/7 CHECKED BY: SH DATE: 11/20/1 SHEEP 4 OF 4 SIZE 16-0 180 VERTICAL/HORIZONTAL TRACK JUNCTION. UrJm Stated Othem;so 1ARK WESTERFIELD. P.E. - DMENSIONS ARE IN INCHES DWG. NO.: 104710-A/B VER: IBC 'LORIDA P.E. 48495 NC P.E. 23832 TEXAS P.E. 91513 2 l�(�OG�ODA p OO DD UC T AlAPPROOMQL�,1610`� 4 3