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3 <br />v <br />m <br />m <br />;n o <br />1J 3C <br />J m <br />MODEL: 11ORW4 (25 GA. STEEL SKIN) <br />MODEL: 120RW4 (24 GA. STEEL SKIN) <br />OPTIONAL DSB GLASS OR <br />1/8" ACRYLIC LITES AVAILABLE <br />(SEE SECTION B-B) <br />(1) INTERMEDIATE STILE 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) A (TOP, BOTTOM & CENTER). SKIN COATED WITH G-60 <br />GALVANIZING, BAKED -ON PRIMER <br />AND A BAKED -ON POLYESTER7F <br />TOP COAT APPLIED TO BOTH <br />SIDES OF STEEL SKIN. <br />171 <br />�LI <br />• <br />I <br />®I <br />LOCK POSITION <br />(BOTH SIDES) <br />TWO POINT LOCKING <br />r ONE 3" TALL x 20 GA. <br />50 KSI MIN. U-BAR <br />PER DOOR SECTION. END SLIDE BOLT <br />0 STILE LOCK ENGAGES <br />INTO VERTICAL <br />TRACK. ONE <br />LOCK ON <br />EACH SIDE <br />OF DOOR. <br />3" TALL U-BAR <br />20 GA. GALV. STEEL <br />K 50 KSI MIN. <br />3,. <br />1-7/8" <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/(4) #14.5/8' <br />SHEET METAL SCREWS <br />& (4) 1/4"x3/4" SELF <br />TAPPING SCREWS. <br />TALL x 20 GA. GALV. <br />-EEL U-BAR. ONE U-BAR <br />_R SECTION. EACH U-BAR ATTACHED <br />TH TWO 1/4"x3/4" SELF TAPPING <br />TREWS PER STILE LOCATION. <br />x <br />r <br />ry <br />0 <br />0 <br />o <br />x <br />w <br />x <br />0 <br />z <br />z <br />w <br />CL <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"x1-5/8" WOOD LAG SCREWS. <br />TRACK CONFIGURATION <br />DOOR <br />HEIGHT "L" <br />70- <br />2" GALV, STEEL TRACK, 6 -6 76 <br />7 -0 7 <br />MIN. TRACK THICKNESS: .060" 7- 82 <br />TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. <br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). <br />INSIDE SLIDE BOLT 1 1 <br />#14x5/8" SHEET METAL SCREWS LOCK OPTION <br />0 13 GA GALV. STEEL BOTTOM BRACKET. <br />NOTE 1 ATTACHED WITH TWO #14x5/8" <br />SHEET METAL <br />SCREWS-0 0 DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). <br />DOORS OVER 7'-0" HIGH CONSIST OF (5 SECTIONS (NOT SHOWN). ALUMINUM EXTRUSION FRONT FRAME WITH U.V. <br />1/4"x3/4" SELF <br />0 & VINYL WEATHERSTRIP. COATING ON OUTSIDE SURFACE <br />TAPPING SCREWS. SECTION A -A (SIDE VIEW) <br />14 GA. END HINGES 18 GA. INTERMEDIATE HINGE <br />VIEW "B" VIEW "C" rt r) <br />VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 11 <br />2,000 PSI MIN. CONCRETE COLUMN: SSB GLASS OR OPTIONAL 10 SCREW <br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3/8"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS MOLDED INSIDE 1/8 ACRYLIC LITE WINDOW LITE <br />(C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR <br />20 GA. MIN. GALV. STEEL END STILE 1 /4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 LITE RETAINER SECTION B-B <br />2x6 YELLOW PINE JAMB PSI MIN. CONCRETE). WASHERS INCLUDED WITH #8x3/4" PAN HEAD SCREW <br />SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED (10 SCREWS PER LITE <br />20 GA. GALV. STEEL INTER. STILE 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 INTE <br />BRACKETS FASTENED TO WOOD JAMB TRANSFER LOAD. ONTO VERTICAL TRACK. STIL <br />WITH ONE 5/16"x1-5/8" LAG SCREW <br />PER TRACK BRACKET. <br />18 GA. GALV. STEEL CENTER HINGE <br />FASTENED TO INTER. STILES W/(4) <br />2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES #14x5/8" SHEET METAL SCREWS. <br />12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH WA4) <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 />0 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"z3" 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 />MODEL: 11ORW4 (25 GA. STEEL SKIN) <br />MODEL: 120RW4 (24 GA. STEEL SKIN) <br />OPTIONAL SSB GLASS OR <br />1 /8" ACRYLIC LITES AVAILABLE <br />/ (SEE SECTION B-B) <br />INTER. ' <br />OUTSIDE KEYEC <br />HANDLE <br />ONE SNAP LATCH ON <br />EACH SIDE OF DOOR. <br />OUTSIDE <br />HANDLE <br />OUTSIDE KEYED LOCK <br />SNAP LATCH LOCK OPTION <br />END <br />STILE <br />HANDLE <br />MAX. DOOR SIZE 9'0"W X 8'0"H <br />Cbpay Buldrq Producte Company Nl Righb R-d. <br />The ormng: is depicted herein are the Sole property <br />of the Ctopay Building Products Cogp and may rro <br />be reprndu«e in any form without i6 nitM parmiesiOn. <br />END <br />STI LE <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 />(5) INTERMEDIATE STILES FOR 16' WIDE DOOR. 20 GA. MIN. END STILES ATTACHED TO DOOR <br />ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM <br />AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER). <br />A <br />�j <br />�I <br />n <br />I <br />1 <br />FINI <br />�1 <br />I <br />I'll <br />r <br />I <br />I' <br />n <br />n <br />n <br />1• <br />� <br />1 <br />� <br />1 <br />i <br />1 <br />i <br />i� <br />• <br />AN <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 />1-7/8" <br />7 <br />SECTION A -A (SIDE VIEW) <br />2" THICK <br />VIEW "B" <br />VIEW "C" <br />LOCK POSITION <br />0 <br />BOTH SIDES <br />TWO POINT LOCKING <br />3 <br />U-BARS IN A 2-1-2-1" x 20 GA. U-BARS. <br />PATTERN (I.E. TWO U-BARS <br />ON BOTTOM SECTION, <br />ONE U-BARS ON NEXT <br />SECTION, ETC.) <br />INSIDE ELEVATIONS VERTICAL JAMB ATTACHMENT (C90 BLOCK OR <br />2,000 PSI MIN CONCRETE COLUMN <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 />(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"xt-5/8" WOOD LAG SCREWS. <br />c� <br />TRACK CONFIGURATION <br />x <br />o <br />DOOR <br />0 <br />HEIGHT "L" <br />-C-6" <br />70" <br />II <br />2" A <br />G LV STEEL TRACK, 7 -0 76 <br />� „L„ <br />MIN. TRACK THICKNESS: .060 7 -6 82 <br />= <br />8'-0" 88" <br />w <br />x <br />c� <br />TYP. -1 "x1 GALV. <br />2 2 2 GA G L STEEL TRACK BRACKET. <br />/ <br />z <br />z <br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED). <br />w <br />a <br />0 <br />1 <br />#14x5/8" SHEET METAL SCREWS <br />0 <br />0 0 <br />0 1/4"x3/4" SELF <br />TAPPING SCREWS. <br />14 GA. END HINGES 18 GA. INTERMEDIATE HINGE <br />VIEW "B" VIEW "C" <br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) <br />�20 GA. MIN. GALV. STEEL END STILE <br />2x6 YELLOW PINE JAMB <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 PER TRACK BRACKET. <br />(10 SCREWS PER LITE) SNAP LATCH ENGAGES <br />1 <br />12 GA. GALV. STEEL TOP A\ INTER. <br />ROLLER BRACKET. EACH VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): <br />BRACKET ATTACHED W/(4) 1/2"x3" LAG SCREWS ON 18" CENTERS. 1-1/4" O.D. MIN. OUTSIDE KEYEC <br />#14x5/8" SHEET METAL WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK <br />SCREWS. HANDLE <br />(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 />I <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 TRACK. <br />ONE SNAP LATCH ON <br />EACH SIDE OF DOOR. <br />END <br />STILE <br />HANDLE <br />2" GALV. STEEL TRACK FASTENED TO J <br />12 GA. GALV. STEEL TRACK BRACKETS. <br />TRACK ATTACHED TO EACH BRACKET <br />WITH ONE 1/4"x5/8" BOLT & NUT <br />0 OR TWO 1/4" DIA. RIVETS. <br />PREPARATION OF JAMBS BY OTHERS. <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 />#14x5/8" SHEET METAL SCREWS. <br />14 GA. GALV. STEEL ROLLER HINGES <br />FASTENED TO END STILES EACH W/(4) <br />145/8" SHEET METAL SCREWS AND <br />4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. <br />2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. <br />JAMB CONFIGURATION <br />SECTION C-C <br />OUTSIDE KEYED LOCK <br />SNAP LATCH LOCK OPTION <br />END SLIDE BOLT NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS <br />STILE LOCK ENGAGES END SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF <br />INTO VERTICAL RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE <br />TRACK. ONE <br />STILE DESIGN LOADS: +24.0 PSF & -24.5 PSF <br />WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON <br />LOCK SI INTER. THIS DRAWING. TEST LOADS: +36.0 PSF & -37.0 PSF <br />EACH SIDE STILE MAX. DOOR SIZE: 16'0"W X 8'OH <br />OF DOOR. LOCK BAR MANUFACTURED / PURCHASED SHEET SHEETS DRAWING NO. RE <br />1 1 <br />INSIDE SLIDE BOLT ENGAGES IN MANUFACTURED 101980 <br />LOCK OPTION TRACK ON <br />OUTSIDE EACH SIDE DES. BY CHECKED BY DESCRIPTION <br />HANDLE ° OF DOOR. MWW MWW <br />NUPE I R HORIZONTAL ROLLER WINDOW SCHEDULE <br />TESTED PER ANSI/AMMA/NNNDA 101 /152 <br />GALL SIZE <br />MANUFACTURER SERIES # <br />DESIGN <br />PRESSURE (PSF) <br />DESIGN <br />SUCTION (PSF) <br />2020HR <br />OH2 / OH3 <br />+50.0 <br />-80.0 <br />3020HR <br />OH2 / OH3 <br />+50.0 <br />-&0.0 <br />4 02OHR <br />OH2 / OH3 <br />+ 50.0 <br />5020HR <br />OH2 / OH3 <br />+50.0 <br />6020HR <br />OH2 OH3 <br />+50.0 <br />2030HR <br />OH2 / OH3 <br />+50.0 <br />-80.0 <br />3030HR <br />OO <br />+50.0 <br />=-_=-'- <br />- <br />4030HR <br />OH2 / OH3 <br />+50.0 <br />-== < -53.7s s`. <br />5050 <br />OH2 / O 3 <br />4G I I<-- :.1' : }_:I <br />6030HR <br />OH2 OH3 <br />:. <br />::::: s• + .. 1 I `I_`'_:__:::.-•_ <br />_ _ <br />2040HR <br />OH2 / OH3 <br />+50.0 <br />-80.0 <br />5040HR <br />OH2 / OH3-_=--42.7 <br />==:> ::%- <br />OH2 OH5 <br />E. <br />5040HR <br />OH2 OH3 <br />=_ <br />=--- - -- <br />6040HR <br />H OH3 <br />=___:_:;+ ___ =_ _: _ _ __...... _ ___=` <br />2050HR <br />OH2 / OH3 <br />+50.0 <br />--=_>_-57.6=','=i'% <br />O <br />OH2 / OH3 <br />3G...I €_c_>_'',_:>='....0.- <br />'::__ .:::._:.:::-1 `sa_ _.. _' <br />39........................ <br />4050HR <br />OH2 / OH3 <br />= _ _::_::.+26.1<-' _:�:;:->:_:: <br />1=-s-><_` <br />5050 HR <br />H <br />OH O 3 <br />=-=_`_ _-___ - =_ <br />= + <br />:F._.._ 26.._...._.._._......_.. <br />::..::::...-:..... <br />=_ - <br />-..._........_.... 26.1'':I_I> <br />b050HROH2 <br />/ OH3 <br />..:...:. ....... <br />......._................:,...::..:..._..:.:. <br />NUA I R SL I D I NC C LASS DOOR SGHEDULE <br />TESTED PER ANSI/AMMA/NWWDA 101 /152 <br />GALL SIZE <br />MANUFACTURER SERIES # <br />DESIGN <br />PRESSURE (PSF) <br />DES16N <br />SUCTION (PSF) <br />5068 50D <br />200 <br />+50 <br />6068 560 <br />200 <br />+30 <br />-55.0 <br />8068 SOD <br />200 <br />+30 <br />4068 5GD <br />200 <br />+30 <br />-55.0 <br />THERMA-TRU DOORS <br />EXTERIOR DOOR SCHEDULE <br />TESTED PER ANSI/AMMA/NWNDA 101 /152 <br />LOCATION <br />GALL SIZE <br />R/O SIZE <br />MANUFACTURER DESCRIPTION <br />DESIGN <br />PRESSURE (PSF) <br />DESIGN <br />SUCTION (PSF) <br />GARAGE <br />2868 (2/8 x 6/8) <br />34 1/2 x 82 1/2" <br />#100 FLUSH STEEL <br />+25.G <br />-34.-7 <br />SERVICE DOOR <br />+25.a <br />-34.7 <br />POOL BATH <br />2468 (2/4 x 6/8) <br />30 1/2 x 82 1/2" <br />#10 ONE LITE STEEL FRENCH <br />+25.G <br />-34.7 <br />DOOR <br />2668 (2/6 x 6/8) <br />32 1/2 x 82 1/2" <br />#115 ONE LITE STEEL FRENCH <br />+25.G <br />-34.7 <br />BREAKFAST TO <br />2668 (2/(6 x 6/8) <br />32 1/2 x 82 1/2" <br />#128 TEN LITE STEEL FRENCH <br />+25.G <br />-34.7 <br />LANAI DOOR <br />+25.G <br />-34.7 <br />EXTERIOR <br />(2)2068 (4/0 x 6/8) <br />51 114 x 82 1/2" <br />#105 15 LITE STEEL FRENCH <br />+24.7 <br />-52.4 <br />FRENCH <br />(2)2668 (5/0 x 6/8) <br />63 1/4 x 82 1/2" <br />#105 15 LITE STEEL FRENCH <br />+243 <br />-32.4 <br />DOOR <br />(2)2668 (5/4 x 6/8) <br />67 I/4 x 82 I/2" <br />#10& 15 LITE STEEL FRENCH <br />+243 <br />-52.4 <br />(2)3068 (6/0 x 6/b) <br />75 1/4 x 82 1/2" <br />#108 15 LITE STEEL FRENCH <br />+24.7 <br />-32.4 <br />FOR 8'-O" HI&H UNITS <br />(W) x 48 1/2" <br />MAIN <br />ENTRY <br />DOOR <br />3068 (5/0 x 6/8) <br />38 1/2 x 82 1/2" <br />#208 STEEL 8 PANEL <br />+25.9 <br />-34.7 <br />(2)266b (5/0 x 6/8) <br />63 1/4 x 82 1/2" <br />+24.7 <br />-52.4 <br />(2)2868 (5/4 x 6/8) <br />67 I/4 x 82 I/2" <br />+24.7 <br />-32.4 <br />(2)3068 (6/0 x 6/8) <br />75 1/4 x 82 1/2" <br />+24.7 <br />-32.4 <br />(2)3080 (6/0 x 8/0) <br />75 1/4 x G8 1/2" <br />+24.7 <br />-32.4 <br />MAIN <br />ENTRY <br />DOOR <br />3068 (3/0 x 6/8) <br />38 1/2 x 82 1/2" <br />#FG-60 6 PANEL FIBERGLASSIG <br />+25A <br />-34.7 <br />(2)2668 (5/0 x (9/8) <br />63 1/4 x 82 1/2 <br />+24.7 <br />-32.4 <br />(2)2868 (5/4 x 6/8) <br />67 1/4 x 82 1/2" <br />+24.7 <br />-32.4 <br />(2)3068 (6/O x 6/8) <br />75 I/4 x 82 I/2" <br />+24.-1 <br />-52.4 <br />(2)3080 (6/0 x 8/0) <br />75 1/4 x Q8 1/2" <br />+24.7 <br />-32.4 <br />MAIN <br />ENTRY <br />DOOR <br />3068 (3/O x 6/8) <br />38 1/2 x 82 1/2" <br />#FG-60 6 PANEL FIBERGLASSIG <br />OR <br />#FG-2000 I LITE FRENCH <br />FIBERGLASSIG <br />( CUSTOMER CHOICE ) <br />+25.G <br />-34.7 <br />(2)2668 (5/0 x 6/8) <br />63 I/4 x 82 I/2" <br />+24.7 <br />-52.4 <br />(2)2868 (5/4 x 6/8) <br />67 1/4 x 82 1/2" <br />+24.7 <br />-32.4 <br />(2)3068 (6/0 x (9/8) <br />75 1/4 x 82 1/2" <br />+24.7 <br />-52.4 <br />(2)3080 (6/0 x 8/0) <br />75 1/4 x G8 1/2" <br />+243 <br />-52.4 <br />E3ANCO OVERHEAD DOORS, INC. <br />OARAC7E DOOR SCHEDULE <br />TESTED PER AN51/AMMA/NNNDA 101 /152 <br />GALL 51ZE <br />TEST LOADS <br />PRESSURE (PSF) <br />TEST LOADS <br />5UGTION (PSF) <br />DESIGN LOADS <br />PRESSURE (PSF) <br />DESIGN LOADS <br />SUCTION (PSF) <br />8 x 7 (OR 80700H) <br />+37.5 <br />-48.0 <br />+25.0 <br />-32.0 <br />9 x 7 (OR G0700H) <br />+37.5 <br />-48.0 <br />+25.0 <br />-52.0 <br />16 x 7 (OR 16O700H) <br />+36.0 <br />-37.0 <br />+24.0 <br />-24.5 <br />EXTERIOR WINDOWS AND DOOR NOTES <br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS <br />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, P RF 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 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 />C <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 />1�,�NSCO <br />AoCREATED 01-02-02 ENCINEE�INC�� F.A. <br />PA. BOX 3400 - APOLLO BEACH - FLORIDA - 33512 <br />12 0 MPH PHONE - (813) 645 0166 FAX - (813) 645 S&W <br />EB 4J10 © DRAWINGS AND DESIGNS <br />JOINT <br />NDANSCO <br />CLIENT ON THISPROJECT.ANY REPRODUCTION ENGINEERING, SPROHA 1 <br />PROHIBITED. 2003liE <br />3 SEC. GUST <br />LENN R HOME-5 <br />s <br />a <br />m <br />�m <br />r � <br />:r� c <br />tc m <br />cn <br />J m <br />no <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 not <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 />SCALE NOTED r)PAAiN ay. <br />DATE 1/2�02 TAMPA DIVISION N: /BLOCKS/STD 2001 <br />DOOR 4 WINDOW TA5LES <br />DE JOB NO, Pi" f - 5027 <br />SDw1 <br />