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HomeMy WebLinkAbout17fbc 94 w6 9x7 16107.24A B C D 4 'CLASSIC' RAISED DANEL EMBOSS DOORS MODELS CLOPAY IDEAL HOLMES 24 GA |25 GA 25 GA 84A- 94 73, 75 76 4 RST. 4F*6RST ERS 48, 483 L2. 428 SHORT PANEL LONG PANEL * - MODEL 4F IS FLUS N OFDOOR HEIGHT H OF U-BARSSECTIONS UP TO 7'0' , 4 6 7'3- TO 8'9' 5 8 99- TD 10'6'4 9 13'9' TO 12'3' 7 :1 12'6' TO 14'0' 8 12 14'3· TO 15'9' 9 14 16'0' 10 15 MAX SECTION HEIGHT: 21· B E CD 0 : 0 C IZ b2 -0 M bi 'CARR:AGE HOUSE· RAISED PANEL EMBESS DOORS MEDELS 25 GA 25 GA CLOPAY ·GALLERY· HOLMES 'ARTISTRY' IDEAL. 'CARRIAGE HOUSE' 0 GI)3S. GR-S ARSS ED5S SHORT PANEL LONG PANEL OPTIONAL GLAZING MAY BE - STANDARD OR IMPACT RESISTANT \ GLAZING. SEE SECTION B-B ON SHEET 2 FOR DETAILS. MAX. STANDARD SIZE IS 19-1/2£16: IMPACT RESISTANT GLAZING IS 21-5/8"x 14-1/8".NIAX DLO SIZE TS 18-1/2711", THIS DOOR MEE-S OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILD'NG CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE/- 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 SITE-SPECIFIC CALCULAT]ONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND SPEED (MPH) EXPOSURE CATEGORY MEAN ROOF HEIGHT 155 B. C. D 163 B, C. D 25'15' %i,,ili11lii.,,,,| 40 99'Ib E N ii:. j::%:2 V 2 .· No 63286/>: + i * f SUL j * 1 E-0:99-, Ar : trS1*·. STATE oF .42: 44•n6 K.· L OR \ 0 \. , K DESIGN ENGINEER: SCOTT HAMILTON. P. E. FLORIDA LICENSE No. 63286 4 170 8': 180 B. C 25'15· 195 0. 22 I k-- 59 OL 0I XA Z 0 I 04 0 0 0 hi R , / 3 'N = SHEET: 1 OF 4 8 REV. NO. ZONE: | DATE: 2 ECN NO.APPVD: REVISIONS SH REVISED FOR NEW LOADS. SHORT PANEL/FLUSH MODE.S: (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM. STILE ATTACHED WITH TOG-L-LOC GOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER). LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD IN-TERM_ ST[LE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER). EXTRA INTERV. STILES (1 ) PER LONG PANEL PER SECTION. FIELD-ASTALLED WITH (43 #8 SMS (PER STILE). r-*- - M It , OPTIONAL OUTSIDE KEYED LOCK POSITION q, C IA ---L JLOCATION OF OPTIONAL VENT MAX. DOOR WIDTH = 9'-C" INSIDE ELEVATION 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' AND SHORT 'CARRIAGE HOUSE'ARE ALSO APPROVED. #14x5/8" SHEET f METAL SCREWS A--+J/4"x3/4" SELF T--1/ TAPPING SCREWS <0007 8 '4 GA END HINGES 18 GA VIEW "B" V INTERMEDIATE HINGE V'EW "C" + END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L- LOC SYSTEM (TOP, BOTTOM, & CENTER), -SEE END HINGE ° MEW 8. 0 3/-SEE INTERMED. Hit,GE -- VIEW C. .1 -TWO POINT LOCKING INTO TRACK SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON - EACH SIDE OF DOOR. / UL OUTSIDE -2KEYED -----7* /7 -"I'L END STILE.HANDLE. « 1 -TE INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. 1 DESCRID-ION SLIDE BOLT LOCK END 't> f VERTIC= !;RACK.STILE. T-*5 ONE LOCK ONy EACH SIDE OFDOOR. INSIDE SLIDE BOLT LOCK OPTION. OUTSIDE -4* HANDLE. "C/ DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. Unless Stated Other. se ::Clopay -Tel No. 513-770-4800 8585 Duke Boulevard TOLERANCES ore Moson. OH 45040 USA Bulcing Pri,juc:s Compcoy Fax No_ 513-770-4853 DESCRIPTION:CLASSIC AND OUTSIDE KEYED LOCK WITH LOCK BAR LOCK'NG. END STILE. LOCK BAR ENGAGESIN TRACK ON EACH SIDE OF DOOR. MANUFACTURING PRODUC- CODE SHORT PANEL: PAN-2F153 LONG PANEL: PAN-2F 156 PART NO.: N/A WiNDLOAD RATING 0 * 031 4/6 DP38 00 t.015 CH RD STEEL PAN SC +38/-44 PSF 000 =t.005 .0000 =2.001 DRAWN BY: Mw DATE: 3/15/95 |SCALE: NTS DWG. BDegrees - * 1/2'CHECKED BY: --DATE: - -SHEET 1 OF 4 SIZE Unless Sloted Otherwise DIMENSIO,%S ARE IN INCHES. DWG. NO.: 101348 - A/3 VER: Bc 2 [FLO)[RODA P*ODUCT APPIROVAL 1 81 ©7 A B C D A B C D 4 CLASSIC·RAISED PANEL EMBOSS DOORS MODELS CLOPAY IDEAL HOLMES 24 GA 25 GA 25 GA 844..4 73- -'5 76 4RS-, LF*SRST 2RST 48, 483 42. 428 SHORT PANEL LONG PANEL * - MODEL 4F IS FLUSH .,zillill,zi,/,/, '.0 11 HA/1'1/4'>",4' 1 4490:..OVEATY».8* 4%I f -S·:A - ' E,j:3/zi ),r1'0:* SP'· STATE O F :£025 02.. R ..4 : A. A 01 1>-<¢2·< 0 R \ 0.:·'rs 3'f '>,49/6.4...(14£9>° 1 DESIGN ENGINEER: SCOTT HAMILTON, P.E. 'FLORIDA LICENSE No 63286 4 CARRIAGE HOUSE' RAISED PANEL EMBESS DOORS MODELS CLOPAY 'GALLERY· HJLMES 'ARTISTRY' IDEAL 'CARRIAGE HOUSE' I 25 GA 635S. GR55 ARSS ED55 SHORT PANEL 25 GA LCNG PANE -K 3 SHEET 2 OF 4 PACT-RESISTANT CONSTRUCTION: SOLID DOORS <NO GLAZING) OR DOORS WITH OPTION'AL IMPACT-RESISTANT GLAZING ARE IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED PO_YCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C 1 PLASTIC IN ACCORDANCE WITH FBC 2612 THE ENTIRE DOOR ASSEMBLY INSTALLED IN COLEPLIANCE WJTH 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 ('MPACT-RESISTANT 'GLAZING OP-ION) - DETAIL 'D' OPTIONAL DECORATIVE SNAP-IN INSERT -225-MULTIPURPOSE HIGH BOND TAPE /(BETWEEN FRAME AND FACADE) 01RATIVE FRONT FACADE. 1 STRUCTURAL S.LICONE SEALANT (BETWEEN STEEL SKIN AND FRAME] - POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) #8 x 3/4" PAN HEAD MACHINE SCREWS. IMPACT RESSIANT ONE-PIECE INJECTION MOLDED GE LEXAN SLX2432T FRONT FRAME & GLAZING. IMPACT-RESISTANT ASSEMBLY DETA. LS DRAWING 101348-A + RrV. NO. 17 ZCNE: 2 DATE:ECN NO APPVD. REVISIONS 1 DESCRIPTION i SEE REVISION HISTORY ON SHEET ONE STANDARD ASSEMBLY CONSTRUCTJOA: OPTIONAL DSB OR 1 /8" ACYRL]C LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS P_ASKOLITE OPTIX OR LUC:TE CP APPROVED CC2 PLASTIC IN ACCORDANCE W]TH IBC/FBC 2606. THE ENTIRE DOOR ASSEN#BLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR IN-ERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR Wit.IDEORNE DEBRIS REGIONS fREF. CHAPTER 16 FBC/IBC). SECTION B-B INON-IMPACT RESISTANT GLAZING OPTION) MOLDED INSIDE LITE RETAINER. FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT-RESISTANT FRAME. 125 33 R GLAZINA " #8*3/4- PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DRAMFING 101348-8 MANUFACTURING PRODUCT CODE SHORT PANEL. PAN-2F 153 LONG PANEL: PAN-2F- 56 DES]GN LOADS: -38.0 P.S.F. & -44.0 P.S.F. TEST LOADS: +57.0 P.S. F. & -66.0 P.S.F.PART NO.: N/A Unless Stoted Otherwise 8585 Duke Boulevard WIND)LOAD RATING TOLERANCES Ofe ':Clopay Te!. No. 513-770-4800 Mason, OH 45040 USA Si,ling Produc·s COTDCoy Fox No. 513-770-4853 ,\.46 DP38 DESCRIPTION CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 0 00 000 0000 Decrees *.031 0,5 f.005 i.001 11/2 * DRAWN By: Mw DATE: 3/15/95 SCALE: NTS DWG. B|CHECKED BY: --DATE: --SHEET 2 OF 4 SIZE 1 Unless Stated Otheraise i |DIMENSIONS ARE IN INCHES. DW'G. NO.: 101348 - A/B VER: IBC 2 IFILOIRII[GA P[*OBUCT APPIR©VA[L 1 611 07 A B C D A B C D 'CLASSIC· RAISED PANEL EMBOSS DC]RS MODELS C-CPAY IDEAL HO_PES 24 GA 25 GA 25 GA 84A. 94 1 73, 75 76 4 RST. 4F 6RST 2RST 48, 483 [42, 428| -- SHOR- PANEL LONG PANEL * - MODEL 4F IS FLUSA 4 -7 »3 CARRIAGE HOUSE· RAISED PANEL EMBOSS DOORS MODELS CLOPAY GALLERY· HOLMES ·ARTIS-RY' ]DEAL 'CARRIAGE HOUSE' 25 GA 01155, GRJS AR5S ED5S 25 GA SHORT PANEL LONG PANEL VERTICAL JAME A",ACHMENT (WOOD FRAME BUILDINGS) 3/8"x3" LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HOR]ZONTAL JAMBS DO NOT TRANSFER LOAD. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN): 3/8"*3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PS! MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS OR 1/4"*3" TAPCON SCREWS ON 19" CENTERS (2,000 PS[ MIN. CONCRETE) OR 10" CENTERS (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 3 SHEET: 3 OF 4 REV. NO_| ZON_. 17 2 DATE:ECN NO. | ADPVO: REVISIONS -1 1 DESCRIPTION SEE REV-SION HISTORY ON SHEET CNE =/L 25 GA. MIN. G-40 GALV. STEEL SKIN W[TH A BAKED-ON PRIMER AND A BAKED-ON POLYESTERTOP COAT APPLIED TO ' BOTH SIDES OF STEELOTHER JAMB CONF.GURATIONS. REFER TO DASMA TDS- 161. A LICENSED DESIGN SKIN.PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS 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 IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. ..41,11'li"i,/'.2 -11 HA,1 /4/4,..... i * i.. Mif=»--S- -. 3/0/,r iCE E33) 2 STATE OF .· 4/ 2 '/6NAC»::L OR£ 0,5·f·Sp ///i"'llit"i DESIGN ENGINEER SCOTT HAMILTON, P E FLORIDA LICENSE No. 63286 L + 2" THICK 3" TALL U-BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KS! 1-7/8" ===] -1- L 12 GA. GALV. STEEL TOP ROLLER BRACKE- EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W/(4) EACH # 14x5/8" SHEET METAL SCREWS & (4)I ull'1/4" SELF TAPPING SCREWS. -6 D I I 1 0 \L SEC-ION A-A (SIDE 3" TALL x 20 GA. GALV. STEEL U-BARS TN 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"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. 13 GA GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" S.HEET METAL SCREWS ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. VIEW) MANUFACTURING PRODUCT CODE SHORT PANEL PAN-2F 153 LONG PANEL. PAN-2 F f 56 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. TEST LOADS: -57.0 P.S.F. & -66.0 P.S.F.PART NO.: \/A Un[ess Steled Oherise 8585 Duke Boulevard W]NDLOAD RATING TOLERANCES cre ':Clopay Tel No. 513-770-4800 Mason, OH 45040 USA 0 = 1_031 Builcirq Ptocucts Compiry Fax No. 513-7 ,-4853 ,46 DP38 00 =i 015 DESCRIPTIO!':CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 000 =i.005 0000 = z.001 DRAWN BY. Mw DATE: 3/15/95 SCALE: NTS DWG.Degrees = z 1/2'CHECKED BY: --DATE: -- |SHEET 3 OF 4 SIZE Unless Stated Otherwise DIMENSONS ARE IN INCHES.: DWG. '40.101348 - A/R |VER:!BC 2 FLORODA PRODUCT APPROVAIL 1 81187 B C A. D A B C D CLASSIC' RAISED PANEL EMBOSS DOORS MODELS CLOPAY IDEAL HULMES 24 GA 25 GA | 84 A, 94 73. 75 4RST: F*6RST 48. 488 ,42. 428 SHORT PANEL 25 GA 'D 2RST LONG PANEL * - MODEL 4r IS FLUSH 2" TRACI< CONFIGURATION. NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RAPNG OF THIS DOOR. 0 Z Z 0 3" -RACK IS A-SO AVAILABLE 0'j,„,i"i"i," /ofT HAM It.):,4 3> €8··11,0 E Ne:.4 % . -.Lr: - ...... ..-:4\0.'f'4,0-/ONAL i. 0,'"'„„111,%%' DESIGN ENGINEER: SCOTT HAMILTON, P.E. FLOR'DA LICENSE No. 63286 4 4 tE W I <D lu I 0 ·CARRIAGE HOUSE· RAISED PANEL EMBOSS DOORS MJDELS CLOPAY ·GALLERV' HOLMES 'ARTISTR'·' IDEAL 'C#RRIAGE HOUSE' 25 GA GOBS. ERSS AR5S ED55 SHORT PANEL - DOOR COUNTERBALANCE SYSTEM 25 64 ONG PANEL 13 GA GAIN. STEEL FLAG BRACKET ATTACHED TO JAMB WITH <3) 5/16" X 1-5/8" LAG SCREWS AND TO TRACK WITH <2) 1/4" R:,·ETS. AS RQD SPACING NTE 30" 0 C. : 62"/4 2" GALV. STEEL TRACK, / TRACK THICKNESS- 0.683-. 3»36-*2 TYP. 2-1/2" X 12 GA GALV. ACHED TO JAMB WITH ( 1) 5/16" X 1-5/8" LAG SCREW PER TRACK BRACKET 3: 10" *3-1/2" -4 SHEET: 4 OF 4 HORIZONTAL TRACK SUPPORTBYDOOR '· •· INSTALLER (TO SUIT). DOOR HEIGHT L 6'-6" 70" 7'-0" 76 8'-0" 88" 8' 6" 94 9'-0" 100" 9'-6" '00" 10'-0" 112" 10' 6" 118" 11'-0" 124" 1 -'-6" 130" 12' 0" 136' 12' 6"·42 13' r. 48" 13'-6" 154" 1''-C" 160" 14' 6' 166" -5'-0" 172" 1 c' 6" 1 -'8" 16'-0"'·84" ZONE: 2 DATE: JAMB CONFIGURATION ECN NO APPVD: REVISONS DESCRIPTIO'N SEE REVISION HISTORY ON SHEET ONE. 2*6 SYP WOOD JAME SEE -OPTIONAL STOP MOU_DING BY INSTALLER GO SUIT)."JAUS PREPARAT;ON NOTE". 2 CA GALY. STEEL END STILE. -13><<2 2-1/2" X 12 GA GALV STEEL TRACK BRACKETS FASTENED TO *-r=rf WOOD JAMBS WITH 5/6" X 1-5/8 ID ROUND 1 8 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) EACH #14*5/8" SHEET METAL SCREWS. L 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES */<43 EACH #14*5/8 / SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE 2" GAL/. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" DIA RIVETS OR L r DIA. 7-1/2' LONG STEM. 10 BALL STEEL ROLLER WITH S-EEL OR NYLON TIRE. (8 1/4- X 5/8" BOLT & NUT PER SECTION C-CTRACK BRACKET PREPARATION OF JAMES BY 0-HE:S LHR BRACKET {2-1/2" x 5-3/4" x 12(GA) ATTACHED WITH (2) 1/4- x 3/4" SELF TAPPING r SCREWS. 111 DOUBLE IN TRACK HORIZONTAL DESIGN LOADS: +38.0 P.S.F. dc -44.0 P.S.F. TEST LOADS: -57.3 P.S.F. & -66.0 P.S.F. Unless Stated Other. se ::Clopay Mason, OH 45040 USA 8585 Duke Bculevo'd TOLERANCES ore Tel. No. 513-770-480C C = *031 811110'91; ProcK'S COTDcly Fc, No. 513-770-4853 00 =f.015 DESCRIPTION:CLASSIC 000 =t.005 8000 = t .001 DRAWN BY. MW ,DATE: 3/15/95 Degrees = + 1/2'CHECKED BY: --DATE: -- Uniess Sto:ed Other*'ise |DIMENSIONS ARE IN INCHES. DWG. NO.: 101348 - A/8 MANUFACTURING PRODUCT CODE SHORT PANEL: PAN-2=153 LONG PANEL: PAN-2F-:56 PART NO.: N/A 2 [FIL©RODA PIRODUCT AP[P[ROYAL 11611 ©7 1 DOUBLE TRACK LOW HEADROOM OPTION WINDLOAD RATING 4/ 6 DP38 ANC) CH RP STEEL PAN SC +38/-Z 4 PSF SCALE NTS SHEET 4 OF 4 VER: IBC DWG. 8SIZE A B C D 11