Laserfiche WebLink
MODEL: 110RW4 (25 GA. STEEL SKIN) <br />MODEL: 120RW4 (24 GA. STEEL SKIN) <br />OPTIONAL DSB GLASS OR <br />1 /8" ACRYLIC LITES AVAILABLE <br />1) INTERMEDIATE STILE (SEE SECTION B-B) <br />( 20 GA. MIN. END STILES ATTACHED TO DOOR <br />ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM 25 GA. MIN. STEEL <br />AND URETHANE ADHESIVE (ALONG CENTER) q \(TOP, BOTTOM & CENTER). SKIN COATED WITH G-6C <br />GALVANIZING, BAKED -ON PRIMER <br />AND A BAKED -ON POLYESTEF <br />TOP COAT APPLIED TO BOTF <br />SIDES OF STEEL SKIN <br />IN <br />1_ <br />• <br />� (I -II I -II <br />� II I-�I� I -�I <br />n <br />r� <br />II■I�IIir��I� <br />II■1 <br />i M <br />I'-�f <br />• <br />-_=-------------- <br />IKE- <br />LOCK POSITION <br />BOTH SIDES <br />TWO POINT LOCKING <br />ONE 3" TALL x 20 GA. <br />50 KSI MIN. U-BAR <br />PER DOOR SECTION. <br />END 1 SL DE BOLT <br />STILE LOCK ENGAGES <br />INTO VERTICAL <br />TRACK. ONE <br />LOCK ON <br />EACH SIDE <br />OF DOOR. <br />INSIDE SLIDE BOLT <br />3" TALL U-BAR <br />20 GA. GALV. STEEL <br />K 50 KSI MIN. <br />1-7/-78 <br />1 <br />16 GA. GALV. STEEL TOP <br />ROLLER BRACKET, EACH <br />BRACKET ATTACHED W/(3) <br />#14x5/8- SHEET METAL <br />SCREWS. <br />LAP JOINTS. <br />14 GA_ GALV. STEEL <br />END HINGE. EACH <br />FASTENED TO END <br />STILES W 14x5 <br />/(4) # 8" <br />/ <br />SHEET METAL SCREWS <br />& (4) 1/4"0/4" SELF <br />TAPPING SCREWS. <br />TALL x 20 GA. GALV. <br />'EEL U-BAR. ONE U-BAR <br />rR SECTION. EACH U-BAR ATTACHED <br />TH TWO /3. 1 44" SELF TAPPING <br />x <br />% <br />'REw S PER STILE LOCATION. <br />2 <br />w <br />x <br />0 <br />0 <br />0 <br />11 <br />O <br />w <br />x <br />0 <br />z <br />z <br />w <br />d <br />0 <br />HORIZONTAL TRACK SUPPORT BY <br />DOOR INSTALLER (TO SUIT) <br />- 13 GA. GALV. STEEL FLAG BRACKET. <br />EACH FASTENED TO WOOD JAMB WITH <br />(3) 5/16"xt-5/8" WOOD LAG SCREWS. <br />TRACK CONFIGURATION <br />DOOR <br />HEIGHT "L" <br />6 -6 70 <br />2" GALV. STEEL TRACK, 7 -0 76 <br />MIN.. TRACK THICKNESS: .060" <br />7 -6 82 <br />8 -0 88 <br />TYP. 2-1 2"02 GA. GALV. STEEL TRACK BRACKET. <br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). <br />#14x5/8" SHEEP METAL SCREWS <br />LOCK OPTION <br />p 13 GA. GALV. STEEL BOTTOM BRACKET. <br />NOTE 1 ATTACHED WITH TWO #14x5/8" <br />SHEET METAL SCREWS. <br />DOORS UP TO 7'-0" HIGH CONSIST OF 4 SECTIONS (SHOWN). <br />O O <br />( <br />ALUMINUM EXTRUSION <br />R '- I NIT F SECTIONS (NOT SHOWN). <br />LUMI <br />DOORS OVER 7 HIGH CONSIST S 0 5 SECT O S O S bU.V. 0 T FRAME WITH U FRONT () ( ) F 0 <br />O <br />1 /4"x3/4" SELF & VINYL WEATHERSTRIP. COATING ON OUT <br />SIDE TSIDE SURFACE <br />TAPPING SCREWS. SECTION A -A (SIDE VIEW) <br />14 GA. END HINGES 18 GA. INTERMEDIATE HINGE <br />VIEW "B" VI "C" n n <br />VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 11 <br />2,000 PSI MIN. CONCRETE COLUMN): SSB GLASS OR OPTIONAL 10 SCREW <br />3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS 1/8" ACRYLIC .LITE WINDOW LITE <br />STOP MOULDING DOOR INSTALLER SUIT) (C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR MOLDED INSIDE <br />20 GA. MIN. GALV. <br />V. STEEL END STILEE 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER SECTION B-B <br />2x6 YELLOW PINE JAMB #8x3(10 PAN HEAD R LITE <br />PSI MIN. CONCRETE). INCLUDED WITH (10 SCREWS PER LITE <br />SLEEVE ANCHORS 1-1/4" O.D. MIN. WASHERS REQUIRED <br />0 A. GALV. STEEL R. STILE <br />2 G EE E S L WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK <br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH <br />12 GA. GALV. STEEL TRACK MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SNAP LATCH ENGAGES INTf <br />BRACKETS FASTENED TO WOOD JAMB TRANSFER LOAD. ONTO VERTICAL TRACK. STIL <br />WITH ONE 5/16"xt-5/8" LAG SCREW I ONE SNAP LATCH ON <br />PER TRACK BRACKET. EACH SIDE OF DOOR. <br />\_ <br />INTER. STILE <br />18 GA. GALV. STEEL CENTER HINGE <br />T I W 4 FASTENED 0 INTER. STILES <br />OUTSIDE <br />O D <br />/ e <br />14x5 8" SHEET METAL SCREWS. <br />/ � HANDLE <br />2" GALV. STEEL TRACK FASTENED TO OUTSIDEKEYED <br />A DLE <br />14 GA. GALV. STEEL ROLLER HINGES <br />E <br />E <br />12 GA. RACK BRACKETS. t_F l GALV. STEEL T A ETS. FASTENED TO END STILES EACH W/(4) HAND <br />TRACK ATTACHED TO EACH BRACKET 14x5 8" SHEET METAL SCREWS AND <br />/ <br />4 1 4"x3 4" SELF TAPPINGSCREWS PER END HINGE. <br />WITH ONE 1 4"x5 8" BOLT &NUT # <br />0 2 <br />OR TWO 1/4- DIA. RIVETS. <br />2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. <br />JAMB CONFIGURATION <br />PREPARATION OF JAMBS BY OTHERS. SECTION C-C <br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS <br />SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF <br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE <br />WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON <br />THIS DRAWING. VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): <br />1 /2"0" LAG SCREWS ON 24' CENTERS. 1-1 /4" O.D. MIN. <br />WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK <br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING <br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. <br />END <br />STILE <br />HANDLE <br />OUTSIDE KEYED LOCK <br />SNAP LATCH LOCK OPTION <br />MAX. DOOR SIZE 9'O"W X 8'0"H <br />Cbpay Binding Product. Company All Right. R"s d• <br />The orrnngement, depicted herein me the sob props <br />of the Gopq Building Products Comppany and may no. <br />-_-be reproduced in any form without' written pami�esion. <br />END <br />STILE <br />LOCK BAR <br />ENGAGES IN <br />TRACK ON <br />EACH SIDE <br />OF DOOR. <br />OUTSIDE KEYED LOCK <br />LOCK BAR LOCKING <br />DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. <br />TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. <br />MODEL: 1 10RW4 (25 GA. STEEL, SKIN) (5) INTERMEDIATE STILES FOR 16' WIDE DOOR. 20 GA. MIN. END STILES ATTACHED TO DOOR <br />MODEL: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM <br />AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER). <br />OPTI <br />NAL SSB <br />18" ACRYLIC (/EEO SECTION I B)SAVAILABLE <br />A <br />C <br />_ <br />I <br />I <br />��.ft <br />i. <br />I <br />I'I <br />■ <br />1 <br />I <br />�1 <br />li. <br />i. <br />• <br />� 1 <br />� <br />1 <br />1 <br />11 <br />■ <br />11 <br />1 <br />1 <br />NOTE 1: <br />DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). <br />DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). <br />25 GA. MIN. STEEL <br />SKIN COATED WITH G-40 MIN. <br />GALVANIZING, BAKED -ON PRIMER, <br />AND A BAKED -ON POLYESTER <br />TOP COAT APPLIED TO BOTH <br />SIDES OF STEEL SKIN. <br />SHIP LAP JOINTS. <br />3" TALL U-BAR <br />20 GA. GALV. STEEL <br />MIN. YEILD STRENGTH: 50 KSI <br />�� 3 �- <br />1-7/8T" <br />I <br />SECTION A -A (SIDE VIEW) <br />2" THICK <br />VIEW "B" <br />VIEW "C" <br />LOCK POSITION <br />BOTH SIDES <br />TWO POINT LOCKING <br />3" x 20 GA. U-BARS. <br />U-BARS IN A 2-1-2-1 <br />PATTERN (I.E. TWO U-BARS <br />ON BOTTOM SECTION, <br />ONE U-BARS ON NEXT <br />SECTION, ETC.) <br />INSIDE ELEVATIONS 0 VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR <br />2,000 PSI MIN CONCRETE COLtlMN): <br />3/8"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 <br />BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR <br />FRONT FRAME WITH U.V. 1/4"x4 TAPCON SCREWS ON 16-3/4" CENTERS (2,000 <br />COATING ON OUTSIDE SURFACE PSI MIN. CONCRETE). WASHERS INCLUDED WITH <br />SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED <br />WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK <br />n (BUT NOT REQUIRED) TO PROVIDE A FLUSH <br />MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT <br />SSB GLASS OR OPTIONAL 10 SCREW TRANSFER LOAD. <br />HORIZONTAL TRACK SUPPORT BY <br />DOOR INSTALLER (TO SUIT) <br />13 GA. GALV. STEEL FLAG BRACKET. <br />EACH FASTENED TO WOOD JAMB WITH <br />(3) 5/16"x1-5/8" WOOD LAG SCREWS. <br />TRACK CONFIGURATION <br />DOOR <br />HEIGHT "L" <br />6'-6" 70" <br />2" GALV. STEEL TRACK <br />7 -0 76 <br />MIN. TRACK THICKNESS: .060" <br />7 -6 82 <br />8'-0" 88" <br />TYP. 2-1 2"x12 GA. GALV. STEEL TRACK BRACKET. <br />4 TRACK BRACKETS PER SIDE(FACTORY ATTACHED). <br />#14x5/8" SHEET METAL SCREWS. <br />O <br />0 0 <br />O 1/4"x3/4" SELF <br />TAPPING SCREWS. <br />14 GA. END HINGES 18 GA, INTERMEDIATE HINGE <br />VIEW I VIEW I <br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) <br />2x6 YELLOW PINE JAMB f <br />20 GA. MIN. GALV. STEEL END STILE <br />20 GA. GALV. STEEL INTER. STILE <br />1 /8" ACRYLIC LITE WINDOW LITE 12 GA. GALV. STEEL TRACK <br />MOLDED INSIDE SECTION B-B BRACKETS FASTENED TO WOOD JAMB <br />LITE RETAINER WITH ONE 5/16"x1-5/8" LAG SCREW <br />#8x3/4" PAN HEAD SCREW r SNAP LATCH ENGAGES PER TRACK BRACKET. <br />(10 SCREWS PER LITE) <br />R K <br />1 <br />12 GA. GALV. STEEL TOP INTER. <br />ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WQOD FRAME BUILDINGS : <br />BRACKET ATTACHED W/(4) 1/2"x3" LAG SCREWS ON 18 CENTERS. 1-1/4" O.D. MIN. OUTSIDE KEYED <br />#14x5/8" SHEET METAL WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK HANDLE <br />SCREWS. (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING <br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. <br />14 GA, GALV, STEEL <br />END HINGE. EACH <br />FASTENED TO END <br />STILES W/(4) #14x5/8" <br />SHEET METAL SCREWS <br />& (4) 1 /4"x3/4" SELF <br />TAPPING SCREWS, <br />3" TALL x 20 GA. GALV. STEEL U-BARS <br />IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS <br />ON BOTTOM SECTION, ONE U-BAR ON NEXT <br />SECTION, ETC.). EACH U-BAR ATTACHED <br />WITH 1/4"x3/4" SELF TAPPING SCREWS <br />PER STILE LOCATION. <br />ONTO VERTICAL T AC . <br />ONE SNAP LATCH ON <br />EACH SIDE OF DOOR. <br />'\- 7/16" I.D. ROUND PUSHNUT 18 GA. GALV. STEEL CENTER HINGE <br />FASTENER (ONE PER ROLLER) FASTENED TO INTER. STILES W/(4) <br />2" GALV. STEEL TRACK FASTENED TO / L_ 14 GA. GALV. STEEL ROLLER HINGES #14x5/8" SHEET METAL SCREWS, <br />12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) <br />TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND <br />WITH ONE 1/4"x5/8" BOLT & NUT 4) 1/4"x3/4 SELF TAPPING SCREWS PER END HINGE. <br />Q OR TWO 1/4- DIA. RIVETS. <br />END PREPARATION OF JAMBS BY OTHERS. <br />STILE 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. <br />HANDLE JAMB CONFIGURATION <br />SECTION C-C <br />NUA I R S I HOLE HUNG WINDOW SGHEDULE <br />TESTED PER AN51/AMMA/NV4V0A 101 /152 <br />DESIGN DESIGN <br />GALL SIZE <br />MANUFACTURER SERIES # <br />PRESSURE (P5F) SUCTION (PSF) <br />IA25H (1/2 3254) <br />GOO <br />+75.0 -&O.O <br />225H <br />GOO <br />+15.0 -&O.O <br />325H <br />a 00 <br />_l+__ _ ________ - _-__ _ _- -__ ___ <br />_.._ 63.2>-,__:. _=:>_ _ := : :_'-b3 21_;t_ <br />I A3 (112 335H) <br />a00 <br />+75.0 -&O.O <br />235H <br />a00 <br />: < : <br />335H <br />3a.0 1`= => it <br />IA45H 45H <br />(I/2 3 ) <br />a00 <br />_........._._............_....._......_...._.._.._..._._.............._ <br />'- ::=''>- a'r--:£s``: <br />245H <br />GOO <br />_ 52. f'1- '`W >" =�"�'„ °�; i <br />H <br />CIOO <br />IA55H (I/2 355H) <br />a00 <br />5�.1' ''^='".='-_;=;=_ 57.1-:_<--,_:r=::=_: <br />255H <br />GOO <br />4&.6=`x- ma's:: ='s �> 48.6=T `=: -' <br />IA&SH (112 365H) <br />a00 <br />+50.4: •-:_' :- _??::=:T u-rj0.4'_°:: % e.:": <br />265H <br />S i=.>:.:;=ins"-:.ai=':'__:_:__;;�_:;._�,z•--�a.__:::r. <br />42.O:ran- :<:>:<:;:.:: __::r,::•;::..-4 .O':=;i:;i:; <br />2 <br />365H <br />GOO <br />1c=`•:?'#:-28.a <br />20205H <br />a00 <br />+75,0 -&O.O <br />30205H <br />GOO <br />+75.0 -80.0 <br />40205H <br />a00 <br />+75.0 -1&.4 <br />20305H <br />a00 <br />+15.0 -50.0 <br />30305H <br />CTOOIB <br />56.1= '• ` I =w: _ ==56. f^ T--= - ' <br />40305H <br />GOO <br />-- __._ 43.2 _: M. -':=T-43.2 <br />20405H <br />GOO <br />+75.0 -&O.O <br />30405H <br />a <br />56.1'_- ::I=::r'r-56.1':iw'-'?=__: <br />40405H <br />a00 <br />43.2z = 'Trs N.E. -4 <br />20505H <br />GOO <br />- -- - -- <br />>: 5G.3 `: •: ; ''-5a.3 `:`? s`-: <br />..__.... _...w;-:. .__,__ ...__=..:......_... <br />o505H <br />a00 <br />4a. '= <br />40505H <br />a00 <br />-_ : _=+36.3? ?_ ':: : _t <br />GOO <br />- <br />3 605H <br />CTOO_ <br />,:�:::......:......._ .,.:.:�:. <br />_ 42.0•.`:-. ":::;:�:���; �:��� __�� 42.0•i�l�n�'_3 <br />40605H <br />a00 <br />__.... 32.1:�� '=�;;<•�-:-;�:�:�j,� �-32.1'�r:�"�:;-.I�: <br />NUAIR HORIZONTAL ROLLER WINDOW SGHEDULE <br />TESTED PER ANSI/AMMA/NHHDA 101 /152 <br />GALL SIZE <br />MANUFACTURER SERIES # <br />DESIGN DESIGN <br />PRESSURE (PSF) SUCTION (P51=) <br />202OHR <br />OH2 / OH3 <br />+50.0 -&O.O <br />5020HR <br />OH2 / OH3 <br />+50.0 -50.0 <br />4020HR <br />OH2 / OHB <br />+50.0 <br />5020HR <br />OH2 / OH3 <br />+50.0 = - _=s-5a.a ', .s'- <br />6020HR <br />H H <br />O 2 / O 3 <br />+ --- -- _-_ __- <br />50.0 W' 51.1=� <br />2030HR <br />OH2 / OH3 <br />+50.0 -50.0 <br />3030HR <br />OH2 / OH3 <br />50.0 .b�= <br />4050HR <br />OH2 / OH3 <br />+50.0 <br />5030 <br />OH2 / <br />4a f=: s_ .......... ; <- <br />6030HR <br />OH2 / OH3 <br />7 <br />2040HR <br />OH2 / OH3 <br />+50.0 -50.0 <br />3040HR <br />OH2 / OH3t: <br />: ::;: t=-42.7`?•:s _":`?->-'s <br />4040HR <br />OH2 / OH3 <br />__.___.__.___.__..__.__.........._._....._ <br />- - <+31.2_- `- = : " > <-37.2t`1:='=........... .. <br />5 40HR <br />OH2 / OH3 <br />6040HR <br />OH2 / O. 3 <br />I� -�--`:u=.�_ <br />2050HR <br />OH2 / OH3 <br />+50.0 <br />3050HR <br />OH2 / OH3 <br />;` <br />- <br />4050HR <br />OH2 / O <br />_ .­ii��.�=-26.1����-��=;��= <br />HR <br />H OH3 <br />�._. <br />li: ?s.:.`-^ n;= ^:Y:j :: <br />b05OHR <br />OH2 / OH3 <br />==:_i+26.1 _ 'Y ::= :- _..... <br />NUA I R SL I D I NO OLASS DOOR SGHEDULE <br />TESTED PER AN51/AMMA/NWWDA 101 /152 <br />GALL 51ZE <br />MANUFACTURER SERIES # <br />DE51ON <br />PRESSURE (PSF) <br />DE51GN <br />SUCTION (P5F) <br />5068) 500 <br />200 <br />+50 <br />-64.6 <br />6065 SOD <br />200 <br />+50 <br />-55.0 <br />5065 5GD <br />200 <br />+30 <br />a068? SGD <br />200 <br />+30 <br />-55.0 <br />THERMAL-TRU DOORS <br />EXTERIOR DOOR SGHEDULE <br />TESTED PER AN51/AMMA/WNDA 101 /152 <br />LOCATION <br />GALL 51ZE <br />R/O SIZE <br />MANUFACTURER DESCRIPTION <br />PRESSURE {PSF) <br />5U � SION <br />(PSF) <br />GARAGE <br />29>6& (2/& x 6/5) <br />34 1/2 x b2 1/2" <br />#100 FLUSH STEEL <br />+25.G <br />-34.1 <br />SERVICE DOOR <br />+25.a <br />-34.1 <br />POOL BATH <br />246& (2/4 x 6/&) <br />30 1/2 x 52 1/2" <br />#II& ONE LITE STEEL FRENCH <br />+25.a <br />-34.7 <br />DOOR <br />266& (2/6 x 6/&) <br />32 I/2 x &2 I/2" <br />#II& ONE LITE STEEL FRENCH <br />+25.a <br />-34.1 <br />A A <br />BRE KF ST TO <br />266& 2 x 6& <br />( ) <br />32 1 2 x &2 12" <br />125 TEN LITE STEEL H <br />EL FRENCH <br />+ 25.a <br />-34. 7 <br />LANAI R <br />L DOOR <br />25.a <br />_ <br />-34.1 <br />EXTERIOR <br />(2)206& (4/0 x b/&) <br />51 1/4 x 52 1/2" <br />#10& 15 LITE STEEL FRENCH <br />+24.1 <br />-32.4 <br />FRENCH <br />(2)266& (5/0 x 6/&) <br />63 1/4 x &2 1/2" <br />#10& 15 LITE STEEL FRENCH <br />+24.1 <br />DOOR <br />(2)286& (5/4 x 6/&) <br />6-f 1/4 x &2 1/2" <br />#108 15 LITE STEEL FRENCH <br />+24.1 <br />-32.4 <br />(2)306& (6/0 x 6/&) <br />75 1/4 x &2 1/2" <br />#10& 15 LITE STEEL FRENCH <br />+24.1 <br />-32.4 <br />FOR 6-0" HIGH UNITS <br />(W) x G& 1/2" <br />MAIN <br />ENTRY <br />DOOR <br />3068) 30x6& <br />3812x&212" <br />#20& STEEL 5 PANEL <br />+25.a <br />-34.7 <br />(2)2668 (5/0 x 6/&) <br />63 1/4 x &2 1/2" <br />+24.1 <br />-32.4 <br />(2)28,6& (5/4 x 6/&) <br />67 1/4 x &2 1/2" <br />+243 <br />-32.4 <br />(2)306& (6/0 x 6/5) <br />15 I/4 x &2 I/2" <br />+24.1 <br />-32.4 <br />(2)3o&O (6/0 x &/O) <br />75 1/4 x G& 1/2" <br />+24.1 <br />-52.4 <br />MAIN <br />ENTRY <br />DOOR <br />306& (5/0 x 6/&) <br />3& 1/2 x &2 1/2" <br />#FG-b0 6 PANEL FIBERGLASSIG <br />+25A <br />-34.7 <br />(2)2665 (5/0 x Ole,) <br />63 1/4 x &2 1/2" <br />+24.7 <br />-52.4 <br />(2)2&6& (5/4 x 6/&) <br />61 1/4 x &2 1/2" <br />+243-32.4 <br />(2)3065 (6/0 x 6/&) <br />75 I/4 x 82 I/2" <br />+24,1 <br />-52.4 <br />(2)3050 (6/O x 5/0) <br />15 1/4 x a& 1/2" <br />+243 <br />-32.4 <br />MAIN <br />ENTRY <br />DOOR <br />306& & 3/O x 6 <br />3& I/2 x &2 I/2" <br />#FG-60 6 PANEL FIBERG AS51G <br />L <br />OR <br />#FG-2000 1 LITE FRENCH <br />FIBERG A I L 55 G <br />(CUSTOMER CHOICE) <br />+ 25.a <br />- 34.1 <br />(2)266& (5/0 x 6/&) <br />63 1/4 x 52 1/2" <br />+24.1 <br />-52.4 <br />(2)2&6& (5/4 x 6/&) <br />61 1/4 x &2 1/2" <br />+24.1 <br />-32.4 <br />(2)306& (6/0 x (0/8') <br />75 1/4 x &2 1/2" <br />+24.7 <br />-32.4 <br />(2)3050 (6/0 x &/O) <br />75 1/4 x a& 1/2" <br />+24.7 <br />-32.4 <br />BANCO OVERHEAD DOORS, ING. <br />OARA6E DOOR SGHEDULE <br />TESTED PER ANSI/AMMA/NWWDA 101 /152 <br />GALL SIZE <br />TEST LOADS <br />PRESSURE (P5F) <br />TEST LOADS <br />SUCTION (PSF) <br />DESIGN LOADS <br />PRE55URE (P5F) <br />DE51ON LOADS <br />SUCTION (P5F) <br />& x 1 (OR &070014) <br />+31.5 <br />-4&.0 <br />+25.0 <br />-32.0 <br />G x 1 (OR aOlOOH) <br />+51.5 <br />-4&.O <br />+25.0 <br />-52.0 <br />16 x 1 (OR 1 &0-10014) <br />+36.0 <br />-31.0 <br />+24.0 <br />-2.4.5 <br />EXTERIOR WINDOWS AND DOOR NOTES <br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO <br />BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA <br />101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA <br />LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE <br />CHARACTERISTICS AND APPROVED TESTING ENTITY. <br />FBC 1707.4.2.1 <br />2. ALL EXTERIOR WINDOWS SHALL BE ANCHORED PER <br />THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS <br />TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. <br />FBC 1707.4.4.1 <br />3. ALL EXTERIOR WINDOWS AND DOORS WHERE <br />E BUCK <br />THICKNESS IS LESS THAN 1-1/2" SHALL BE ANCHORED <br />THROUGH THE JAMB INTO THE STRUCTURAL SUBSTRATE. <br />FBC 1707.4.4.2 <br />4. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK <br />THICKNESS IS 1-1/2- OR GREATER, THE BUCK MUST <br />BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD <br />DIRECTLY TO THE STRUCTURE. WINDOWS AND DOORS <br />SHALL BE ANCHORED THROUGH THE JAMB INTO THE <br />WOOD BUCK. FBC 1707.4.4.2 <br />5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE <br />INTERIOR LIP OF THE WINDOW. FBC 1707.4.4.2 <br />6. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE <br />ARE REQUIRED TO BE TESTED OR ENGINEERED TO <br />TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE <br />ROUGH OPENING SUBSTRATE. FBC 1707.4.5.1-1707.4.5.4 <br />OUTSIDE KEYED LOCK <br />SNAP LATCH LOCK OPTION <br />END <br />SLIDE BOLT <br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS <br />STILE <br />LOCK ENGAGES <br />INTO VERTICAL <br />TRACK. ONE <br />STDILE <br />SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF <br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE <br />WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON DESIGN LOADS: +24.0 PSF & -24.5 PSF <br />Ao <br />CREATED <br />01-02-02 <br />LOCK ON <br />EACH SIDE <br />INTER. <br />STILE <br />THIS DRAWING. TEST LOADS: +36.0 PSF & -37.0 PSF <br />MAX. DOOR SIZE: 16'0"W X 8'OH <br />OF DOOR. <br />- <br />LOCK BAR <br />MANUFACTURED / PURCHASED <br />SHEET <br />SHEETS <br />DRAWING NO. REV. <br />120 <br />M P H <br />INSIDE SLIDE BOLT <br />LOCK OPTION <br />ENGAGES IN <br />TRACK ON <br />MANUFACTURED <br />1 <br />1 <br />101980 03 <br />GUST <br />OUTSIDE <br />EACH SIDE <br />DES, BY <br />CHECKED BYJ <br />DESCRIPTION <br />HANDLE i <br />OF DOOR. <br />MWW <br />MWW <br />-13 GA. GALV. STEEL BOTTOM BRACKET. <br />ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. <br />ALUMINUM EXTRUSION <br />& VINYL WEATHERSTRIP. <br />OUTSIDE KEYED LOCK <br />LOCK BAR LOCKING <br />Clopay Building Products Company All Rights Reserved. <br />The arrangements depicted herein are the sole property <br />of the Clopoy Building Products Company and may no <br />be reproduced in any form without its written permission. <br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION <br />BEGINS. DANSCO ENGINEERING P.A. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS <br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' <br />SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED <br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P.A. PRIOR TO <br />THE COMMENCEMENT OF CONSTRUCTION. <br />