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Lf a-lolk m il-gr�lm <br />u <br />L� <br />m <br />33-6" <br />3T-W2" <br />4'-3Y" 642" �, 6'-0" 514" 5,41 L 9141 <br />1264' <br />C-C.1 C-C C-B.8 C-B.7 C-B.6 (C-B.5 <br />C-B.3 <br />6-0" <br />I V. r I V. CL. - 1 -`F D.F.F. '-5' 20'4' 1 <br />WITH REF. ELEVATION BLDG "D" <br />_ J <br />16 4" ol <br />38'-6" T-D <br />I 40'-33/a" <br />C-B.2 <br />IA\ <br />WI <br />Q <br />CV <br />UUNJ I KUL; I IUN <br />• • <br />'loC1 <br />8"X24" CONC. COL. W/ (8) #5 VERT., <br />#3 TIES @ 8" O.C. 1 1/2" MIN. CLR., <br />TYP. <br />CC-1 CONT. TOP OF WALL <br />0( <br />MARK <br />SIZE <br />DEPTH <br />TOP <br />REINFORCMENT <br />BOTTOM <br />REINFORCMENT <br />F-1 <br />4'-0" SQUARE <br />12 <br />N/A <br />(6) #5 E.W. <br />F-2 <br />5'-0" SQUARE <br />12 <br />6X6XW2.9XW2.9 W.W.F. <br />(8) #5 E.W. <br />F-3 <br />6'-0" SQUARE <br />14 <br />6X6XW2.9XW2.9 W.W.F. <br />(9) #5 E.W. <br />F-4 <br />6-0" SQUARE <br />14 <br />#5 @ 12" O.C. E.W. <br />#5 @ 12" O.C. E.W. <br />F-5 <br />T-0" SQUARE <br />16 <br />6X6XW2.9XW2.9 W.W.F. <br />(10) #5 E.W. <br />F-6 <br />8'-0" SQUARE <br />18 <br />6X6XW2.9XW2.9 W.W.F. <br />(11) #5 E.W. <br />F-7 <br />V-0" SQUARE <br />18 <br />6X6XW2.9XW2.9 W.W.F. <br />(12) #5 E.W. <br />F2.0 <br />2'-0" CONT <br />12 <br />N/A <br />(3) #5 CONT <br />F3.0 <br />3'-0" CONT <br />12 <br />6X6XW2.9XW2.9 W.W.F. <br />(4) #5 CONT. <br />#5 @ 32" O.C. TRANS <br />F5.0 <br />T-0" CONT <br />14 <br />6X6XW2.9XW2.9 W.W.F. <br />5 <br />#5 @ 24" O.C. TRANS <br />FSP-1 <br />23'-0" X 20'-4" <br />20 <br />#7 @ 10" O.C. E.W. <br />#7 @ 10" O.C. E.W. <br />IQTFFI rr)l IIRAIUC <br />MARK <br />DESIGNATION <br />BASE <br />PLATE <br />REINF. <br />NOTES <br />COL "A" <br />HSS4X4X3/16 <br />REF. DETAIL <br />N/A <br />REF. DETAIL S501.13 <br />COL "B" <br />HSS603/8 <br />A <br />N/A <br />COL"C" <br />HSS6X6X318 <br />B <br />N/A <br />ECCENTRIC BASE PLATE <br />COL "D" <br />HSSBX8X318 <br />C <br />N/A <br />COL"E" <br />HSS8XBX3/8 <br />D <br />N/A <br />1RO4Z9: DI &TDC <br />MARK <br />SIZE <br />MATERIAL <br />THK. <br />ANCHOR BOLTS <br />A <br />14"X14" <br />A36 STL. <br />1" <br />(4) 1" THREADED HEADED STUDS <br />[ASTM 1554 GRADE 36] <br />B <br />14"X14" ECC <br />A36 STL. <br />1" <br />(4) 1" THREADED HEADED STUDS <br />[ASTM 1554 GRADE 36] <br />C <br />16"X16" <br />A36 STL. <br />1" <br />(4) V THREADED HEADED STUDS <br />[AS 1554 GRADE 361 <br />D <br />011/2' <br />(4 1 1/2" HREADED HEADED STUDS <br />16"X16" <br />A36 STL. <br />[A GRADE 551 <br />1 <br />Al <br />A <br />,rnKjrpF-TF P. MAROKIPY rOl I IMN4 <br />MARK <br />DESIGNATION <br />TIES <br />VERT. <br />REINF. <br />NOTES <br />MG16 <br />8X8 <br />N/A <br />(2) #5 EA. CELL <br />REF: S002-13 <br />MC-213 <br />8X16 <br />N/A <br />(2) #5 EA. CELL <br />REF: S002-13 <br />MG3B <br />8X24 <br />N/A <br />(2) #5 EA. CELL <br />REF: S002-13 <br />MC4B <br />BX32 <br />N/A <br />(2) #5 EA. CELL <br />REF: S002-13 <br />14PArFC <br />MARK <br />DESIGNATION <br />FROM <br />TO <br />NOTES <br />NOT USED <br />-UNLESS OTHERWISE NOTED, INSTALL12) #5 VERTICAL BAR (EDGE SPACING) IN CONCRETE FILLED CELL <br />[AT3_2"_0_/`C`.l PROVIDE SAME FILLED UELL AT M= <br />JOINTS AN EXPANSION JOINTS, (2) FILLED CELLS AT WALL ENDS, AND (3) FILLED CELLS AT CORNERS. <br />-INTERIOR FOOTINGS HEREIN ARE RELATIVE TO FINISHED FLOOR ELEVATION OF 0'-0". THE TOP OF ALL <br />INTERIOR FOOTINGS SHALL BE THUS: Ml <br />-EXTERIOR FOOTINGS HEREIN ARE RELATIVE TO ADJACENT GRADE. THE TOP OF ALL EXTERIOR <br />FOOTINGS SHALL BE THUS: -1'-4 <br />-REFERENCE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND CONSTRUCTION OF NON -LOAD BEARING <br />MTL STUD WALLS, FIXTURES, AND OTHER ITEMS NOT PRESENTED HEREIN <br />-4" CONCRETE SLAB W/ 3000 PSI CONC. W/ 6X6 W2.lXW2.1 W.W.F. OVER 6 MIL MIN VAPOR BARRIER ON <br />TERMITE TREATED COMPACTED SOIL. (TYP. U.O.N.) <br />-C.J. = CONTROL JOINT / CONSTRUCTION JOINT, TO BE COORDINATED (REF. SUBMITTAL SECTION OF <br />GENERAL NOTES). CONTROL JOISTS SHALL BE V DEEP SAW CUTS TO BE MADE WITHIN 24 HRS OF POUR. <br />-OPENING/ RE-ENTRANT CORNER, TYP. PROVIDE (2) #4 REBAR X 4'-0" LONG AT MID -HEIGHT OF SLAB <br />-DIAGONAL OR K-BRACE MEMBER "UP" p <br />-DIAGONAL OR K-BRACE MEMBER "DOWN" v <br />CONC. COL. W/ (14) #5 VERT., <br />#3 TIES @ 8" O.C. 1 1/2" MIN. CLR., <br />TYP. <br />CC-2 CONT. TO ROOF BRG. <br />r <br />2'-0" <br />CC2 <br />7 8+ <br />C <br />® <br />c <br />U <br />w <br />N <br />U <br />o 0 <br />cl <br />U <br />0 <br />��i <br />O1a 3 <br />PENO U <br />U--t� %, <br />CU <br />W <br />C <br />O <br />Q" <br />0 <br />V <br />(u N 00 <br />c <br />N � <br />�LCD <br />cumc <br />U <br />u J -U <br />�� N <br />Q- N <br />F- ^^� N <br />w L.LMI�(n <br />I <br />U <br />1n <br />a. <br />0 <br />E <br />E <br />U <br />L <br />M <br />N� <br />cu(�c <br />Uj`�0 <br />`L <br />°6 L U <br />w <br />��Q Cn <br />mYNa <br />0 <br />a <br />Z <br />Q <br />a. <br />Z <br />0 <br />Q <br />0 <br />Z <br />J <br />0 <br />w <br />w <br />cn <br />c <br />La <br />� <br />(� <br />4 <br />m <br />z <br />O <br />z <br />cn <br />O <br />Ln <br />m <br />c <br />~ <br />w <br />w <br />cn <br />z <br />o <br />� <br />a <br />m <br />0 <br />1�_ <br />NI <br />ICI <br />CD <br />O <br />N <br />C 5 <br />t[� <br />61� <br />L <br />o <br />CD <br />of <br />f <br />co <br />co <br />CD <br />w <br />N <br />N <br />N <br />d <br />co <br />Z <br />m <br />o <br />U <br />wa <br />crc <br />N <br />w <br />N <br />O <br />$ <br />U <br />m <br />Ix <br />a <br />_ <br />d <br />O <br />O <br />U <br />FOUNDATION PLAN <br />SCALE:118"=1'-V <br />REF: <br />" ft <br />2 CONCRETE COLUMNS <br />SCALE:112 4.0" <br />REF: <br />3 CONCRETE COLUMNS <br />SCALE:117=1'-0" <br />REF: <br />Ww <br />