HomeMy WebLinkAbout0729.97hEXISTING CONCRETE FOUNDATION
WALL AND FLOOR SLAB
11-0' i_ I'-4'
V2" EXPANSION JOINT MATERIAL W/
POURED ELA5TOMERIG POLYMER
SEALANT TOP
4" GONG. SIDEWALK IN/ 6 X 6 WNF
(V4I.4 X HI.4) OVER MIN. 4" GRANULAR
FILL. SLOPE %4" PER FOOT.
SEE CIVIL E
� FOR CURBS
51DENALK
FIN. FLOOR
TYPICAL EXISTING
EXTERIOR AALL FOUNDATION
SCALE 3/4" = 1'--0"
FORMED KEYWAY
CONSTRUCTION
JOINT
CONSTRUCTION JOINT
5AViED OR PREMOLDED
JOINT
JOINT SEALANT
FIN. FLOOR 1
JOINT FILLER NOT TO
B
C O
ONTROL JOINT ND w/ SEALANT
TYPICAL SLAB ON
16RFtaE JOINTS
z � 1d
4" GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
FIN. FLOOR
2" X 24" R161D PERIMETER INSULATION
12" EXPANSION JOINT MATERIAL N/
POURED ELASTOMERIG POLYMER
SEALANT TOP
SEE CIVIL Ei
FOR CURBS,
SIDEWALK
FIN. FLOOR
�— 4" GONG. SIDEWALK H/ 6 X 6 VgNF
(NI.4 X HI.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 1/4" PER FOOT
° GONG. BLOCK, SEE FOUNDATION PLAN
FL FOR 51ZE
LU tt)
0 0
GONG. FOOTING, SEE FOUNDATION PLAN
TYPICAL EXTERIOR
1
ViALL FOUNDATION
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CONTROL JOINT
11-04 L 11-o"
STEEL COLUMN
`p
1/2" PREFORMED _
EXPANSION JOINT
MAT. EDGE OF
SLAB
INTERIOR
TYPICAL COLUMN
ISOLATION JOINTS
2.V 56 ALE 314" , o
EXTERIOR
DUT51DE FACE OF BLDG.
STEEL COLUMN
/2" PREFORMED EXPANSION
JOINT MATERIAL
" ONCRETE OR GROUT
2" X 24" RIGID PERIMETER INSULATION
ItNCHOR BOLT
DEL COLUMN
O
ILL VJ/ CONCRETE MIN. 2500 PSI
4 - #5 REBAR5 DOWELED TO FOOTING
N/ 3 #3 TIES
CONCRETE FOOTING, 5EE FOUNDATION
PLAN FOR DETAILS
TYPICAL EXTERIOR
s COLUMN PILASTER DETAIL
2.1/ xw 314
4" GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
2" X 24" RIGID PERIMETER INSULATION
V2" EXPANSION JOINT MATERIAL H/
POURED ELASTOMERIG POLYMER
FIN. FLOOR = SEALANT TOP
T
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N
GONG. BLOCK, —
SEE FI.Ii FOR SIZE
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SEE CIVIL EN6. DN65. FOR }
CURBS AND 51DENALK °Sal
4" GONG. 51DENALK H/ (9 X 6 WHF
MIA X WI.4) OVER MIN. 4" GRANULAR
FILL. SLOPE i4° PER FOOT. DOWEL
TO BLOCK AT 2' -0" O.G.
#4 REBAR AT 2' -0" O.G. GROUT GORE5 AT
REBARS SOLID
GONG. FOOTING, SEE FOUNDATION
�+ ° °° PLAN
TYPICAL STOREFRONT
WALL FOUNDATION
SCALE 3/4" = 1' -0"
PLAN
STEEL COLUMN
LEVELING t
BEARING PLATE-5
7A 0
44" -P X 1' -3" ANCHOR
BOLTS (A36)
V-3-
SECTION M
A I •
SCALE 3/4" = 1' -0"
4" GONG. SLAB OVER Co MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
2" X 24" RI61D PERIMETER INSULATION
FIN. FLOOR 12" EXPANSION JOINT MATERIAL N/
POURED ELA5TOMERIG POLYMER
SEALANT TOP
SLOPE DN.
SEE CIVIL ENO. DWGS.
F FOR CURBS AND }
51DENALK °1
W
LL I
Lu FL
Lu °
VI m o
A
AVG
SCALE 3/4" = 1' -0"
e
4" GONG. SIDEWALK W/ 6 X 6 HWF
(N1.4 X V11.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 1/" PER FOOT. DOWEL
TO BLOCK AT 2' -0" O.G.
#4 REBAR AT 2' -0" O.G. GROUT
GORES AT REBARS SOLID
GONG. BLOCK, SEE FOUNDATION PLAN
FOR SIZE
GONG. FOOTING, SEE FOUNDATION
PLAN
STEEL COLUMN
/2" PREFORMED EXPANSION
.JOINT MATERIAL ® EDGE OF
SLAB
FIN. FLOOR
— GONGRETE: OR GROUT
INTERIOR COLUMN
FOOTING, SEE FOUNDATION
PLAN
3/4" (P ANGHOR BOLT
TYPICAL INTERIOR
COLUMN DETAIL
6ENERAL NOTES:
CONCRETE
REINFORCED CONCRETE HAS BEEN DESIGNED IN
AGGORDANGE HITH THE LATEST EDITION OF THE
BUILDING CODE REQUREMENT5 FOR REINFORCED
CONCRETE (AGI 318), BY THE AMERICAN
CONCRETE INSTITUTE.
REINFORGING BAR DETAILING, FABRICATING, AND
PLAG I N(5 SHALL CONFORM TO THE AGI STANDARDS:
SPECIFICATIONS FOR 5TR )GTURAL CONCRETE
FOR BUILDINGS (AGI 301), DETAILS AND
DETAILING OF CONCRETE REINFORCEMENT —L6!—VI
315), AND THE MANUAL OF EN6,INEERIN6 AND
PLACING DRAWINGS FOR REINFORCED CONCRETE
STRUCTURES (AGI 3158) BY THE AMERICAN
CONCRETE INSTITUTE. THE LAIE5T EDITIONS
OF CONCRETE RE I NFORG I NG STEEL I N5TI TUTE'5
R.EINFORQW -9 BAR DETAILING AND PLACING
RE I NFORG I NG BARS MAY ALSO BE USED.
SLABS ON GRADE SHALL BE CONSTRUCTED IN
ACCORDANCE KITH AGI 302.1R.
ALL CONCRETE SHALL BE PLACED IN ACCORDANCE
KITH THE LATEST EDITION OF GOLD HEATHER
CONCRETING (AGI) BY THE AMERICAN
CONCRETE INSTITUTE. AN ADDITIONAL SET OF
CONCRETE TEST GYLINDER5 SHALL BE MADE IF THE
OUTSIDE TEMPERATURE IS EXPECTED TO FALL
BELOW 40 DEGREES FOR 24 HOURS AFTER THE
POUR. THESE GYLINDERS SHALL BE STORED
IMMEDIATELY ADJACENT TO THE BUILDING
GONGRETE AND COVERED UNDER THE SAME
PROTECTION. SPECIAL GURING BOXES ARE NOT
PERMITTED FOR THESE TEST GYLINDERS.
MINIMUM CONCRETE COMPRE-551VE STRENGTH Wc)
AT 28 DAYS:
FOOTING5 3000 P51
SLABS ON GRADE 3000 P51
CURBS, 51DEHALKS, 8
SLABS EXPOSED TO
DE -IGERS 4000 P51
66% t 1% ENTRAINED
AIR BY VOLUME)
CONCRETE REINFORCEMENT:
DEFORMED BARS — NEH BILLET STEEL GOMPLYING
IN1TH ASTM A615 -85 AND HAVING A MINIMUM YEILD
5TREN6TH OF 60,000 PSI.
WELDED HIRE FABRIC -SMOOTH HIRE FABRIC
GOMPLYIN6 WITH ASTM AI&5.
CONCRETE COVER IN FOOTINGS SHALL BE 3 "; ALL
OTHER PARTS SHALL HAVE 2" DOVER, UNLESS
OTHERWISE NOTED.
UNLESS OTHERWISE SHOWN OR NOTED, SPLICING OF
REINFORGIN6 BARS SHALL CONFORM TO THE
REQUIREMENTS OF THE M05T CURRENT AGI
BUILDING CODE.
FOUNDAT1 ON5:
ALL EXTERIOR FOOTINGS TO BE 3'-O" MINIMUM
BELOW FIN15H GRADE AND ON UNDISTURBED SOIL.
ALL FOUNDATION EXCAVATIONS SHALL BE PERFORMED
IN AGGORDANGE HITH THE 6EOTEGHNIGAL REPORT.
THE EXCAVATION FOR EAGH FOUNDATION SHALL BE
INSPECTED BY A QUALIFIED GEOTEGHNICAL
ENGINEER TO INSURE THAT THE DESIGN SOIL
PRESSURES MAY BE OBTAINED.
DESIGN NET SOIL PRESSURE:
SPREAD FOOTINGS: 2000 P5F
WALL FOOTIN65: 2000 P5F
MASONRY:
ENGINEERED CONCRETE MASONRY HAS BEEN
DESIGNED IN ACCORDANCE WITH THE LATEST
EDITION OF THE BUILDING CODE REQUIREMENTS
FOR GONGRETE MASONRY 5TRU:jURES (AGI
531), BY THE AMERICAN CONCRETE INSTITUTE.
GONGRETE MA50NRY GON5TRUGTION SHALL CONFORM
TO ALL REQUIREMENTS OF THE MOST CURRENT
EDITION OF SPECIFICATION FOR CONCRETE
MASONRY GON5TRVGTION (AGI 531.1)
PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.
DE-516N MASONRY COMPRESSIVE STRENGTH (f M)
SHALL BE 1350 P51.
MASONRY RE I NFORCEMENT:
BOND BEAMS AND VERTIGAL REINFORCEMENT
IN BLOCK CORES:
NEW BILLET STEEL GOMPLYING HITH ASTM
A615 -85 AND HAVING A MINIMUM YEILD
5TRENOTH OF 60,000 PSI.
UNLESS OTHERWISE NOTED, MA50NRY GORE-5 (WHERE
SPECIFIED ON DRAW I N65) AND 13OND BEAMS SHALL
BE FILLED HITH CONCRETE MEETING THE
FOLLOHIN 7 REQUIREMENTS:
2500 P51 28 -DAY GOMPRESSIVE STRENGTH;
3/4" MAXIMUM AGGREGATE SIZE; AND T'
MAXIMUM SLUMP.
PROVIDE BEARING PLATE WITH TWO 1/2" X 1' -2"
HOOKED ANCHOR BOLTS AT BEAMS BEARING
ON MASONRY. SEE FRAMING PLAN FOR PLATE
SIZES. SPACE BOLTS AT BEAM GAGE.
BEARIN65 FOR BEAMS, LINTELS, JOISTS, ETC.
SHALL BE SOLID MASONRY UNITS OR HOLLOW
MASONRY UNITS HITH GORES FILLED SOLID HITH
GONGRETE.
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DETAILS
DRAWING REVIEW ISSN
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BUn.DNG AGENCY SUBMITTAL
APRIL 15, IQart
CONSTRUCTION BD /ISSUE
APRIL 15, laa-r
REVISIONS
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FILE - DATE - TIME
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