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STEEL <br /> <br />REV <br />01 <br />02 <br />03 <br /> <br />DATE <br />9/27/1999 <br />12/01/1999 <br />1/2000 <br /> <br />DESCRIPTION <br />ADD 'CBPC' TO TITLE BLOCK <br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT <br />JAMB ATTACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF <br />HORIZONTAL TRACK SUPPORT BY <br />DOOR INSTALLER (TO SUIT) <br /> <br />SKiN) <br />SKIN) <br />r OPTIONAL DSB GUlSS OR <br />1/S" ACRYLIC LITES AvAILABLE <br />(SEE SECTIO~i B-B) <br />20 GA. MIN. END STILES ATTACHED TO DOOR <br />SKIN WITH PATENTED TOG-L-LOC SYSTEM <br />TOP, BOTTOM & CENTER). <br /> <br />1- 2' TH'CK <br /> <br />3" TALL U-BAR <br />20 GA. GALV, STEEL <br />50 KSI MIN, <br /> <br />r <br /> <br /> <br />!~ISIDE SUDE BOLT <br />LOCK OPTION <br /> <br /> <br /> <br />(1) iNTERMEDIATE STILE <br />ATTACHED W/ TOG-L-LOC (TOP & BOT) <br />AND URETHANE ADHESIVE (ALONG CENTER) <br /> <br />L-1 3" 1- <br />1-7/S" P <br />T <br /> <br />25 GA, MIN. STEEL <br />SKIN COATED WITH G-60 <br />GALVANIZING, BAKED-ON PRIMER, <br />AND A BAKED-ON POLYESTER <br />TOP COAT APPLIED TO BOTH <br />SIDES OF STEEL SKIN, <br /> <br />13 GA GALV. STEEL FUlG BRACKET, <br />EACH FASTENED TO WOOD JAMB WITH <br />(3) 5/16"xl-5/S" WOOD UlG SCREWS. <br /> <br />rr= <br /> <br />1 6 GA. GAL V. STEEL TOP <br />ROUER BRACKET. EA.CH <br />BRACKET ATIACHED 11/(3) <br />#14x5/8" SHEET METAL <br />SCREWS. <br /> <br />'0 <br />I <br />'en <br /> <br />f-- <br />:r: <br />() <br />W <br />:r: <br />Cl:: <br />o <br />o <br />o <br /> <br />'DOOR <br />HEIGHT "L" <br />6 -6 70 <br />7 -0 76 <br />7 -6 S2 <br />8 -0 88" <br /> <br />TRACK CO~mGURATION <br /> <br />LOCK POSITION <br />(BOTH SIDES) <br />TWO POINT LOCKiNG <br /> <br />;- <br />:r: <br />() <br />W <br />:r: <br /> <br />14 GA GAlV STEEL <br />END HINGE EACH <br />r ASTENED TO END <br />STILES 11/(4) #14x5/8. <br />SHEET METAL SCREIIS <br />&: (4) 1/4"x3/4' SELF <br />TAPP1NG SCRE'N$. <br /> <br />f-- "L" <br />:r: <br />o <br />W <br />:r: <br />o <br />z <br />Z <br />w <br />Il.. <br />o <br /> <br />2" GALV, STEEL TRACK, <br />Mi~j, TRACK THiCKNESS: ,060" <br /> <br />Cl:: <br />o <br />o <br />o <br /> <br />ONE 3" TALL x 20 GA <br />50 KSI MI~i. U-BAR <br />PER DOOR SECTION <br />& <br /> <br />r 3" TALL x 20 GA GALV. <br />STEEL U-BAR. ONE U-8AR <br />PER SECTION EACH U-BAR. ATIACHED <br />WITH TWO 1/4'x3/4- SElF TAPPING <br />SCREWS PER STILE LOCATION <br /> <br /> <br />x <br />< <br />~ <br /> <br />E~m <br />STILE <br /> <br />rSLlDE BOLT <br />LOCK ENGAGES <br />/ iNTO VERTICAL <br />TRACK, ONE <br />LOCK or, <br />EACH SiDE <br />OF DOOR, <br /> <br />NUAIR SINGLE HUNG HINDOH SCHEDULE <br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2 <br /> <br />DESI6N <br />PRESSURE (PSF) <br /> <br />DESI6N <br />SUC TI ON (PSF) <br /> <br />-80.0 <br /> <br />-80.0 <br /> <br />CALL SIZE <br /> <br />MANUFACllJRER SERIES ** <br /> <br />END <br />STILE <br /> <br />IA2SH (1/2 325+1) <br />225+1 <br />325+1 <br />IA3 (1/2 33SH) <br />235+1 <br />335+1 <br />IA45+1 (1/2 345+1) <br />24SH <br />34SH <br />IA55+1 (1/2 355+1) <br />255+1 <br />355+1 <br />IAo5+1 (1/2 305+1) <br />20SH <br />305+1 <br />2020SH <br />3020SH <br />4020SH <br />2030SH <br />30305+1 <br />4030SH <br />2040SH <br />3040SH <br />4040SH <br />2050SH <br />3050SH <br />4050SH <br />2000SH <br />3060SH <br />4060SH <br /> <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /><100 <br /> <br />TYP 2-1/2"x12 GA. GALV, STEEL TRACK BRACKET <br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED), <br /> <br />-L <br /> <br />LOCATIO', OF <br />OPTIONAL VENTS <br />OPTiONAL OUTS,CE KEYED LOCK POSiTION <br />MAX. DOOR '"IIDTH 9.0' <br /> <br />~ #14x5/S" SHEET METAL SCREWS <br /> <br />/ i; <br /> <br /> <br /> <br />~O~'I'"d/'" SELF <br />g/ TAPPiNG SCREws. <br />14 GA. END HiNGES <br />VIEW "B" <br /> <br /> <br />13 GA. GALV, STEEL BOTIOM BRACK[T <br />ATIACHED '/11TH TWO # 14x5/8- <br />SHEET METAL SCREWS, <br /> <br />~'~OTE 1: <br />DOORS UP TO 7'-0" H'GH CONSIST OF (4) SECTiONS (SHOWN) <br />DOORS OVER 7'-0" HiGH CONSIST OF (5) SECTiONS (NOT SHOWN) <br /> <br />ALUMINUIoI EXTRUSION <br />&: VI'ffi. WEATHERSTRIP. <br /> <br />SECTION A-A (SIDE ViEW) <br /> <br />IS GA. INTERMEDIATE HINGE <br />VIEW "c" <br /> <br />VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR <br />2000 PSI MIN. CONCRETE COLUMN): <br />3/S"x4" SLEEVE ANCHOR BOLTS ON 24" CENTERS <br />(C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR <br />1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 <br />PSI MIN, CONCRETE), WASHERS INCLUDED WITH <br />SLEEVE ANCHORS, 1-1/4" 00, MIN. WASHERS REQUIRED <br />20 GA. GALV, STEEL ~i~NTEr;r' STILE 'tilTH TAPCONS ANCHORS MAY BE COUNTERSUNK <br />_ (BUT ~WT REQUiRED) TO PROviDE A FLUSH <br />MOUNTING SURFACE, HORiZONTAL JAMBS DO NOT <br />TRANSFER LOAD. <br /> <br /> <br />~ 18 GA GALV, STEEL CENTER HI%E <br />FASTE~,ED TO iNTER. STILES W/(4.) <br /># 14x5/8" SHEET f~ETAL SCREWS <br /> <br />OUTSIDE <br />HANDLE <br /> <br />SUIT) <br /> <br />MOLDED INSIDE <br />LITE RETAINER <br /> <br />#Sx3/4" PAN HEAD SCREW <br />(10 SCREWS PER LITE) <br /> <br />OPTIONAL 10 SCREW <br />WINDOW LITE <br />SECTION B-B <br /> <br />2x6 YELLOW PINE JAMB <br /> <br /> <br /> <br />iNSIDE HANDLE <br /> <br />INTER, <br />STILE <br /> <br />12 GA. GALV. STEEL TRACK / <br />BRACKETS FASTENED TO WOOD JAMBJ <br />WITH ONE 5/16"xl-5/S" UlG SCREW <br />PER TRACK BRACKET. <br /> <br />r SNAP UlTCH ENGAGES <br />ONTO VERTICAL TRACK, <br />lONE SNAP UlTCH ON <br />. EACH SIDE OF DOOR, <br /> <br /> <br /> <br />END <br />STILE <br /> <br />/ <br /> <br />2" GAL V STEEL TRACK FASTENED TO-1 <br />12 GA. GALV. STEEL TRACK BRACKETS. <br />TRACK ATTACHED TO EACH BRACKET <br />1\ WiTY NiE 1/4"x5/8" BOLT & NUT <br />& OR TWO 1/4" DiA RiVETS <br /> <br />\ <br /> <br />l14 GA. GALV. STEEL ROLLER HINGES <br />FASTENED TO END STILES EACH W/(4) <br />#14x5/S" SHEET METAL SCREWS AND <br />(4) 1 /4"x3/4" SELF TAPPING SCREWS <br /> <br />OUTSIDE KEYED <br />HANDLE <br /> <br />PER END HINGE, <br /> <br />OUTSIDE KEYED LOCK <br />LOCK BAR LOCKING <br /> <br />PPFPARATiON OF JAMBS BY OTHERS, <br /> <br />2" DiA SHORT STEM, 10 BALL STEEL ROLLER. <br />oAfAB cormGURAT!or, <br />SECTION C-C <br /> <br />OUTSIDE KEYED LOCK <br />SNAP UlTCH LOCK OPTION <br /> <br />DESIGN LOADS: +250 P,S.F. & -32,0 PSF. <br />TEST LOADS: +37.5 PS,F. & -4S.0 P,S,F, <br /> <br />:JRA Io'lNG ~IJ. <br />101979 <br /> <br />REv <br />03 <br /> <br />NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS <br />SHALL BE THE RESPorjSiBiLiTY OF THE PROFESSiONAL OF <br />RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE <br />N'TH CuRRun 8ULDi~jG CODES FOR THE LOADS liSTED ON <br />THIS DRAWING <br /> <br />DES, BY <br />MW'II <br /> <br /> <br />CHECKED BY <br />MW'II <br /> <br />LOCK BAR <br />ENGAGES IN <br />TRACK ON <br />EACH SIDE <br />OF DOOR <br /> <br />DATE <br /> <br />SCALE <br />NOTED <br /> <br />DESCRIPTION <br />Si~iGLE CAR MODEL 110RW4 & 120RW4 <br />+25,0/-32,0 PSF DESIGN LOAD <br /> <br />REAS DENOTES <br /> <br /> <br />8/26/99 <br /> <br />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): <br />1/2"x3" UlG SCREWS ON 24" CENTERS 1-1/4" 00 MIN. <br />WASHER REQUiRED UlG SCREWS MAY BE COUNTERSUNK <br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING <br />SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. <br /> <br />MAX, DOOR SIZE 9'0"W x 8'0"H <br /> <br />CIOPOY 8U11dil'lj1 Prod~ ComPOr1)l ..... R"'QM:I ReMC\'ed. <br /> <br />The orral"~m$f1tt depicle<j herein a~ u-.. 80:. pro~ <br />oi the Clopo>, Bl"jildin~ Prodi,icU Company and moy' rod: <br />bot reproduced in any form without it:I writtel"l permission_ <br /> <br />[1B P [1 <br /> <br />(513) 381-4800 <br />312 WALNUT STREET6 SUITE 1600 <br />CINCINNA TI, OH 452 2 <br />DM~on of Clopay BuildIng ProdLl(;t. <br /> <br />NUAIR HORIZONTAL ROLLER HINDOH SCHEDULE <br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2 <br /> <br />MODEL' 110RW4 (25 GA STEEL SKIN) <br />MOD <br /> <br />(5) INTERMEDIATE STILES FOR 16' WIDE DOOR <br /> <br />ATTACHED TO DOOR <br />-L-LOC SYSTEM <br />). <br /> <br />'0 <br />, <br />'Xl <br /> <br /> / ~. END STm <br />EL: 120RW4 (24 GA. STEEL SKIN) ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG <br /> A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTTOM & CENTER <br /> I OPTIONAL SSB GUlSS OR - <br /> / l/S" ACRYLiC LiTES AVAIUlBLE /' <br /> / (SEE SECTION B-B) <br /> i= <br /> ~G! I GII[3 E3 E3 ~ <br /> I == <br /> Fe _:1 :1 l /I /I h - \\ ~ ~ = <br /> , <br /> A) <br /> ~ <br /> - 'r ^ B /' (\ ~ <br />t I E ( ( <br />C I i I rc ---- <br /> I - -------- <br /> I I - --- VIEW <br /> ~ V' V'J V'J V\ <br /> CJ D D D D D /LO <br /> ~ ~ g (B <br /> TW <br /> " '\ (, ~ <br /> ~. \ \ <br /> , <br /> 1= = D ,\ D D D / <br /> . /' <br /> .I: Ni I I I Ih ( <br /> ~ LOCATION OF '11I- A ~ <br /> I <br /> <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 /> <br />VIEW "B" <br /> <br />"C" <br /> <br />I <br />o <br />,::;:j <br />I <br /> <br />.'Y <br />o <br />o <br />o <br /> <br />CK POSITION <br />OTH SiDES) <br />o POINT LOCKiNG <br /> <br />x. <br />< <br />~ <br /> <br />OPTIONAL VENTS <br /> <br />OPTiONAL OUTSDE KEYED LOCK POSITION <br /> <br />J <br /> <br />NOTE 1: <br /> <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 /> <br />MAX, DOOR WIDTH = 16' -0" <br />INSIDE ELEVATIONS <br /> <br />& VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR <br />2 000 PSI MIN, CONCRETE COLUMN): <br />3/S"x4" SLEEVE ANCHOR BOLTS ON 20" CENTERS (C-90 <br />BLOCK) OR 24" CENTERS (2,000 PSI MIN. CONCRETE) OR <br />1/4"x4" TAPCON SCREWS ON 16-3/4" CENTERS (2,000 <br />PSI MIN CONCRETE). WASHERS INCLUDED WITH <br />SLEEVE ANCHORS. 1-1/4" 0.0, 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 />OPTIONAL 10 SCREW TRANSFER LOAD. <br />WINDOW LITE <br />SECTION B-B <br /> <br />2x6 YELLOW PINE JAMB <br /> <br />2" THICK <br /> <br /> <br />12 GA. GAlV, STEEL TRACK / <br />BRACKETS FASTENED TO WOOD JAMBJ <br />WITH ONE 5/16"xl-5/S" UlG SCREW <br />PER TRACK BRACKET. <br /> <br />SSB GUlSS OR <br />, /8" ACRYUC UTE <br />#Sx3/4" PAN HEAD SCREW) <br />(10 SCREWS PER LiTE) <br /> <br />25 GA. MIN, STEEL <br />SKiN COATED WITH G-40 MIN, <br />GALVANIZI~IG, BAKED-ON PRIMER, <br />AND A BAKED-ON POLYESTER <br />TOP COAT APPLiED TO BOTH <br />SIDES OF STEEL SKIN, <br /> <br /> <br />OUTSIDE KEYED LOCK <br />LOCK BAR LOCKING <br /> <br />MOLDED INSiDE.../ <br />LiTE RETAINER <br /> <br />SNAP UlTCH ENGAGES <br />ONTO VERTICAL TRACK. <br />ONE SNAP UlTCH ON <br />EACH SIDE OF DOOR, <br /> <br /> <br />HANDLE <br /> <br />r\ <br />C/ <br />--- 12 GA. GALV, STEEL TOP <br />ROLLER BRACKET, EACH <br />BRACKET ATTACHED W/(4) <br /># 14x5/S" SHEET METAL <br />SCREWS, <br /> <br />2" GALV STEEL TRACK FASTENED TO <br />12 GA. GALV. STEEL TRACK BRACKETS, <br />TRACK ATTACHED TO EACH BRACKET <br />WITH ONE 1/4"x5/S" BOLT & NUT <br />OR TWO 1 / 4" DIA RIVETS. <br /> <br />& <br />VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS): <br />1/2"x3" UlG SCREWS ON 18" CENTERS, 1-1/4" 00. MIN, <br />WASHER REQUIRED, UlG SCREWS MAY BE COUNTERSUNK <br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING <br />SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD, <br /> <br />OUTSIDE KEYED <br />HANDLE <br /> <br />& <br /> <br />SHIP UlP JOINTS, <br /> <br />END <br />STILE <br /> <br />PREPARATION OF JAMBS BY OTHERS <br /> <br />3" TALL U-BAR <br />20 GA. GALV, STEEL <br />MIN. YEILD STRENGTH: 50 KSI <br /> <br />14 GA. GALV, STEEL <br />END H,NGE. EACH <br />FASTENED TO END <br />STILES W/(4) #14x5/S" <br />SHEET METAL SCREWS <br />& (4) 1/4"x3/4" SELF <br />TAPPING SCREWS <br /> <br />END <br />STILE <br /> <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, <br /> <br />DESIGN LOADS: +24.0 PSF & -24.5 PSF <br />TEST LOADS: +36,0 PSF & -37.0 PSF <br /> <br />OUTSIDE KEYED LOCK <br />SNAP UlTCH LOCK OPTION <br /> <br /> <br />END -...... <br />STILE <br /> <br />r SLiDE BOLT <br />/ LOCK ENGAGES <br />INTO VERTICAL <br />TRACK ONE <br />LOCK ON <br />EACH SIDE <br />OF DOOR, <br /> <br />SECTION A-A (SIDE VIEW) <br /> <br /> <br />LOCK BAR <br />ENGAGES IN <br />TRACK ON <br />EACH SIDE <br />OF DOOR. <br /> <br />D 3" 1- <br />1-7/8" P <br />T <br /> <br />3" TALL X 20 GA. GA.LV, STEEL U-BARS <br />IN A 2-1-2-1 PATTERN (IE 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 /> <br />INSIDE SLiDE BOLT <br />LOCK OPTION <br /> <br />OUTSIDE <br />HANDLE <br /> <br />13 GA. GALV, STEEL BOTTOM BRACKET, <br />ATTACHED WITH (2) #14x5/S" SHEET METAL SCREWS <br /> <br />ALUMINUM EXTRUSION <br />& VINYL WEATHERSTRIP <br /> <br />elopo)' 8uildi(1Q Prt>ducts Company All Ri'ilhts Reserved. <br /> <br />The arrangements depicted herein are the sole property <br />of the elopay Building Products Company ond may nat <br />be reproduced in any form 'Nithout its written permission <br /> <br />~~~""~~'dPfr~..2IIla~~ <br /> <br /> <br />REV DATE <br /> <br />01 9/27/1999 <br />02 12/01/1999 <br /> <br />03 1/2000 <br /> <br />DESCRIPTION <br /> <br />ADO 'CBPO' TO TITLE BLOCK <br /> <br />CORRECTED BRACKET ATTACHMENT TO ONE BOLT AND NUT <br /> <br />CALL SIZE <br /> <br />LOCATION <br /> <br />+15.0 <br />+15.0 <br /> <br />6ARAeE <br />SERv'ICE DOOR <br /> <br /> <br />POOL BATH <br />DOOR <br /> <br />BREAKFAST TO <br />LANAI DOOR <br /> <br />EXTERIOR <br />FRENCH <br />DOOR <br /> <br />CALL SIZE <br /> <br />2808 (2/8 X 6/8) <br /> <br />2408 (2/4 X 6/8) <br />2668 (2/6 X 618) <br />2668 (2/6 X 6/8) <br /> <br />(2)2068 (4/0 X 6/8) <br />(2)2668 (5/0 X 6/8) <br />(2)2868 (5/4 X 6/8) <br />(2)3008 (6/0 X 6/8) <br /> <br />FOR 8'-0" HI6H UNITS <br /> <br />~,AIN <br />ENTRY <br />DOOR <br /> <br />+15.0 <br />+15.0 <br />+15.0 <br />+15.0 <br /> <br />-80.0 <br />-80.0 <br />-18.4 <br />-80.0 <br /> <br /> <br />HAiN <br />ENTRY <br />DOOR <br /> <br />HAIN <br />ENTRY <br />DOOR <br /> <br />2020HR <br /> <br />HANUF AC 11JRER SERf ES ** <br /> <br />DESI6N <br />PRESSURE (PSF) <br /> <br />DESI6N <br />SUCTION (PSF) <br /> <br />-80.0 <br /> <br />-80.0 <br /> <br />ADDED JAMB ATTACHMENT iNFOR~IATlm~ <br /> <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 /01-13 <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 / 0H3 <br />OH2 / 0H3 <br />OH2 / OH3 <br />OH2 / 0H3 <br />OH2 / 0H3 <br />OH2 / 0H3 <br />OH2 / 0H3 <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 / OH3 <br />OH2 / OH3 <br /> <br />3020t1R <br /> <br />rr= <br /> <br /> <br />HORiZONTAL TRACK SUPPORT BY <br />DOOR iNSTALLER (TO SUIT)" <br /> <br />4020HR <br />5020HR <br />6020HR <br />2030t1R <br />3030t1R <br />4030t1R <br />5030HR <br />603Ot1R <br />2040HR <br />3040t1R <br />4040HR <br />5040t1R <br />6040HR <br />2050HR <br />3050HR <br />4050HR <br />5050HR <br />6050t1R <br /> <br />13 GA GAlV, STEEL FUlG BRACKET. <br />EACH FASTENED TO WOOD JAMB WITH <br />(3) 5/1 6"x 1 -5/S" WOOD UlG SCREWS <br /> <br />f-- <br />I <br />o <br />W <br />:r: <br />Cl:: <br />o <br />o <br />o <br /> <br />TRACK CONFIGURATiON <br /> <br />DOOR <br />HEIGHT "L" <br />6 -6" 70" <br />7 -0 76 <br />7 -6 82 <br />S -0" 8S" <br /> <br />j: "L" <br />o <br />W <br />I <br />o <br />Z <br />Z <br />w <br />Il.. <br />o <br /> <br /> <br />2" GALV. STEEL TRACK, <br />MIN, TRACK THiCKNESS ,060" <br /> <br />TYP, 2-1/2"x12 GA GALV STEEL TRACK BRACKET. <br />(4) TRACK BRACKETS PER SIDE (FACTORY ATTACHED), <br /> <br />#14x5/S" SHEET METAL SCREWS <br /> <br /> <br /> <br /> <br />-LleHTED AREAS DENOTES ASTM' EI300 LIMITATIONS A <br /> <br /> <br />1/4"x3/4" SELF <br />TAPPING SCREWS. <br />14 GA END HINGES IS GA INTERMEDIATE HINGE <br />VIEW "B" VIEW "C" <br /> <br />+50.0 <br />+50.0 <br /> <br /> <br />NUA I R SL I DING GLASS DOOR SCHEDULE <br />TESTED PER ANSI/AMMA/N0lY'lDA 101 /IS2 <br /> <br />CALL SIZE <br /> <br />DESI6N <br />PRESSURE (PSF) <br /> <br />DESI6N <br />SUCTION (PSF) <br /> <br />-64.0 <br /> <br />-55.0 <br /> <br />-31.1 <br /> <br />-55.0 <br /> <br />MANUFAC11JRER SERIES ** <br /> <br />+30 <br /> <br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) <br />20 GA MiN. GALV. STEEL END STILE <br /> <br />5008 S6D <br />0008 S6D <br />8008 S6D <br /><1068 S6D <br /> <br />200 <br />200 <br />200 <br />200 <br /> <br />2D GA. GALV. STEEL I~ <br /> <br /> <br /> <br />7/16" I,D, ROUND PUSHNUT ~ 1S 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 /># 14x5/S" SHEET METAL SCREWS AND <br />(4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. <br /> <br />2" DIA. SHORT STEM, 10 BALL STEEL ROLLER <br /> <br />JAMB CONFIGURATION <br />SECTION C-C <br /> <br />MAX, DOOR SIZE: 16'0"W X S'OH <br /> <br />DES, BY <br />MWW <br /> <br /> <br />REV, <br />03 <br /> <br />DRA I.'ING NO, <br />101980 <br /> <br />CHECKED BY <br />MWW <br /> <br />DESCRIPTION <br /> <br />DOUBLE CAR MODEL 110RW4 & 120RW4 <br />+24/ -24,5 PSF DES!GN LOAD <br /> <br />DATE <br /> <br />SCALE <br />NOTED <br /> <br />S/26/99 <br /> <br />CEPel <br /> <br />(513) 381-4800 <br /> <br />312 WALNUT STREET6 SUITE 1600 <br />CINCINNA TI, OH 452 2 <br />Drvislon of elopay BuildIng Product. <br /> <br />+30 <br />+30 <br /> <br />+30 <br /> <br />NOTE: <br /> <br />IT IS THE CONTRACTORS RESPONSIBILITY TO RE\i1EW ALL DRAWINGS BEFORE CONSTRUCTION <br />BEGINS. DANSCO ENGINEERING PA. IS RESPONSIBLE FOR TtlE STRUCTURAL INTEGRITY OF TtlIS <br />PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTtlER DESIGN PROFESSIONALS' <br />SHOP DRAWINGS, CONTRACTORS' BUILDING METtlODS, AND TtlESE SIGNED AND SEALED <br />DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF DANSCO ENGINEERING P,A, PRIOR TO <br />TtlE COMMENCEMENT OF CONSTRUCTION, <br /> <br />3068 (3/0 X 6/8) <br />(2)2668 (5/0 X 6/8) <br />(2)2808 (5/4 X 6/8) <br />(2)3008 (6/0 X 6/8) <br />(2)3080 (6/0 X 8/0) <br />3068 (3/0 X 0/8) <br />(2)2608 (5/0 X 6/8) <br />(2)2808 (5/4 X 6/8) <br />(2)3008 (6/0 X 6/8) <br />(2)3080 (6/0 X 8/0) <br />3068 (3/0 X 6/8) <br />(2)2668 (5/0 X 6/8) <br />(2)2868 (5/4 X 6/8) <br />(2)3068 (6/0 X 618) <br />(2)3080 (6/0 X 8/0) <br /> <br />CALL SIZE <br /> <br />8 X 1 (OR 80100H) <br /><1 X 1 (OR '10100H) <br /> <br />16 X 1 (OR 160100H) <br /> <br />THERMA- TRU DOORS <br />EXTERIOR DOOR SCHEDULE <br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2 <br /> <br />RIO SIZE <br /> <br />DESI6N <br />PRESSURE (PSF) <br /> <br />DESI6N <br />SUCTION (PSF) <br /> <br />-34.1 <br /> <br />-34,1 <br /> <br />-34.1 <br /> <br />-34,1 <br /> <br />-34,1 <br /> <br />-34,1 <br /> <br />-32.4 <br /> <br />-32.4 <br /> <br />-32.4 <br /> <br />-32.4 <br /> <br />MANUF AC llJRER DESC-RI PTI ON <br /> <br />34 1/2 X 82 1/2" <br /> <br />**100 FLUSH STEEL <br /> <br />+ 25.'1 <br />+25,'1 <br />+25.<1 <br />+25,'1 <br />+25,'1 <br />+25.'1 <br />+24,1 <br />+24,1 <br />+24,1 <br />+24,1 <br /> <br />30 1/2 X 82 1/2" <br />32 1/2 X 82 1/2" <br />32 1/2 X 82 1/2" <br /> <br />**118 ONE LITE STEEL FRENCH <br />**118 ONE LITE STEEL FRENCH <br />**128 TEN LITE STEEL FRENCH <br /> <br />51 1/4 X 82 1/2" <br />63 1/4 X 82 1/2" <br />61 i/4 X 82 1/2" <br />15 1/4 X 82 1/2" <br /> <br />**108 15 LITE STEEL FRENCH <br />**108 15 LITE STEEL FRENCH <br />#108 i5 LITE STEEL FRENCH <br />#108 15 LITE STEEL FRENCH <br /> <br />(Vi) X '10 1/2" <br /> <br />38 1/2 X 82 1/2" <br />63 1/4 X 82 1/2" <br /> <br />+25.'1 <br />+24.1 <br />+24,1 <br />+24.1 <br />+24,1 <br />+25,<1 <br /> <br />-34.1 <br />-32.4 <br />-32.4 <br />-32.4 <br />-32.4 <br />-34.1 <br />-32.4 <br />-32.4 <br />-32.4 <br />-32.4 <br />-34,1 <br />-32.4 <br />-32.4 <br />-32.4 <br />-32.4 <br /> <br />01 1/4 X 82 1/2" <br />15 1/4 X 82 1/2" <br />15 1/4 X <18 1/2" <br />38 1/2 X 82 1/2" <br />63 1/4 X 82 1/2" <br /> <br />**208 STEEL 8 PANEL <br /> <br />+24,1 <br /> <br />61 1/4 X 82 1/2" <br />15 1/4 X 82 1/2" <br />15 1/4 X <18 1/2" <br />38 1/2 X 82 1/2" <br />63 1/4 X 82 1/2" <br />01 1/4 X 82 1/2" <br />15 1/4 X 82 1/2" <br />15 1/4 X <18 1/2" <br /> <br />#FC-60 0 PANEL FIBERCLASSIC <br /> <br />+24.1 <br />+24.1 <br />+24,1 <br />+25,'1 <br />+24,1 <br />+24,1 <br />+24,1 <br />+24.1 <br /> <br />#FC-60 0 PANEL FIBERCLASSIC <br />OR <br />#FC-2000 I LITE FRENCH <br />FIBERCLASSIC <br />( CUSTOMER CHOICE) <br /> <br />BANCO OVERHEAD DOORS, INC. <br />6ARA6E DOOR SCHEDULE <br />TESTED PER ANSI/AMMA/NHHDA 101 /IS2 <br /> <br />TEST LOADS <br />PRESSURE (PSF) <br /> <br />+31.5 <br /> <br />+31.5 <br /> <br />+30.0 <br /> <br />TEST LOADS <br />SUCTION (PSF) <br /> <br />-48,0 <br /> <br />-48.0 <br /> <br />DESI6N LOADS <br />PRESSURE (PSF) <br /> <br />+25.0 <br /> <br />+25.0 <br /> <br />+24.0 <br /> <br />DESI6N LOADS <br />SUCTION (PSF) <br /> <br />-32.0 <br /> <br />-32.0 <br /> <br />-24.5 <br /> <br />-31.0 <br /> <br />EXTERIOR HINDOHS AND DOOR NOTES <br /> <br />1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE TO <br />BE TESTED IN ACCORDANCE WITH ANSIjAMMA/NWWDA <br />101/1S2 STANDARDS AND BEAR AN AMMA OR WDMA <br />LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE <br />CHARACTERISTICS AND APPROVED TESTING ENTIT'(. <br />FBC 1707.4.2.1 <br /> <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 /> <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 /> <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 /> <br />5. ALL WINDOWS BUCKS SHALL EXTEND BEYOND THE <br />INTERIOR LIP OF THE WiNDOW. FBC 1707.4.4.2 <br /> <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 /> <br />DE <br /> <br />MPH <br />GUST <br /> <br />D AN5CO <br /> <br />ENGINEERING, FA. <br />p.o. BOX 3~ - APOLLO eEACA4 - FLORIDA - 33&12 <br />R-IONE - (813) 645 0166 FAX - (813) 645 ~~ <br />e6 .Ae.,,, r(\mESE DRA'MNGS AND DESIGNS ARE mE JOINT PROPERTY OF DANSCO ENGINEERING, PA, AND mE <br />.,..., \':::,/ CUENT ON mls PRO-fCT. ANY REPRQOUCTION OR UNAUmORIZED JSE IS PROHIBITED - 2003 <br /> <br /> <br />ffi CREATED 01-02-02 <br /> <br />3 <br /> <br />120 <br />SEC. <br /> <br />LENNAR ~OMEe <br /> <br />5CALE NOTED <br />DATE '12/(1)2 <br /> <br />TAMPA DIVl61CN <br /> <br />D~ e.v. <br />N:/BLOCKS/STD 2001 <br /> <br />DOOR 4 WINDOW T A6LEe <br /> <br />DE JOe NO. PM - S021 <br /> <br />6DWl <br />