HomeMy WebLinkAbout961.98 Weston Shoppes - Foundation Details F2.1DRAWING REVIEW ISM!
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MAI' 28, laclb
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BUILDING AOENCY SUFSIITTAL
MAY 2/1), 14e115
CONSTRUCTION Ellb/ISSUE_
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46.
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1412 VM
ectem same MN
Pita SCALE OWN Itti
W 110' i JIM
FIN. FLOOR
INTERIOR
TYPICAL COLUMN
I SOLAT1 ON JOINT
SCALE 3/4"
(12.
SCALE 3/4" l'-0"
0
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CONTROL JOINT
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ITYP I CAL. EXTERIOR t
Y FOUNPATI ON
Pcitirkt42S
4" CONC. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL.
2" RIGID PERIMETER INSULATION
Its EXPANSION JOINT MATERIAL 11/
POURED ELASTOMERIC POLYMER
SEALANT TOP
4 CONC. SIDEWALK 11/ 6 X 6 1WIF
(W1.4 X Wf.4) OVER MIN. 4" GRANULAR
FU-. SLOPE Iv PER FOOT
SEE CIVIL EN6. Dt165.
STEEL COLUMN
CONC. FOOTING, SEE FOUNDATION PLAN
FIN. FLOOR
PIN.
PLAN
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SCALE 3/4"
SCALE 3/4" 1
0
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LEVFLLIN6• I
BEAP.ING PLATES
a
A
SCALE 3/4" 11.
PLAN
2 X 1 ANCtlIOR
BOLTS (A36)
1.-r
ht
5ECTION
TI AL ANCHOR
9E171 N6 P!TA
T R1610 PERIMETER INSULATION
I. EXPANSION JOINT MATERIAL IN/
POURED ELASTOMERIG POLYMER
SEALANT TOP
SEE CIVIL ENG. VASS. FOR
CURBS AND SIDEWALK
OUTSIDE PACE OF
STEEL COLUMN
ANCHOR BOLT
TYP I CAL EXTERIOR
COLUMN PILASTER VETA I Ls•
4" CONC. SLAB OVER 6 MIL VAPOR BARMIER
AND MIN. 4" GRANULAR FILL
I
4" CONC. SIDEWALK PI/ 6 X 6 WIAIF
(H1.4 X WI.4) OVER MIN. 4' GRANULAR
FILL. SLOPE 46 PER FOOT. DOWEL
TO BLOCK AT 2 0.C.
REBAR AT 2LON O.G. &ROUT CORES AT
REBARS SOLID
CONC. FOOTING, SEE FOUNDATION
TYP I CAL STOREFRONT
ENTRY FOUNDATION
1/2• PREFORMED EXPANSION
JOINT MATERIAL
CONCRETE OR GROUT
2" RIGID PERIMETER INSULAtION
FILL A/ CONCRETE MIN. PSt
4 *5 REBARS'DOWELED TO FOOTING
1 5 se TIES
CONCRETE FOOTINS, SEE FOUNDATION
PLAN FOR DETAILS
CONSTRUCTION JOINT
Zo
FIN. FLOOR
tONCRETE
FLOOR
SLAf3
a
SCALE 5/4"
*NT"! CAL SLAB ON
GRADE JO INT
SCALE I 1
'Writ CAL HALL
FOUNDATION AT DOORS
SCALE 3/4' II-0"
(L.
4" C.ONC. SLAY3 OVER b MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
2' mem, PERIMETER INSULATION
Pi" EXPANSION JOINT MATERIAL II/
POURED ELASTOMERIC POLYMER
SEALANT TOP
SLOPE DR
CONTROL. JOINT
4' ce*lc;. 51v94A1J(p4/ 6x6HHF
(111:4 X 111.4) OVER MIN. 4" 6RANULAR
FILL. SLOPE 4' PER FOOT. DOWEL
TO BLOCK AT 2'-0" O.G.
SEE CIVIL EKG. DWISS. FOR
*4 REBAR AT 2'-0" O.G. GROUT
CORES AT REBARS SOLID
CONC. FOOTING, SEE FOUNDATION
PLAN
a,
a
0 a
aTYP I CAL INTER' OR
COLUMN oesrAii.
•4 4.
STEEL COLUMN
SAWED OR PREMOLDED
JOINT
JOINT SEALANT
FIN. FLOOR
JOINT FILLER NOT TO
BOND 11/ SEALANT
PIN. FLOOR
'1?
PREFORMED EXPANSION
JOINT MATERIAL EDGE OF
SLAB
4
CONCRE'T'E OR GROUT
FIN. FLOOR'
INTERIOR COLUt-1N
FOOTIN5, SEE FOUNDATION
PLAN
0•4" ANCHOR BOLT
CONCRETE COVER IN FOOTINGS SHALL BE 3". ALL
OTHER PARTS SHALL HAVE 2" COVER, UNLES
OTHERWISE NOTED.
GENERAL NOTES:.
CONCReTe
REINFORCED CONCRETE HAS BEEN tesieNED 1t4
ACCORDANCE WITH THE LATEST EDITION OF me
IP
411„6„
4RIP
CONGRETEEgdsti
CONCRETE INSTITUTE,
REINFOING BAR DETAILING, FABRICATING, AND
PLACING SHALL CONFORM TO THE ACI STANDARDS,
FOR BUILDINGS (ACI 301), DETAILS AND
DETAILING OF CONCRETE REINFORCEMENT...Oat
315), AND THE MANUAL OF ENGIWER114/9 AND
PLACING DRAWINGS FOR REINFORCED CONCRETE
STRUCTURES (ACI 3I5R) BY THE AMERICAN
CONCRETE INSTUTUTE, THE LATEST ErnoNE
OF CONCRETE REINFORCING STEEL INSTITUTE'S
,REittORCING BAR 1?ETAILING ft.Acime
REINFORCING BARS MAY ALSO BE USED.
SLABS ON GRADE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ACI 302.IR.
ALL CONCRETE SHALL BE PLACED IN ACCORDANCE
WITH THE LATEST EDMON OF COLD ingnjeg
r (ACI) f3Y THE AMERIGAN
CONCRETE INSTITUTE. AN ADDITIONAL SET OF
CONCRETE TEST CYLINDERS SHALL BE MADE IF THE
OUTSIDE TEMPERATURE 15 EXPECTED TO FALL
BELOW 40 DEEREES FOR 24 HOURS AFTER THE
POUR. THESE CYLINDERS SHALL BE STORED
IMMEDIATELY ADJACENT TO THE POLON&
c,ONC,RETE AND COVERED UNDER THE SAME
PROTECTION. SPECIAL CURING BOXES ARE NOT
PERMITTED FOR THESE TEST CYLINDERS.
MINIMUM CONCRETE Commessive STRENGTH OW
AT 26 DAYS:
FOOTINGS 3000 PSI
SLAMS ON isRADE 3000 PSI
CURBS, SIDEWALKS,
SLABS EXPOSED TO
DE-10ERS 4000 P51
(b% 1% ENTRAINED
AIR BY VOLUME)
CoONCIRETE RE NPORGEMENT:
DEFORMED BARS NEW BILLET STEEL COMPLYING
WITH ASTM A6I5-65 AND HAVING A MINIMUM YEILD
STRENGTH OF 60,000 P51.
WELDED HIRE FABRIC SMOOTH WIRE FABRIC
COMPLYING HIM ASTM AI65.
UNLESS OTHERWISE SHOWN OR NOTED, SPLICING OFt
REINFORCING BARS SHALL CONFOR1-1 TO THE
"REQUIREMENTS OF THE MOST CURRENT ACI
BUILDING CODE.
FOUNDATIONS:
ALL EXTERIOR FOOTINGS TO Se 5 MINIMUM
BELOW FINISH &RADE AND ON UNDISTURBED SOIL.
ALL FOUNDATION EXCAVATIONS SHALL BE PERFORMED
1N ACCORDANCE WITH THE GEOTECHNICAL REPORT.
THE EXCAVATION FOR EACH FOUNDATION SHALL BE
INSPECTED BY A QUALIFIED eeorecHNIGAL
--ENGINEER TO INSURE THAT THE DESIGN SOIL
PRESSURES MAY BE OBTAINED.
DESk5N NET SOIL PRESSURE:
SPREAD FOOTINGS: 2000 PSF
HALL FOOTINGS: 2000 PSF
MASONRY
ENGNEERED CONCRETE MASONRY HAS BEEN
DESIGNED IN ACCORDANCE WITH THE LATEST
EDITION OF THE 1121.211±1‘aaigrailigillaC5
FOR r.ONGRETE MASONRY STRUCTURES (ACI
531), BY THE AMERICAN CONCRETE INSTITUTE.
CONCRETE MASONRY CONSTRUCTION SHALL CONFORM
TO ALL REQUIREMENTS OF THE MOST aRRENT
EDITION OF Er.ir.c
MASONRY CONSTRUCTION (ACI 531.1)
PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.
DESIGN MASONRY COMPRESSIVE STRENGTH (f•rn)
SHALL BE 1350 PSI.
MASONRY FZEINFORCEMENT:
BOND BEAMS AND VERTICAL REINFORCEMENT
IN BLOCK CORES:
NEW BILLET STEEL COMPLYING 111TH ASTM
A615-55 AND HAVING A MINIMUM YEILD
STRENGTH OF 60,000 PSI.
UNLESS OTHERWISE NOTED, MASONRY CORES (14HEfE
SPECIFIED ON DRAWINGS) AND BOND BEAMS SHALL
BE FILLED WITH CONCRETE MEETING THE
FOLLOWING REQUIREMENTS:
2500 PSI 215-rwr COMPRESSIVE STRENSTH;
3/4" MAXIMUM AGGREGATE SIZE; AND 1
MAXIMUM SLUMP,
PROVIDE BEARING PLATE WITH TWO I/2" X 1
HOOKED ANCHOR BOLTS AT BEAMS SEAM%
ON MASONRY. SEE FRAMING PLAN FOR PLATE
sizes. SPACE BOLTS AT BEAM GAGE.
BEARINGS FOR I3EAMS, LINTELS, JOISTS, ETC.
SHALL Be SOLID MASONRY UNITS OR HOLLOW
MASONRY* UNITS WITH CORES FILLED SOLID WITH
CONCRETE.
Tam
FOUNDATION
DETAILS