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<br />EXTERIOR CONC. APRON <br /> <br />\5 <br />200 <br />o~ <br />'" <br />"-'" <br /><<~ <br />~"- <br />"-" <br />ON <br />~"- <br />0_ <br /> <br />BUILDING WALL <br /> <br />2 1/2" FROM EDGE <br />OF CONCRETE TO <br />BRACKET <br /> <br />3/4"x1" SURE <br />SEAL <br />100'+4" <br />4" MIN. <br /> <br /> <br />HOLO EXTERIOR GRACE-"; <br />DOWN 4" FROM TOP <br />OF CONC. <br /> <br /> <br />79-101 CONe. BRACKET <br />ATTACHED TO COLUMN <br />WITH (2) 1/2"0 BOLTS <br /> <br />DATE: <br />9/15/11 <br />DRAWN BY: <br />A. JORENBY <br />SCALE: <br />1/8"=1'-0" <br />SALES SPECIALIST: <br />ZEAL <br />VERONA <br />REVISIONS: <br />NO. DATE BY <br />1 --- -- <br />2 --- -- <br />3 --- -- <br /> <br />GIRTlINE (CONCRETE <br />TO OUTER EDGE OF <br />GIRTUNE) <br /> <br />CENTER TO CENTER OF DOOR COLUMNS <br />1.0. OF DOOR <br /> <br /> - <br /> 1-. <br /> N <br />'" (6) 5/8"0 <br />N TOP OF CONe. BOLT HOLES <br /> ---~ <br /> 3/8" THICK (4) 3/16". <br /> NAJL HOLES <br /> '" 3 \'IIDE STEEL <br /> J 5" J W <br /> <br /> <br />PLACE BOllS THROUGH <br />SHADED HOLES IF ONLY <br />(2) BOLTS ARE REOUIRED <br /> <br />11 SP NON-lRfATED <br />3-PlY 2x6 COlUMN <br /> <br />RECOMMENDED DETAILS WHEN <br />EXTERIOR CONC. APRON IS PRESENT <br /> <br />N <br /> <br />COlUMN RESTS ON 1/2" <br />lRfATED PlYWOOD SIlIll <br /> <br />EDGE OF BUILDING <br />SLAB ElEV."100'+0" <br /> <br /> <br />100'+0" <br /> <br />SEE DETAIL "K <br />THIS PAGE <br /> <br />BUILOING FOUNDATION TO BE <br />DESIGNED BY, PROVIDED BY <br />AND INSTALLED BY OTHERS <br /> <br />A <br /> <br />B <br /> <br />M~CAL MEMBER <br /> <br /> <br />L1l:J~TION OF 5" <br />ANGLE FlANGE <br />(AWAY FROM COLUMN) <br /> <br /> <br />'" <br /> <br />TRACK MOUNT <br />OOOR COLUMN <br />GIRTUNE <br /> <br />, <br />, <br />, <br />, <br />, <br />~ "..... <br />, <br /> <br />N <br />~ <br />"- <br />S <br />o <br /> <br />20'" <br />",,,, <br />----J ~ ~ <br />~'" <br /><'l<'l <br />H <br />~~ <br />:0-- <br /> <br />CORNER <br />COLUMN <br /> <br />2 1/2" <br /> <br />STANDARD 79-101 <br />CONCRETE BRACKET DETAIL <br /> <br />CONCRETE BRACKET PLACEMENT DETAIL <br />WITH 2x6 COLUMNS <br /> <br />5 <br />200 <br />o~ <br />'" <br />"-'" <br />"'~ <br />"- <br />~ <br />"-' <br />ON <br />~"- <br />0_ <br /> <br />SLOPE 2" <br /> <br />"'~ <br /> <br />~NORTH- <br /> <br />EXTERIOR CONC. APRON <br /> <br />0> <br />" <br />" <br />w <br />--' <br /><( <br />o <br />'1 <br />o <br />z <br />o <br />O~ <br />d,<( <br />vo <br />00 <br />;:00 <br />o~ <br />'" ~ <br />~o <br />...I'" <br />0;(0 <br />~ai <br />~ .. <br />~ "0 <br />o " <br />"'- <br />:2: 'E <br />--'D- <br />c " <br />~ ro <br />'" 0 <br />::1i <br />'" <br />c: <br />o <br />I'! <br />" <br />D- <br />:i <br />e <br />" <br />E '" <br />E -g <br />~~ <br /> <br />.i::ci <br />10 c: <br />D- 0 <br />"0 ro <br />ai <( <br />(J) >. <br />E ill <br />'" "0 <br />Z .l!l <br /><D .!;: <br /> <br />8 1/2" WITH 2,6 COLUMN <br />10 1/4" WITH 2x8 COlUMN <br /> <br /> <br />DOOR COLUMN I n, I <br />111 I <br />TRACK MOUNT -----,-. I tl <br />TREATED PlANK j I I IVl <br />j 11 IAl <br />OVERHEAD DOOR-' :r - - 'i <br />I <br /> <br />'" <br />I <br />'" <br />n <br /> <br /> 7'-9" 8'-0' B'-o" 7'-103/4" 8'-2" 8'-0" 8'-0" 3'-4" 9'-8 1/2' 3'-1 3/4" <br /> 4 1/2" . 4 1/2" <br /> .1 .1 II .1 <br /> "'TIT ... ... ... T ... ... 0- I' <0 <br /> '" '~I '" I, <br /> : : N : : N <br />'" "- "- 8'-11 1/2" <br /> II -.- II '" <br />"- "- -.- -.- <br />n II n "- II n "- 3'-6 1/4' "- <br />~ ~ n ~ - n <br /> 0 <br />I I , ~ ~ <br />'" 0, I I <br /> '" a 0, <br /> 32'-0' - 40'-0" <br /> N I <br /> "- <br /> SLOPE CONCRETE SLAB 2" N <br /> ~ I AT ALL OVERHEAD DOOR :0- II <br /> I II <br />N I N OPENINGS (SEE SECTION ~ II N <br /> I "- 'B" THIS PAGE) N II <br />"- "- "- '" '" <br /> I II , , <br />~ I ~ II - a a <br />I I I I II , - n <br />N I 0- 0, II '" <br /> - N /If" <br /> I "- II Jo' -0' <br /> N I II -Ox/<. <br /> "- I ~ -0' <br /> I <br /> ~ <br /> '" -.- -.- <br />-~ -.- ;:-,- :::- "- <br />;:-,- "- w <br /> , I N <br /> 0 I <br />~ '" '" '" <br />, I <br />'" 0, <br /> ;,,+-~ ;,,1 ~-'k", <br /> ... ~ ... ... ... ... <br /> I' I' <br /> 7'-9' e'-o" e'-o' ]'-10 3/4" 8'-2' 8'-0' 8'-0" 8'-0' 8'-2 1/4' <br /> 72'-0" <br /> <br />72'-0" <br /> <br /> :z <br /> ::s <br /> 0.. <br />e: ~ <br /> => <br />0::: 0 <br />Lw w ~ <br />en <br />J L <br /> >- ti <br />... 0 <br />BS 0::: ~ <br />W <br />:z: 0 <br />w <( <br />h 0::: <br />- "<l- eD <br />:J I W <br />0:::: 0 ti <br />~ <br />~ x 0::: <br />N 0 <br />r-- <br />x :z <br />a 0 0 <br />I") 0 <br /> <br />DETAil "A" <br />AT OVERHEAD DOOR <br /> <br />TRACK MOUNT <br />DOOR COLUMN <br />TREATED PlANK <br />OVERHEAJO DOOR <br /> <br />BUILDING <br />FOUNDATION <br /> <br />(MAXIMU_M A~RON., SLOPE APRON <br />ELEV. - 99 + 10 1/2' PER FOOT <br /> <br />EXTERIOR CONC. APRON <br /> <br />100'+0' <br /> <br />EXPANSION JOINT <br /> <br />SECTION "AU <br />AT EXTERIOR WALL <br /> <br />BUILOING <br />FOUNDATION <br /> <br />MAXIMUM APRON <br />ELEV. " 99'+!O" SLOPE APRON <br />2" SLOPE 1/2" PER FOOT <br /> <br />EXTERIOR CONC. APRON <br /> <br />100'+0" <br /> <br />EXPANSION JOINT <br /> <br />~ <br />CLtAAY <br />BUILDING CORP, <br />ClearyBuilding,com <br />190 PAOLI STREET <br />P,O, BOX 930220 <br />VERONA, WI 53593 <br />(800) 373-5550 <br />JOB NO" <br />LM20 11049 <br />SHEET <br />30F7 <br /> <br />SECTION "B" <br />AT OVERHEAD DOOR <br />