05-290-0043
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s, Foundation.
Soil conditions were observed at the site and the soil appears to be a sandy limerock based on these observations
- performance of the existing structure an allowable bearing stress of 2000 PSF is being recommended. Upon
and the p f g g g
excavation of the footings the engineer /architect shall inspect the soil and provide the building official with the certified -in
place bearing capacity as per FBC 1818.2.
Earthwork:
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A. All backfill shall be accomplished using material consisting of clean sands or fragmented Iimerock, free of
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excessive organics,
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B. All compaction shall be accomplished using material placed In max. 12 layers and compacted to 957. of its
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maximum density as determined by ASTM D -1557.
Camp
Other Bars
Class Class
Concrete;
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A. All cast in place concrete shall have fiberglass additives and attain a minimum compressive strength at 28 days of
Lap
4000 P.S. L
B„ C„
B. All form work design and construction shall conform to all requirements of ACI 347.
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C. The contractor shall coordinate all openings as required for other trades. Openings were shown on the structural
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drawings are to identify g intent only. The specific dimensions and locations shall be furnished or located by the trade
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requiring the opening.
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D. All concrete work shall conform to all requirements of ACI 303 "Specifications for Structural Concrete Buildings."
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E. All formwork shall remain in place until the concrete has attained enough strength to support all dead loads plus a
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minimum of 50 PSF of additional construction load.
F. Provide chamfers at all corners in concrete members exposed to view.
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Concrete Reinforcing:
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A. Concrete cover required as follows:
Cast against the earth 3"
4`
Formed, exposed to earth or weather
2 -11 310
#6 and larger 2"
#5 and smaller 1-1 /2"
2-3
Slabs and walls no weather exposure
4-0 5-3
1 hour fire rating 3J4,. a
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2 hour fire rating l i
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3 hour fire rating 1 T /4"
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Columns and beams ties or stirrups 1 -112"
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B. Lap splice length shall be as follows:
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1. All lap splices shall be tension class "C" unless other lap conditions are specifically shown on the drawings.
2, Tension lap splices tabulated are for bars spaces at less then 6" apart. Where spacing is greater, reduced
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lap length in accordance with ACI 315 & 318.
3. Where staggered lap splices are furnished as alternate, class "C" may be reduced to class B and class "B"
may be reduced to class "A„
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4. Compression splices in columns may be reduced by furnishing additional ties in the splice zone in
accordance with ACI -318.
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_ columns are staggered to reduce congestion or to kee total steel below 8 %,
5. Where compression splices in col gg g p
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no reduction in lap length is permitted..
6. Use General hook bar development lengths unless special confinement conditions are satisfied in
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accordance with ACI -318.
F'c= 4,000 P.S.I. Bars Spaced Less Than 6" On Center
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A. All Masonry construction to be in accordance with "SPECIFICATIONS FOR CONCRETE MASONRY CONSTRUCTION"
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Vertical or
Top Hor Bars
Hooked Bar
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Bar
Camp
Other Bars
Class Class
Development
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Size
Lap
"13 „C,
B„ C„
Spcl. General
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#3
1-0
1 -0 i -3
1 4 1 -9
0 -6 0 -6
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#4
1 -3
1 -4 1 -8
1 -10' 2 -5
0 -7 0 -8
#5
1 -7
1 -8 2 -2
2 -3', 3 -0
0 -8 0 -10
#6
1-11
2 -1 2 -8
2 -11 310
0 -10 1 -0
#7
2-3
2 -10 3-8
4-0 5-3
0-11 1-2
Concrete Unit Masonr
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A. All Masonry construction to be in accordance with "SPECIFICATIONS FOR CONCRETE MASONRY CONSTRUCTION"
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ACI 531.1 and all applicable local building code provisions.
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B. All Masonry walls to be constructed of units conforming to ASTM C -90, and reinforced with #9 gage ladder type
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horizontal Masonry reinforcing located (ED 16" o.c.
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C. All masonry to be laid in type "S" mortar (1800 P.S.I. on the job) with full head and bed joints.
D. All masonry construction to be either bound by tie beam or tie column members.
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Reinforced Unit Masonry
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A. All reinforced masonry construction to be in accordance with applicable provisions of concrete reinforcement, cost
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in -place concrete, and concrete masonry.
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B. Vertical reinforcing shall anchor into supporting concrete members a class °C" lap length plus 3" or full depth plus a
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standard hook. Laps within reinforced masonry shall be 48 bar diameters.
C. Contractor shall coordinate placing of dowels to accommodate module of masonry units.
D. All vertical cells and beams with reinforcing shall be. filled with coarse grout consisting of 4000 P.S.I. concrete with #8
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coarse aggregate. Use high slump (superplastici7ed) where height of lift exceeds 4', use high lift grouting technique which
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requires a clean -out opening at the bottom of all cells and placing grout in maximum 4' lifts with a 30 to 60 minute delay
m"
between lifts. All walls are to be reinforced with #5 (a 48" o.c. vertical U.N.O.
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COLUMN SCHEDULE
MARK DIMENSION VERT REINF TIES REMARK
Fc FILLED CELL 145 SPACED @ 48" O.C. MAXIMUM
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8x12 445 #8 @12 "O.C. 1/2" diam. BOLT INTO EXISTING @ 24" O.C.
TI 8x12 4 - #5 #3 @12 "O.C,
MARK DIMENSION
WF -1`6 16 "x12 CONT.
SF -24 24 "x30" 12" DEEP
LEGEND
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FOOTING SCHEDULE
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DRAWN BY: I.B./ A.M.S,
CHECKED BY :N.C. A.M,S,
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MARK DIMENSION
WF -1`6 16 "x12 CONT.
SF -24 24 "x30" 12" DEEP
LEGEND
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CHECKED BY :N.C. A.M,S,
CHECK SET:
PERMIT SET:
OF 3 SHEETS I
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FOOTING SCHEDULE
REINFORCING REMARK TIES DEPTH Q) G IN SOIL
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_ _ _ � ,- MIN'. TO, TC7P.�F F� ,. Y;,
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REVISIONS
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CHECKED BY :N.C. A.M,S,
CHECK SET:
PERMIT SET:
OF 3 SHEETS I
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