HomeMy WebLinkAbout145 South Street - Details & Foundation Plan 2re
2"x 4" CONT,
REGLET ON
REINF. BARS NOT
'AST JOINT
TYP. EXPANSION JOINT
AT FOUNDATION WALLS
HOOK REINF. IF
NOT POSSIBLE
'---(2) #5 EA. SIDE
EA. FACE
ADDITIONAL REINF.
AT WALL OPENINGS
FOUNDATION PLAN
SCALE :1/4"=1'-0"
CORNER
DOWEL,
AS WALL
AT CORNER
AT INTERSECTION
HORIZONTAL NALL REINFORCING
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TYP. ELEVATION OF CONT.
STEPPED WALL FOOTING
2-#5's @ HEAD OF OPENING
26 PT SILL @ PER.
OF FRAMED OPENING
SHINGLE SHIM
1x4 PINE TRIM
1/2 CDX PLY
PAINTED 2 COATS EXTERIOR
LATEX
P.T. LATTICE WORK
SECTION OF BREAK AWAY PANEL
SCALE : 314"4-10"
2x6 PT SILL @ PERIMETER
OF FRAMED OPENING
20-0"
16'-0"
7'-0"
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ALL CONCRETE TO BE A MIN. 5% (± 1.5%) AIR ENTRAINED.
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6.
MINIMUM CONCRETE COVER FOR REINFORCEMENT:
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CAST AGAINST AND EXPOSED TO EARTH= 3"
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WITH GROUND, SLABS, WALLS 6 JOINTS:
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2"x 4" CONT,
REGLET ON
REINF. BARS NOT
'AST JOINT
TYP. EXPANSION JOINT
AT FOUNDATION WALLS
HOOK REINF. IF
NOT POSSIBLE
'---(2) #5 EA. SIDE
EA. FACE
ADDITIONAL REINF.
AT WALL OPENINGS
FOUNDATION PLAN
SCALE :1/4"=1'-0"
CORNER
DOWEL,
AS WALL
AT CORNER
AT INTERSECTION
HORIZONTAL NALL REINFORCING
I I
TYP. ELEVATION OF CONT.
STEPPED WALL FOOTING
2-#5's @ HEAD OF OPENING
26 PT SILL @ PER.
OF FRAMED OPENING
SHINGLE SHIM
1x4 PINE TRIM
1/2 CDX PLY
PAINTED 2 COATS EXTERIOR
LATEX
P.T. LATTICE WORK
SECTION OF BREAK AWAY PANEL
SCALE : 314"4-10"
2x6 PT SILL @ PERIMETER
OF FRAMED OPENING
1x4 PINE TRIM
P.T. LATTICE WORK
OR P.T. PLYWOOD
GRADE EL.
EL. 7'-0"
BOTT/ F
EL. 3'-0"
F.F. ELEV.
EL. 13'-4" 2x6 P.T. SILL W/
SILL SEALER
1/8'0 A.B.'s @ 4'-0" O.C.
W/3x3x %4'P
T/ FDN WALL
EL. 12'-0"
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MIDDLE 8 TT M
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BEYOND
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SCALE : 3/4"=I'-0"
3- #5's CONT.
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY
DISCREPANCY TO ENGINEER BEFORE PROCEEDING WITH THE WORK.
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND RECEIVE HIS APPROVAL
BEFORE FABRICATION OF MATERIAL.
3. ALL WORK SHALL COMPLY WITH STATE BUILDING CODE.
4. FOUNDATIONS SHALL BE CARRIED TO A SOUND BEARING STRATA WITH A MINIMUM BEARING
CAPACITY OF 2 TONS PER 50. FOOT
CONCRETE:
1.
ALL WORK SHALL BE AIN THE DRY" AND NO CONCRETE IS TO BE PLACED
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2.
ALL CONCRETE WORK SHALL CONFORM WITH THE LATEST REQUIREMENTS
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SCALE :
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3.
CONCRETE SHALL HAVE AN ULTIMATE STRENGTH OF AT LEAST 3000 POUNDS PER SQUARE INCH,
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AT 28 DAYS.
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1x4 PINE TRIM
P.T. LATTICE WORK
OR P.T. PLYWOOD
GRADE EL.
EL. 7'-0"
BOTT/ F
EL. 3'-0"
F.F. ELEV.
EL. 13'-4" 2x6 P.T. SILL W/
SILL SEALER
1/8'0 A.B.'s @ 4'-0" O.C.
W/3x3x %4'P
T/ FDN WALL
EL. 12'-0"
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MIDDLE 8 TT M
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n n A
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SCALE : 3/4"=I'-0"
3- #5's CONT.
GENERAL NOTES
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY
DISCREPANCY TO ENGINEER BEFORE PROCEEDING WITH THE WORK.
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER AND RECEIVE HIS APPROVAL
BEFORE FABRICATION OF MATERIAL.
3. ALL WORK SHALL COMPLY WITH STATE BUILDING CODE.
4. FOUNDATIONS SHALL BE CARRIED TO A SOUND BEARING STRATA WITH A MINIMUM BEARING
CAPACITY OF 2 TONS PER 50. FOOT
CONCRETE:
1.
ALL WORK SHALL BE AIN THE DRY" AND NO CONCRETE IS TO BE PLACED
IN WATER.
MKS
CHKD BY
RM
DATE ,
2.
ALL CONCRETE WORK SHALL CONFORM WITH THE LATEST REQUIREMENTS
OF THE AMERICAN
SCALE :
AS NOTED
CONCRETE INSTITUTE.
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3.
CONCRETE SHALL HAVE AN ULTIMATE STRENGTH OF AT LEAST 3000 POUNDS PER SQUARE INCH,
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AT 28 DAYS.
4.
REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF A.S.T.M.
SPEC. A-6150
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GRADE 60, FOR DEFORMED BILLET STEEL AND A.S.T.M. SPEC. 185 FOR
WELDED WIRE MESH.
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5.
ALL CONCRETE TO BE A MIN. 5% (± 1.5%) AIR ENTRAINED.
HE
-
6.
6.
MINIMUM CONCRETE COVER FOR REINFORCEMENT:
W
is
CAST AGAINST AND EXPOSED TO EARTH= 3"
EE
EXPOSED TO EARTH OR WEATHER:
Z
0
#6 THRU #18= 2"
C)o
45 W33 AND SMALLER= 1 1/211
NOT EXPOSED TO WEATHER OR CONTACT
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WITH GROUND, SLABS, WALLS 6 JOINTS:
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#II AND SMALLER= 3/4"
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BEAMS, COLUMNS= 1 1/2"
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DRWN BY :
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CHKD BY
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DATE ,
06/07/06
JOB No.:
05168
SCALE :
AS NOTED
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SHEET NO.