HomeMy WebLinkAbout03030112.2L — — —
EA- COL. BASE
(1) 4' CMU a EA SIDE OF
FRAME CENTER
TOTAL OF (2) 4' ( tU'S
EA FRAME
I _ I
`�- COLUMN, SASE P ATE
AND ANCHOR 801�TS BY
METAL BLDG MAJ R
L F—
FTG. PER PLAN
TYP. BLDG. FRAME
W HAPPEN DETAIL
NOTES
1) FINISHED FLOOR ELEVATION 6 100'-0'
2) TANTERIOR FOOTING 0 99'-4'
3) T/EXTERIOR FOOTING im
4) T/ FOOTING ELEVATION TO MATCH
EXISTING FOOTING ELEVATION
HAIRPIN BAR
NEW CONCRETE
PIER
(3)-13 TIES -
TOP
NEW FOOTING
(ELEVATION
PER PLAN)
0
z
SHIMS AND LEVELWs NUTS
(4) 3/4DIA. X r-4'
ANCHOR BOLTS (A36)
W/IEX NUTS 4 WASHERS
CLEXISITING + EA END
JI
SECTION
a
2' CLEAR
Q Q d d
lj.l - a.
o d •a O• •• - aiI
T
ALIGN
6'
Z' CLEAR
0
DRILL AND
REBAR
3 � FOUNDATION DETAIL—
SCALE:
EXISTING
STEEL COL. Wi
BASE PLATE
EXISTING
PEDISTAL ANI
FOOTING
HAIRPIN BAR
% AT 12' VERTICAL
4'� O
z
F
SLAB CONTROL JOINT
9' 9'
01
SMOOTH % BARS
s 16' O.G.
.A; .. - -• '
EDGE OF BOTH
SLABS
SLAB CONSTRUCTION JOINT
-
d d d
d d
c o o < o -
c . _ -.,:/
v.
1111011111-1
FOOTING SCHEDULE
MRK j SIZE (WxD)
REINF.
Fl
ro'-6'x6'-6'xl'-6'
1-'6 E.W. BOT,
F2
4' -04x4' -0'x1'-6' 4-05 E.W. 80T.
F3
fo'-0'x4'-0'x1'-6' 85 tv 12' O.C. E.W. BOT.
F4
1-06 E.W. 80T.
FS
9' -0'x4' -0'x1'-6'
% 9 8' OC E.W. 50T.
F6
3' -0'x3' -0'x1'-0' 4-"5 E.W. BOT.
NOTE: THE EXISTING FOOTING SIZES SHOWN ARE FOR GRAPHIC
PURPOSES ONLY AND MUST BE VERIFIED IN THE FIELD.
PIER SCHEDULE
ARK PIER SIZE (WxD)
VERT. REINF.
Pl I' -0'x2' -0'
6 -+i VERT.
4-01 VERT.
STEEL COL. W/ BASE
PLATE t A.B. BY METAL
BUILDING SUPPLIER
VERT. PIER REINF..
00
— CONC. PIER
— 03 TIES s 12' O.G.
.dLu
g d Q
o'• 7 o. -
\ PAD RE IIF.
PIER DETAIL CONIC. PAD
SCALE: 3/4" = I' -O"
4' CONC. SLAB ON
VAPOR BARRIER AND
4' COMP. GRANULAR FILL
/,— EXPANSION JOINT
8' C.M.U. FOUNDATION
WALL
S BARS 9 48' O.G.
.2' PERIMETER INSULATION
— (2) '4 BARS CONT.
CONCRETE FOOTING
pol
FDTN. DETAIL
SGALE: 3/4" = P -O"
-----(:D)
— — ---( E)
NOTES:
1. TOP OF FOOTING ELEVATION 99'-4' UNA.
2. TOP OF SLAB ELEVATION 100'-0' UND,
DESIGN CRITERIA
A 501L INFORMATION
ASSUMED ALLOWABLE NET BEARING PRESSURE 2000P5F
B. CONCRETE - SLAB
COMPRESSIVE STRENGTH AT 28 DAYS 40WF>v^I
MAXIMUM WATER/CEMENT RATIO (EXT.) 45
MAXIMUM WATER/CEMENT RATIO (INT.) 50
MAXIMUM SLUMP 4 INCHES
FOUNDATIONS
COMPRESSIVE STRENGTH AT 28 DAYS
3000PSI
MAXIMUM WATER/CEMENT RATIO (EXT.) 4
MAXIMUM WATER/CEMENT RATIO (INT.) 50
MAXIMUM SLUMP 4 INCHES
C. RENFORCING STEEL
FIBERGLASS MESH REINFORCEMENT NYCON
DEFORMED BARS A615, GRADE 60
D. MISCELLANEOUS METAL:
STEEL SHAPES, BARS AND PLATES ,436
FOUNDATIONS ANCHOR BOLTS A-36
1• FOOTINGS NOT SUPPORTED BY ENGINEERED FILL SHOULD BEAR ON
FIRM, UNDISTURBED MATERIAL. IF UNSUITABLE MATERIAL IS
ENCOUNTERED, REESTABLISH THE BEARING ELEVATION OF THE
FOOTING BY LOCALIZED UNDERCUTTING AND FILLING WITH
SUITABLE GRANULAR MATERIAL OR LEAN CONCRETE.
2. CENTER ALL COLUMN AND WALL FOOTINGS UNDER THE COLUMN OR
WALL ABOVE UNLESS OTHERWISE INDICATED,
3. COMPACTED COMMERICAL 53 STONE.
COMPACT TO 95% MODIFIED PROCTOR-
1.
ROCTOR
1. CONCRETE
THE MIXING, HANDLING, PLACING AND CURING OF CONCRETE SHALL
BE N ACCORDANCE WITH THE ACI 'BUILDING CODE REQUIREMENTS
FOR REINFORCED CONCRETE' (ACI 318-83).
2. FNISHE5
A INTERIOR SLABS - HARD TROWEL FINISH
B. EXTERIORS SLABS - BROOM FINISH
C. FORMED SURFACES:
I. EXPOSED TO PUBLIC VIEW - SMOOTH FORM FNI5H
2, NOT EXPOSED TO PUBLIC VIEW - ROUGH FORM FNI5H
3. ALL EXTERIOR CONCRETE SHALL BE AIR-ENTRANED (6t +/- 1%)
4. SEALER - KURE-N-SEAL OR EQUAL
5. REINFORCING STEEL
A ALL REINFORCING STEEL BENDS, HOOKS LAP SPLICES AND CONIC.
COVER SHALL CONFORM TO THE ACI 'BItILDING CODE REQT'S FOR
REINFORCED CONC. (ACI 318-95) UNLESS OTHERWISE NDICATED.
B. PROVIDE CLASS B TENSION LAP SPLICES FOR ALL HORIZONTAL
WALL REINFORCEMENT UNLESS OTHERWISE INDICATED.
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