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38965 CR 54
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38965 CR 54
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Last modified
3/3/2025 12:02:53 PM
Creation date
2/18/2025 3:16:25 PM
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Building Plans
Street #
38965
Location
CR 54
Contractor
Norr Architects Engineers Planners
Building Plans - Permit #
Unknown
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8„ <br />`-9OoO01.1 <br />Dia= <br />w <br />3/4" <br />p\ <br />i <br />all_T <br />00 010 <br />0110 <br />00 O O <br />°° <br />2„ <br />4.. <br />1 <br />00 010 <br />8" <br />2„ 2„ <br />DETAIL A <br />EW � 2„ I 2„ <br />1 —0 <br />DETAIL E <br />Dia= 3/4" <br />5 <br />10.1 <br />0 <br />L <br />O O <br />� <br />O _ <br />��• ; 6„ <br />6„ <br />O O 1 1 /2" <br />2»CL � 2" <br />DETAIL I Base EL. 99'-4" <br />8" 1p <br />I I W °fprre 8.. <br />—T— <br />°° o' 9O <br />0 4' F <br />00 00 0 <br />�0 <br />I� 2„ I ]4" <br />_—�—_ 00 010 <br />2" <br />2" 2" 8"1 --L— Sw <br />EW 2»W� 2» <br />See Plan 4j <br />DETAIL B DETAIL F <br />Dia= 3/4" Dia= 3/4" <br />3 �o�, <br />V) Q„ 9O pro Q» <br />I�--=T---I{ <br />( FOUNDATION DESIGN NOTES: <br />a0 O (O O 0110 1. THE ORIENTATION OF THE ANCHOR BOLT DETAILS SHOWN ON THIS PAGE MAY NOT <br />4" ( I 4" COINCIDE WITH THE ACTUAL COLUMN ORIENTATION SHOWN ON PAGE Ft. PLEASE <br />00 O 1 O 0 1 0 REFERENCE THE SIDEWALL (SW) AND ENDWALL (EW) STEEL LINES SHOWN ON THE <br />ANCHOR BOLT DETAILS WITH THE ANCHOR BOLT PLAN ON PAGE F1 DURING LAYOUT <br />2" 4" <br />—�— EW —'�— SW OF COLUMN AND ANCHOR BOLT LOCATIONS. <br />2. COLUMN BASE PLATES MAY HAVE MORE HOLES THAN ARE REQUIRED DUE TO <br />PRODUCTION LIMITATIONS. PLEASE FOLLOW ANCHOR BOLT DETAILS FOR QUANTITY <br />2 ' 2" 2" 2' OF ANCHOR BOLTS REQUIRED. EXTRA BASE PLATE HOLES DO NOT NEED INFILLED <br />1-4� See Plan PER THE MBS DESIGN SPECIFICATIONS. <br />DETAIL C DETAIL G <br />Dia= 3/4" Dia= 1 " q <br />8" 9�°�p�` 8" 2" <br />O <br />�F-1'—COUJMN <br />CLR. OPENING VARIES: <br />OD ( - 'o COLUMN 21"-3$" <br />O 1 14" 1 4,. a (USE (2) 1/2" DIA EXPANSION <br />O o m <br />FINISH BOLTS PER COLUMN) a <br />G0 O � O n '� FLOOR GIRT DEPTH + 2" '- ' .1. <br />2" 4" <br />—EW Sw <br />~ANCHOR~ BOLT _ v ANCHOR BOLT <br />2" 2" 2" 2" 02 <br />'f SECTION <br />A a m m <br />See Plan See Plan '`'f "=0 "+ - (RECOMMENDED) <br />TYPICAL OVERHEAD DOOR eaeFFNc <br />DETAIL D DETAIL H TYPICAL COLUMN BASE PLATE DETAIL FRAMED OPENING TYPICAL COLUMN BASE PLATE DETAIL <br />LJL.. <br />O) J <br />J = C'4 w <br />co <br />co <br />Ta.LL- <br />WN LU C <br />ZJ <br />J <br />QO 0 _ m <br />U <br />�0 <br />w� <br />W co J d ? O <br />aC700 CO 0 UJI mono <br />No 84502 <br />STATE OF <br />l� <br />04 <br />4-- <br />O <br />N <br />LL <br />
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