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HomeMy WebLinkAbout05050040.3�N cc cl I c- J I 0 0 0 0 a- 0 0 a- m CD 0 d O i 0 d- I i2 m � J J D 1 �ct LL- IN' 0 i i� E z rn 3 D rn I � 00 Lp 00 0 LO 0 00 0 d- 0 c� 0 O i Io N O LO 0 LO O O N I / i Z W r � !o i D I LL 0 34'-0" O 35' -3" 40` _ 0 40 %" 1{x'_84 >, 24'-6 a FOUNDATION &SLAB ON GRADE PLAN 1/16" = 1' -0" PLAN NOTES: 1. SEE DRAWING F2.1 FOR GENERAL NOTES. 2. INTERIOR SLAB ON GRADE SHALL BE 5" UNREINFORCED CLASS B CONCRETE ON 6" COMPACTED GRANULAR FILL. 3. "T.F." INDICATES TOP OF FOOTING ELEVATION. TOP OF INTERIOR FOOTING ELEVATION = 99' -0 ", IOP OF EXTERIOR FOOTING ELEVATION = 98' -8" UNLESS NOTED .OTHERWISE, 4. TOP OF SLAB ELEVATION = 100' -0" (U.S.G.S. ELEV. 890' -0 ") UNLESS NOTED OTHERWISE. 5. °C.J." INDICATES SAW CUT CONTROL JOINT IN SLAB ON GRADE. SEE C /F2.1. 6. + INDICATES COLUMN ISOLATION JOINT. SEE E /F2.1. 7. 0 INDICATES COLUMN FOOTING MARK. SEE FOOTING SCHEDULE ON THIS DRAWING. 8. COLUMN SIZES ARE INDICATED ON PLAN ADJACENT TO COLUMN. 9. "BP1" ADJACENT TO COLUMN INDICATES BASE PLATE TYPE. SEE DRAWING F2.1 FOR CORRESPONI)ING BASE PLATE DETAILS. ALL BASE PLATES ARE BP1 UNLESS NOTED OTHERWISE. 10. PROVIDE (2) — #5 x 4' -0" (ONE TOP, ONE BOTTOM) IN SLAB AT ALL REENTRANT CORNERS INCLUDING ISOLATION JOINT CORNERS THAT DO NOT INTERSECT CONTROL JOINTS, NORTH COLUMN FOOTING SCHEDULE MARK SIZE (W x L x D) REINFORCING REMARKS F3 3' -0" x 3' -0" x 2' -0" (4) #4 EACH WAY F4 4' -0" x 4' -0" x 2' -0" (6) #4 EACH WAY F5 5-0" x 5' -0" x 1' -0" (7) #4 EACH WAY F5A 5-0" x 5-0" x 2' -0" (7) #4 EACH WAY F6 6' -0" x 6' -0" x 1' -0" (7) #5 EACH WAY F638 6' -1" x 3' -8" x 2' -0" (5) #5 x 5' -7° (6) — #5 l� F76 7' -0" x 6' -0" x 2' -0" (6) — #6 EACH WAY SEE DETAIL C /F2.1 F65 6' -0" x 5-0" x 2' -0" (7) — #5 EACH WAY SEE DETAIL C /F2.1 F87 8' -0" x 7' -0" x 2' -0" (6) — #7 EACH WAY F938 9' -3" x 3' -8" x 2' -0" (5) #6 x 8' -9' (9) — #5 'I uke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis, IN 46240 Phone: (317) 808 -6000 Fax: (317) 808 -6797