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BIN B-4 PERMIT 4317
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BIN B-4 PERMIT 4317
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Last modified
7/29/2008 4:35:46 PM
Creation date
6/12/2008 11:00:36 AM
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Building Plans
Street #
7925
Location
MERCHANTVILLE CR
Contractor
US HOMES
Building Plans - Permit #
4317
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<br />I <br /> <br />(1) INTERMEDV\TE STILE <br />ATIACHED W/ TOG-L-LOC (TOP & BOT) <br />AND UREl1-1ANE ADHESNE (ALONG CENTER) <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 /> <br />r- 2" THICK <br /> <br />3' TALL U-BAR <br />20 GA. CALVo STEEL <br />50 KSI MIN. <br /> <br />01 <br />02 <br />03 <br /> <br />DATE <br />9/27/1999 <br />12/01/1999 <br />1/2000 <br /> <br />DESCRIPT illN <br />ADD 'CBPC' TO TITLE BLOCK <br />CORRECTED BRACKET ATIACHMENT TO ONE BOLT AND NUT <br />JAMB ATIACHMENT INFO; 50 KSI STRUTS; +25/-32 PSF <br /> <br />HORIZONTAL TRACK SUPPORT BY <br />DOOR INSTALLER (TO SUIT) <br /> <br />U <br />--.J <br />--.J <br /> <br />~ <br />~ .8 <br />('<) co L.l.. t; ';' <br />I C') OWo <br />c3 ~ ~w~~ <br />_ In <br />~ <'b ~~~ <br />0,-... "-z"- <br />...J ('<) .... 0 (f) <br />1..1.....- ~....w <br />1 co qdj~ <br />I'7' >/daB <br />~ >< ~w~ <br />wi1 <~i5 <br />co ~~~ <br />OtOCO\2<~ <br />...J tOV ~::J::l <br />...J ...- 0'> 0...J ~ <br />o a~ 000 <br />'?,;: In....... ~~z <br />-.. v-" (f)ffiQ <br />I tOO \.:Iwt; <br />0'-'" ~~::l <br />0('<) 3:\.:10 <br />~ro (iidj~ <br />"-' ooa... <br />><, iJj VS i'2 <br />Ow wz>- <br />CO2 ~~~ <br />'0 <br />q:r: @ <br />0...0... <br /> <br />l.() <br />~ <br />N <br />~ <br />C") <br />W <br />0... <br /> <br />ex:> <br />l.() <br />t- <br />O) <br />~ <br />W <br />0... <br /> <br />N <br />N <br />~ <br />o <br /><D <br /> <br />;- <br />I <br />Cl <br />W <br />I <br />Cl:: <br />o <br />o <br />o <br /> <br /> <br />STEEL SKIN) <br />STEEL SKIN) <br />OPTIONAL DSB GLASS OR <br />1/S" ACRYLIC LITES AVAILABLE <br />(SEE SECTION B-B) <br />20 GA. MIN. END STILES ATIACHED TO DOOR <br />SKIN WITH PATENTED TOG-L-LOC SYSTEM <br />TOP, BOTIOM & CENTER). <br /> <br />REV <br /> <br />MODEL: 110RW4 (25 GA. <br />MODEL: 120RW4 (24 GA. <br /> <br />a <br />I <br />Co <br /> <br />"'-\ <br />~ <br />--- 16 GA. GALV. STEEL TOP <br />ROUER BRACKET. EACH <br />BRACKET ATIACHED W/(3) <br />#1 +x5/8" SHEET METAL <br />SCREWS. <br /> <br />fl= <br /> <br />13 GA. GALV. STEEL FLAG BRACKET. <br />EACH FASTENED TO WOOD JAMB WITH <br />(3) 5/16"x1-5/6' WOOD LAG SCREWS, <br /> <br /><.9 <br />z <br />ocr: <br />ut1J <br />U)z <br />z- <br /><(<.9 <br />OZ <br />w <br /> <br />e> <br />Q) <br />..c <br />c <br />Q) <br />~ <br />(!) <br /><( <br /> <br />. <br />o <br />z <br />W <br />0... <br /> <br />r <br /> <br />I..1 3" r- <br />1-7/6. ~ <br />T <br /> <br />#14x5/S" SHEET METAL SCREWS <br /> <br /> <br />rSLlDE BOLT <br />i LOCK ENGAGES <br />INTO VERTICAL <br />TRACK. ONE <br />LOCK ON <br />EACH SIDE <br />OF DOOR. <br /> <br />INSIDE SLIDE BOLT <br />LOCK OPTION <br /> <br />i "L- <br />Cl <br />W <br />I <br />Cl <br />~ <br />Z <br />w <br />CL <br />o <br /> <br />2" GALV. STEEL TRACK, <br />MIN. TRACK THICKNESS: .060' <br /> <br />DOOR <br />HEIGHT "L. <br />6 -6 70 <br />7 -0 76 <br />7 -6 S2 <br />S -0 88 <br /> <br /> <br />..c <br />c <br />~ <br />::J <br />Q) -) :r: <br />::J ~ <br />E C ::J <br />c?5 2: ~ <br />DDD <br /> <br />C <br />o <br />en <br />C <br />Q) <br />CO <br /> <br />~ <br />~ <br /> <br />ONE 3" TALL x 20 GA. <br />50 KSI MIN. U-BAR <br />PER DOOR SECTiON. <br />& <br /> <br /> <br />1+ GA. GALV. STEEL <br />END HINGE. EACH <br />FASTENED TO END <br />STILES W/(+) #1+x5/8. <br />SHEET METAL SCREWS <br />&: (+) 1/4.x3/4. SELF <br />TWPING SCREWS. <br /> <br />.... <br />I <br />Cl <br />W <br />I <br />Ct: <br />o <br />o <br />o <br /> <br />TRACK CONFIGURATiON <br /> <br />LOCK POSiTION <br />(BOTH SIDES) <br />TWO POINT LOCKING <br /> <br />1.- <br />f <br /> <br />LOCATiON OF <br />OPTIONAL VENTS <br />OPTIONAL OUTSIDE KEYED LOCK POSITION <br />MAX. DOOR 'w'lDTH 9'0' <br /> <br />! 3" TALL x 20 GA. CALV. <br />STEEL U-BAR. ONE U-BAR <br />PER SECTION. EACH U-BAR ATIACHED <br />WITH TWO 1/4"x3/4. SELF TAPPING <br />SCREWS PER STILE LOCATION. <br /> <br /> <br />TYP. 2-1/2"x12 GA GALV. STEEL TRACK BRACKET. <br />(4) TRACK BRACKETS PER SIDE (FACTORY ATIACHED), <br /> <br /> <br />1/4"x3/4" SELF <br />TAPPING SCREWS. <br />14 GA. END HINGES <br />VIEW "B" <br /> <br />18 GA. INTERMEDIATE HINGE <br />VIEW "C' <br /> <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 SH6WN). ALUMINUM EXTRUSION <br />&: VINYl W[A THERSTRIP. <br />SECTiON A-A (SIDE VIEW) <br /> <br /> <br />13 GA. CALV. STEEL BOTIOM BRACKET. <br />ATIACHED W1~ TWO # 14x5/8. <br />SHEET METAL SCREWS, <br /> <br />12 GA. GALV. STEEL TRACK ,/ <br />BRACKETS FASTENED TO WOOD JAMB-" <br />WITH ONE 5/16"xl-5/8' LAG SCREW <br />PER TRACK BRACKET. <br /> <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. CONCRm). 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 />TRANSFt:R LOAD. <br />NOTE: THIS ATTACHMENT INFORMATiON MAY BE <br />ALTERNATED BY THE ENGINEER OF RECORD <br />PROVIDED THAT IT HAS AN EQUAL CAPACITY. <br /> <br />MOLDED INSIDE <br />LITE RETAINER <br /> <br /> <br />#8x3/4" PAN HEAD SCREW <br />(10 SCREWS PER LITE) <br /> <br />OPTIONAL 1 D SCREW <br />WINDOW LITE <br />SECTION B-B <br /> <br />20 GA. GALV. <br /> <br />END <br />STILE <br /> <br />en <br />z <br />a <br />en <br />[ij <br />0::: <br /> <br />2x6 YELLOW PINE JAMB <br /> <br /> <br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) <br />20 GA. MIN. GALV STEEL END STILE <br /> <br />INTER. <br />STILE <br /> <br />..tJQIL2.; 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 />OUTSIDE KEYED LOCK <br />SNAP LATCH LOCK OPTION <br /> <br />DES. BY <br />MWW <br /> <br />C>€CKrJl BY <br />MWW <br /> <br /> <br />DRA '.lING Me. <br />101979 <br /> <br />REV. <br />03 <br /> <br />w <br />o <br />I- <br />a <br />z <br />w <br />~ <br />a <br />a <br />LL <br />w <br />0::: <br />~ <br />:::> <br />a <br />en <br /> <br />~i5~~ <br />~ ~ ~ .... <br />>< f!i ~ ~ <br />~ ::l l.L. R <br />"- 0 z U <br />!;,: ~ ~ < <br />w ~ ~ 6 <br />~ ~ i'i! 82 <br />o w < <br />~ ~ ~ ~ <br />~ w Q < <br />~ ~ ~ ~ . <br />wU)w~z <br />~Q~~~ <br />o~i5....g <br />s:: w a: 6 "- <br />w ~ ~ 9 ~ <br />~ ....J ~ en :J <br />5~1i5< <br />(J) w ...J 0 ~ <br />~i5~~5 <br /> <br /> <br />~ <br /> <br />PREPARATiON OF JAMBS BY OTHERS <br /> <br />SHORT STEM, 10 BALL STEEL ROLLER. <br />JAMB CONFlGURATION <br />SECTION C-C <br /> <br />OUTSIDE KEYED <br />HAN 0 LE <br /> <br /> <br />SNAP LATCH ENGAGES <br />ONTO VERTICAL TRACK. <br />ONE SNAP LATCH ON <br />EACH SIDE OF DOOR. <br /> <br />OUTSIDE <br />HAN 0 LE <br /> <br />LOCK BAR <br />ENGAGES IN <br />TRACK ON <br />EACH SIDE <br />OF DOOR. <br /> <br />2" GALV. STEEL TRACK FASTENED TO <br />12 GA. GALV. STEEL TRACK BRACKETS. <br />TRACK ATIACHED TO EACH BRACKET <br />A WITH ONE 1/4"x5/6" BOLT & NUT <br />ill OR TWO 1 /4" DIA. RIVETS. <br /> <br />14 GA. GALV. STEEL ROLLER HINGES <br />FASTENED TO END STILES EACH <br />W/(4) #14x5/8" SHEET METAL <br />SCREWS AND (4) 1/4'x3/4" SELF <br />TAPPING SCREWS PER END HINGE. <br /> <br />18 GA. GALV. STEEL <br />CENTER HINGE FASTENED <br />TO INTER. STILES W/(4) <br />1/14x5/6" SHEET METAL <br />SCREWS. <br /> <br />OUTSIDE KEYED LOCK <br />LOCK BAR LOCKING <br /> <br />END <br />STILE <br /> <br />DESIGN LOADS: +25.0 P.S.F. & -320 P.S.F. <br />TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. <br /> <br />HANDLE <br /> <br />Clopo)' Buikit\9 PrtIductl CQmpgny .... ~~ ReHrved. <br /> <br />1M CJ(T1J(1~rr.<<1W depicted herein IJrtI the 501. propel'ti <br />at the C'~O)I Buildil"\9 Produeta Company and may not. <br />b. reprodUced in Ql'IY form wittlout 1tI written permission. <br /> <br />CEPe <br /> <br />(513) 381-4800 <br /> <br />J I 2 WALNUT STREET6 SUITE 1600 <br />CINCINNATI. OH 452 2 <br />Dfv~Q" of C~ at SlIfldl" Produc~ <br /> <br />::t"- <br />It"- <br />(1)N <br />000 <br />~I <br />""'(1) <br />,...,~ <br />...Jt"- <br />u...1 <br />,..., <br />.{(i) <br />0..1 <br />~~ <br /><{ <br />;- <br /> <br />~ <br />co <br />Q') <br />o <br />L() <br />N <br />=tt <br />W <br />o <br />-~ <br /> <br />o <br />I <br />N <br />L() <br />I <br />f'... <br />~ <br />~ <br />L() <br />~ <br /> <br />VERTiCAL JAMB ATIACHMENT (WOOD FRAME BUILDINGS): <br />1/2"x3" LAG SCREWS ON 24 CENTERS. 1-1/4' 00. MIN. <br />WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK <br />(BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING <br />SURFACE. HORIZONTAL JAMBS DO NOT TRANSFt:R LOAD. <br /> <br />DATE SCAL!: <br />8/26/99 Norm <br /> <br />DESCRIPTION <br />SINGLE CAR MODEL 110RW4 & 120RW4 <br />+25.0/-32.0 PSF DESIGN LOAD <br /> <br />MAX. DOOR SIZE 9'0'W X S'O"H <br /> <br />.... <br />I <br /><.:> <br />W <br />I <br />Ct: <br />o <br />o <br />o <br /> <br /> -/ ~. END SDLES <br />EL: 120RW4 (24 GA STEEL SKIN) ATIACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TO <br /> A AND URETHANE ADHESIVE (ALONG CENTER) (TOP, BOTIOM & CENTE <br /> r OPTIONAL SSB GLASS OR - <br /> 1/S" ACRYLIC LITES AVAILABLE <br /> (SEE SECTION 8-B) <br /> ::;:; E3 E3 E3 E3 E3 = <br /> ===i -r ~ <br /> =:J :1 :1 f :1 ~ - tr l:::: <br /> ~ <br /> - - f\ <br /> \ \ \ B E \ <br /> - <br />C <br /> r-------- r-- <br /> C r- VIEW <br /> II\j f\ ~ I If\J 17\ <br /> D D D D D D VLO <br /> QS 5< ~ (B <br /> TW <br /> '\ <br /> f\ \ \ ^ <br /> D D D \ D D D / <br /> ./ <br /> ,"rir E::;3~n:===l ~ r I i::=:::=:I i::=:::=:I i::=:::=:I IL-t <br /> \-.- LOCATION OF - A 'L OPTI NAL OUT I <br /> - K LOCK POSITI N <br /> <br />(5) INTERMEDIA-E STILES FOR 16' WIDE DOOR <br /> <br />ATIACHED TO DOOR <br />G-L-LOC SYSTEM <br />R). <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 />MODEL' 110RW4 (25 GA STEEL SKIN) <br />MOD <br /> <br />ADD 'CBPC' TO TITIE BLOCK <br />CORRECTED BRACKET ATIACHMENT TO ONE BOLT AND NUT <br />ADDED JAMB ATIACHMENT INFORMATION <br /> <br />HORIZONTAL TRACK SUPPORT BY <br />DOOR INSTALLER (TO SUIT) <br /> <br />z. <br />00 <br />-> <br />~...J <br />>[0 <br />Ow <br /><Cl:: <br />00 <br />~~ <br />...JV1 <br />l.L.wo <br />...J~o <br />< .~ <br />g:z~ <br />zo_ <br />t5g~ <br /> <br />VI'2N "B" <br /> <br />fl= <br /> <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 /> <br />'C' <br /> <br />;- <br />I <br />\.:I <br />W <br />I <br />Cl: <br />o <br />o <br />o <br /> <br />TRACK CONFIGURATION <br /> <br />a <br />I <br />Co <br /> <br />'1." <br /> <br />2. GALV. STEEL TRACK. <br />MIN. TRACK THICKNESS: .060" <br /> <br />DOOR <br />HEIGHT '1." <br />6 -6 70" <br />7 -0 76 <br />7 -6 82 <br />6' -0. 86 <br /> <br />x <br />~ <br /> <br />CK POSITION <br />OTH SIDES) <br />o POINT LOCKING <br /> <br />;- <br />I <br />Cl <br />W <br />I <br />\.:I <br />Z <br />Z <br />w <br />CL <br />o <br /> <br /> <br />TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. <br />(4) TRACK BRACKETS PER SIDE (FACTORY ATIACHED). <br /> <br />3' x 20 GA. U-BARS. <br />U-BARS IN A 2-1-2-1 <br />PATTERN (LE. TWO U-BARS <br />ON BOTIOM SECTION. <br />ONE U-BARS ON NEXT <br />SECTION, ETC.) <br /> <br />#14x5/S" SHEET METAL SCREWS <br /> <br /> <br /> ~~ <br /> LlJO <br />en ZO <br /> ~~ <br />~ W >-::c <br />- 0 ~~ <br />~ ~ z::::!: <br /> -0 <br /> a O~ <br /> LlJl.L. <br /> 01- <br />W Z :::lz <br /> OLlJ <br />0 I- Oen <br /> ~zz <br /> :r: 0..00 <br />W c.9 ~OU) <br />W LlJz- <br /> coLlJ> <br /><.9 ~ 0::: 1-1=5 <br />~ ~a:(3 <br /> >- ~- <br />~ z ~w6 <br /> n.. ::;ji::C....l <br />z a 1-l.L. <br /> ~5g <br /><( ~ 0 0..0 <br />....J en::Cz <br /> -t:LlJ <br /><.9 n.. ~~O <br />0 SHEET NO, n.. <br /> 0::: <br />Cl: a <br /> 0 <br /><( w <br /> 8-11 ::;:?: <br />0 a <br />Z :r: <br /> en <br /><( :::> <br /> L.() <br />t- o <br /> 0 <br />en LAST PLOT N <br /> DATE: March 15,2005 @ <br /> <br />o <br /> <br /> <br />OPTiONAL VENTS <br /> <br />o <br /> <br />S DE EYED <br /> <br /> <br />1/4"x3/4" SELF <br />TAPPING SCREWS. <br />14 GA. END HINGES 1S GA. INTERMEDIATE HINGE <br />VI'2N "B. VIEW "c" <br /> <br />.1:lQlLL <br />DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). <br />DOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS (NOT SH6WN). <br /> <br />MAX. DOOR WIDTH = 16'-0" <br />INSIDE ELEVATiONS <br /> <br />MOLDED INSIDE <br />UTE RETAINER <br /> <br /> <br />OPTIONAL 10 SCR'2N <br />WINDOW LITE <br />SECTION B-B <br /> <br />& V TiCA JAM ATIA HM NT - <br />2000 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. CONCRm) OR <br />1/4"x4. TAPCON SCREWS ON 16-3/4" CENTERS (2,000 <br />PSI MIN. CONCRffi). WASHERS INCLUDED WITH <br />SLEEVE ANCHORS, 1-1/4" 00. 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 />TRANSFER LOAD. <br />NOTE: THIS ATIACHMENT INFORMATiON MAY BE <br />ALTERNATED BY THE ENGINEER OF RECORD <br />PROVIDED THAT IT HAS AN EQUAL CAPACITY. <br /> <br />2x6 YELLOW PINE JAMB <br /> <br /> <br />STOP MOULDING BY DOOR INSTALLER (TO SUIT) <br />20 GA. MIN. GALV. STEEL END STiLE <br /> <br />#S<3/4" PAN HEAD SCREW <br />(10 SCREWS PER LITE) <br /> <br />12 GA. GALV. STEEL TRACK ,/ <br />BRACKETS FASTENED TO WOOD JAMB...../' <br />WITH ONE 5/16"x 1-5/8" LAG SCREW <br />PER TRACK BRACKET. <br /> <br />20 GA. GALV STm '~~ <br /> <br /> <br /> <br />7/16. 1.0. 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 />1/14x5/S" SHEET METAL SCREWS AND <br />(4) 1/4'x3/4" SELF TAPPING SCREWS PER END HINGE. <br /> <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 /> <br /> <br />2" THICK <br /> <br />SHIP LAP JOINTS. <br /> <br /> <br />"'-\ <br />~ <br />--- 12 GA. GALV. STEEL TOP <br />ROLLER BRACKET. EACH <br />BRACKET ATTACHED W/(4) <br />#14x5/S" SHEET METAL <br />SCREWS. <br /> <br />& <br /> <br />VERTICAL JAMB ATIACHMENT (WOOD FRAME BUILDINGS); <br />1/2"x3" LAG SCREWS ON 1S" CENTERS. 1-1/4. OD. 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 /> <br />~ <br /> <br />OUTSIDE KEYED <br />HAN D LE <br /> <br /> <br />SNAP LATCH ENGAGES <br />ONTO VERTICAL TRACK. <br />ONE SNAP LATCH ON <br />EACH SIDE OF DOOR. <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 />PREPARATiON OF JAMBS BY OTHERS. <br /> <br />2" 01A. SHORT STEM, 10 BALL STEEL ROLLER. <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 HINGE. EACH <br />FASTENED TO END <br />STILES W/(4) #14x5/6" <br />SHEET METAL SCREWS <br />& (4) 1/4"x3/4" SElf <br />TAPPING SCREWS. <br /> <br />JAMB CONFIGURATION <br />SECTION C-C <br /> <br />I..1 3. f- <br />1-7/S" ~ <br />T <br /> <br />3" TALL x 20 GA. GALV. STEEL U-BARS <br />IN A 2-1-2-1 PATIERN (I.E. TWO U-BARS <br />ON BOTIOM SECTiON, ONE U-BAR ON NEXT <br />SECTION, ETC.). EACH U-BAR ATIACHED <br />WITH 1/4'x3/4" SELF TAPPING SCREWS <br />PER STILE LOCATION. <br /> <br />OUTSIDE KEYED LOCK <br />SNAP LATCH LOCK OPTION <br /> <br />MAX. DOOR SIZE: 16'0"W X 8'OH <br /> <br />DESIGN LOADS: +24.0 PSF & -24,5 PSF <br />TEST LOADS: +36.0 PSF & -37.0 PSF <br /> <br />NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AlL <br />DRAWINGS 3EFORE CONST~uCTlON BEGINS. DA'iSCO <br />ENGINEERING, LLC IS RESPONSIBLE FOR THE STRUCruRAL <br />INTEGRITY OF THIS PROJECT ONLY ANY DISCREPANCY BEl\^iEEN <br />FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, <br />CONTRACTORS' BUILDING METHOOS, AND THESE SIGNED AND SEALED <br />DRAWINGS MUST BE BROUGHT TO THE A TIENTlON OF DANSCO <br />ENGiNEERING, LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION <br /> <br />END <br />STilE <br /> <br />HANDLE <br /> <br />1:!..QlE....2.; n-:E DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS <br />SHALL BE THE RESPONSIBIUTY OF THE PROFESSIONAL OF <br />RECORD FOR THE BUILDING OR STRUCTURE N-JD IN ACCORDANCE <br />WlTI1 CURRENT BUILDING CODES FOR THE LOADS LISTED ON <br />THIS DRAWING. <br /> <br />DES. BY <br />MWW <br /> <br /> <br />DRA 1.'1 NG NO. <br />101980 <br /> <br />REV. <br />03 <br /> <br />END <br />STILE <br /> <br />SLIDE BOLT <br />LOCK ENGAGES <br />INTO VERTICAL <br />TRACK. ONE <br />LOCK ON <br />EACH SIDE <br />OF DOOR. <br /> <br />INSIDE SLIDE BOLT <br />LOCK OPTION <br /> <br /> <br />INTER. <br />STILE <br /> <br /> <br />END <br />STILE <br /> <br />OUTSIDE KEYED LOCK <br />LOCK BAR LOCKING <br /> <br />Clopoy Buildin9 Producl3 Compony AI Ri9hts Re:;,or.ed. <br /> <br />The orronlijements depicted herein ore the sole property <br />of the Clopay Bull~in9 Produ<:ts Compony and may not <br />b. reproduced in any form ....ithout its written permission, <br /> <br />CEPC <br /> <br />(513) 361-4600 <br /> <br />312 WALNUT STREET6 SUITE 1600 <br />CINCINNA T1, OH 452 2 <br />Division of Clopay 9u/kfIng Product. <br /> <br />,,----~ <br />/' ........ <br />/ " <br />/ , <br />I \ <br />I \ <br />I I <br />\ I <br />\ I <br />\ / <br />'" / <br />" / <br /> <br />.......---/ <br /> <br />CHECKED BY <br /> <br />MWW <br /> <br />DESCRIPTION <br />DOUBLE CAR MODEL 110RW4 & 120RW4 <br />+24/ -24.5 PSF DESIGN LOAD <br /> <br />13 GA. GALV. STEEL BOTTOM BRACKET. <br />ATTACHED WITH (2) #14x5/S" SHEET METAL SCR'2NS. <br /> <br />ALUMINUM EXTRUSION <br />& VINYL WEATHERSTRIP. <br /> <br />OUTSIDE <br />HANDLE <br /> <br />LOC K BAR <br />ENGAGES IN <br />TRACK ON <br />EACH SIDE <br />OF DOOR. <br /> <br />DATE SCALE <br />6/26/99 NOTED <br /> <br />SECTION A-A (SIDE VIEW) <br /> <br />L <br />
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