HomeMy WebLinkAbout145 South Street - Details & Foundation Planavo!
2"x 4" CONT
REGLET ON
FOUNDATION PLAN
SCALE :I/4"=1'-0"
REINF. BARS NOT
'AST JOINT
21-011
TYP.
TYP. EXPANSION JOINT II I
AT FOUNDATION WALLS GARNER
DOWEL,
HOOK REINF. IF AS WALL
NOT POSSIBLE
TO MAINTAIN 2'-0"
(2) #5 EA. SIDE
EA. FACE
ADDITIONAL REINF.
AT NALL OPENINGS
w
Lu
a
0
AT CORNER AT INTERSECTION
HORIZONTAL FALL REINFORCING
TYP. ELEVATON OF CONT.
STEPPED HALL FOOTING
2-#5's @ HEAD OF OPENING
2x6 PT SILL @ PER.
OF FRAMED OPENING
SHINGLE SHIM
1x4 PINE TRIM
1/2 CDX PLY
LL PAINTED 2 COATS EXTERIOR
LL
LATEX
P.T. LATTICE WORK
SECTION OF BREAK AWAY PANEL
SCALE -- 314`4-01
26 PT SILL @ PERIMETER
OF FRAMED OPENING
161-011
71-00
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1_0"
2"x 4" CONT
REGLET ON
FOUNDATION PLAN
SCALE :I/4"=1'-0"
REINF. BARS NOT
'AST JOINT
21-011
TYP.
TYP. EXPANSION JOINT II I
AT FOUNDATION WALLS GARNER
DOWEL,
HOOK REINF. IF AS WALL
NOT POSSIBLE
TO MAINTAIN 2'-0"
(2) #5 EA. SIDE
EA. FACE
ADDITIONAL REINF.
AT NALL OPENINGS
w
Lu
a
0
AT CORNER AT INTERSECTION
HORIZONTAL FALL REINFORCING
TYP. ELEVATON OF CONT.
STEPPED HALL FOOTING
2-#5's @ HEAD OF OPENING
2x6 PT SILL @ PER.
OF FRAMED OPENING
SHINGLE SHIM
1x4 PINE TRIM
1/2 CDX PLY
LL PAINTED 2 COATS EXTERIOR
LL
LATEX
P.T. LATTICE WORK
SECTION OF BREAK AWAY PANEL
SCALE -- 314`4-01
26 PT SILL @ PERIMETER
OF FRAMED OPENING
1x4 PINE TRIM
P.T. LATTICE WORK
OR P.T. PLYWOOD
OL GRADE EL.
EL. 7'-0"
BOTT/
EL. 31-
r
GENERAL NOTES
I. 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 NIS 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 SQ. FOOT
CONCRETE:
1. ALL WORK SHALL BE "IN THE DRY" AND NO CONCRETE 15 TO BE PLACED IN WATER.
2. ALL CONCRETE WORK SHALL CONFORM WITH THE LATEST REQUIREMENTS OF THE AMERICAN
CONCRETE INSTITUTE.
3. CONCRETE SHALL HAVE AN ULTIMATE STRENGTH OF AT LEAST 3000 POUNDS PER SQUARE INCH,
AT 28 DAYS.
4. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF A.S.T.M. SPEC. A-6151
GRADE 60, FOR DEFORMED BILLET STEEL AND A.S.T.M. SPEC. 185 FOR WELDED WIRE MESH:
5. ALL CONCRETE TO BE A MIN. 5% (± 1.5%) AIR ENTRAINED.
6. MINIMUM CONCRETE COVER FOR REINFORCEMENT:
CAST AGAINST AND EXPOSED TO EARTH= 3"
EXPOSED TO EARTH OR WEATHER:
#6 THRU 4;18= 2"
#51 W33 AND SMALLER= 1 1/2"
NOT EXPOSED TO NEAT14ER OR CONTACT
WITH GROUND, SLABS, WALLS 4 JOINTS:
#11 AND SMALLER= 3/4"
BEAMS, COLUMNS= 1 1/2"
F.F. ELEV.
EL. 13'-4" 24 P.T. SILL W/
SILL SEALER
8/8"0 A.B.'s @ 4'-0" O.C.
W/3x3x%4' P
T/ FDN WALL
EL. 12'-0"
II
2- #5's TOPI
LLI7MIDDLE 4 TT M
1
IA � BEYOND BREAK WA
o 1 l 1 11// --
STAGGERED
Al^IHLL
SCALE :
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n n n
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3- #5's CONT.
GRADE EL.
EL. 11'-6"
BO
EL. 3 .,
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MKS
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JOB No.:
05168
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9)
1x4 PINE TRIM
P.T. LATTICE WORK
OR P.T. PLYWOOD
OL GRADE EL.
EL. 7'-0"
BOTT/
EL. 31-
r
GENERAL NOTES
I. 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 NIS 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 SQ. FOOT
CONCRETE:
1. ALL WORK SHALL BE "IN THE DRY" AND NO CONCRETE 15 TO BE PLACED IN WATER.
2. ALL CONCRETE WORK SHALL CONFORM WITH THE LATEST REQUIREMENTS OF THE AMERICAN
CONCRETE INSTITUTE.
3. CONCRETE SHALL HAVE AN ULTIMATE STRENGTH OF AT LEAST 3000 POUNDS PER SQUARE INCH,
AT 28 DAYS.
4. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF A.S.T.M. SPEC. A-6151
GRADE 60, FOR DEFORMED BILLET STEEL AND A.S.T.M. SPEC. 185 FOR WELDED WIRE MESH:
5. ALL CONCRETE TO BE A MIN. 5% (± 1.5%) AIR ENTRAINED.
6. MINIMUM CONCRETE COVER FOR REINFORCEMENT:
CAST AGAINST AND EXPOSED TO EARTH= 3"
EXPOSED TO EARTH OR WEATHER:
#6 THRU 4;18= 2"
#51 W33 AND SMALLER= 1 1/2"
NOT EXPOSED TO NEAT14ER OR CONTACT
WITH GROUND, SLABS, WALLS 4 JOINTS:
#11 AND SMALLER= 3/4"
BEAMS, COLUMNS= 1 1/2"
F.F. ELEV.
EL. 13'-4" 24 P.T. SILL W/
SILL SEALER
8/8"0 A.B.'s @ 4'-0" O.C.
W/3x3x%4' P
T/ FDN WALL
EL. 12'-0"
II
2- #5's TOPI
LLI7MIDDLE 4 TT M
1
IA � BEYOND BREAK WA
o 1 l 1 11// --
STAGGERED
Al^IHLL
SCALE :
I -- 2x4 KEY WAY
n n n
1 n
3- #5's CONT.
GRADE EL.
EL. 11'-6"
BO
EL. 3 .,
Vl
MKS
CHMD BY :
RM
W
06/07/06
JOB No.:
05168
SCALE :
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DRWN BY :
MKS
CHMD BY :
RM
DATE :
06/07/06
JOB No.:
05168
SCALE :
A5 NOTED
MUDSLA13 EL.
EL. 14'
)NT.
SWEET NO.