HomeMy WebLinkAbout1239.97.5NEW COLUMN, BASE PLATE
i ANCHOR BOLTS
It" EXPANSION JOINT MATERIAL W/ FILL VV/ GONG. OR GROUT
J
POURED ELA5TOMERIG POLYMER v
SEALANT TOP -- I/2" E�ANSION
JOINT MATERIAL
IOO' O.
�K FIN. FLOOR
FIN. FLOOR
• FIN. FLOOR
• PROVIDE ADDITIONAL 06 BARS
TO MATCH FOOTING REINF.
SEE PLAI�
DOVC-L # EPDXY INTO EXIST. 2 - ADDITIONAL
FOOTING. USE HILTI HIT 0-100
5Y5TEM. PROVIDE 10" EMBED.
WALL FOOTING DETAIL
FORMED KEYWAY
CONSTRUCTION
JOINT
i
WN5TRIJGTION JOINT
DAWED OR PREMOLDED
JOINT
JOINT SEALANT
FIN. FLOOR
TYPICAL SLAB ON
s� GRADE JOINTS
z xwE b
4' GONG. SLAB OVER
6 MIL VAPOR BARRIER
AND MIN. 4" &RANULAR FILL
_OL FIN. FLOOR • • -
E CIVIL END. 010455. VSIFOR F
SEE GURB5 AND
DEi^IALK -
4' GONG. 51DEHAL.K W/ 6 X 6 WVF
MIA X WI.4) OVER MIN. 4" 6RANJLAR
FILL. SLOPE 14" PER FOOT
• - GONG. BLOCK, SEE FOUNDATION PLAN
FOR 51ZE
o . va
2" X 24" RIGID PERIMETER INSULATION
/-I!t' EXPANSION JOINT MATERIAL iW
POURED ELASTOMERIG POLYMER
SEALANT TOP
�i
n
i
i
Wei
GONG. FOOTING, SEE FOUNDATION PLAN
TYPICAL EXTERIOR
WALL FOUNDATION
FIN, FLOOR
�j
CONTROL JOINT
STEEL C-OL"
I -Q
1/2" PREFORMED _
EXPANSION JOINT
MAT. O ED&E OF
i SLAB
ExTm
TYPICAL COLUMN
1 ISOLATION JOINTS
OUTSIDE FAGS OF BL;.DG,
5TEEL COLUMN
1/2* PREFORMED EXPANSION
JOINT MATERIAL
GONGRET'E OR GROUT
2' X 240 RIGID PERIMETER
INSULATION
ANCHOR BOLT
FILL VV CONCRETE MIN.
2500 PSI
4 - 05 REBARS DOV+ELED TO
FOOTING PV 3 *3 TIES
CONCRETE FOOTtNCri,
SEE FOUNDATION PLAN
FOR DETAILS
ICAL EXTERIOR
1 COLUMN PILASTER EMTAIL
SCALE 3/4' : 1'-0"
FIN. FLOOR
h
GONG. BLOCK,
SEE FOUNDATION
PLAN FOR SIZE
Nu
STEEL COLUMN
i
4' GONG. SLAB OVER 6 MIL VAPOR BARRH!R
AND MIN. 4' GIQANJLAR FILL
2' X 24' NRI&D PERIMETER INSULATION
I'j' EXPANSION „I,NT MATERIAL W/
F "mev A TOMERIG POLYME R
SEMT a. . _v
SEE CIVIL ENS. V " &S. FOR I
CA RiSS Aim SWeYAAL.K
I N* I
I - *4 GONTIN IJOU5
4" GONG. SIDEWALK W/ 6 X 6 HWF
(W1.4 X 1041.4) OVER MIN. 4' 6RAMJLAR
FNLL. 51—cr r 14, PER FOOT. Dope-
TO 8L4GK AT 2' -0' O.G.
44 NRESM AT 2' -0' O.G. 6ROUT C.OIRE5 AT
- RWAR,5 SOLID
GONG. FOOTING, SEE FOUNDATION
PLAN
TYPICAL STOREFRONT
n AALL F1:10CIATION
�rz. SCALE s/..v-,ov
STEEL COLUMN
I
LEVELING i
BEARING PLATES
m X 1' -3" ANCHOR
BOLTS (A36)
� r V-3
TYPICAL ANCHOR BOLT
SETTING DETAIL
„�
FIN.
EM-M
n
IL
C.ONGR
FL(
At
IL
5
4' COW-,. SLAB OVER b MIL VAPOR BARRIER
AND MIN. 4' GRANULAR FILL
2" X 24" RIGID PERIMETER INSULATION
It' EXPANSION JOINT MATERIAL W/
PCX)RED ELASTOMERIG POLYMER
SEALANT TOP
SLOPE ON.
SEE CIVIL EN&. DWC-5. - I
FOR CURBS AND 8'f
SIDEWALK
I - #4 CONTINRJOU5
--
4' LONG. 51DEHALK W/ 6 X 6 VOA
(HI.4 X H.4) OVER MIN. 4" 66RAN ULAR
FILL. SLOPE 14" PER FOOT. DOWEL
TO BLOCK AT 2' -0" D.G.
Im
4 REBAR AT 2'-O" O.G. GROUT
- GORES AT REBARS SOLID
- -.o o GONG. BLOCK, SEE FOUNDATION PLAN
FOR 51ZE
GONG. FOOTING, SEE FOUNDATION
PLAN
TYPICAL WALL
FOUNDATION AT DOORS
e
TYPICAL INTERIOR
;1 COLUMN ETAIL
z Dx,.t �,. _ , d
CIOLUMN
REFORt•'ED EXPANSION
T MATERIAL O EDGE OF
j
IN. FLOOR
DNGRETE OR &ROUT
INTERIOR COLUMN
FOOTING, SEE FOUNDATION
PLAN
ANCHOR BOLT
ism
•- °► • •
CONCRETE INSTITUTE.
REIPFORCIN6 BAR DETA UM&, FABRIGATIN6, AND
PLACING SHALL CONFORM TO THE AGI STANDARDS,
FOR MALPI N&S T AM
DETAILIN& OF CZW.AtETE REPPORCEMENT IAGI
315), AND THE MMW. OF 9WZNZWW7 AND
PLACIN S DRAWNNSS FOR REI GED C.ONC4RETE
STRUCTURES (AGI 315R) BY THE AMERICM
GOwfzm INSTITUTE, THI.: LA T E jTIOM
OF CONCRETE REIlFORC.INS STEEL INSTITUTE'S
REIN+LFflRGI * BAR DETALLINS AM R-
REINFORGIN6 BARS MAY ALSO BE USED.
5LA56 ON GRADE SHALL BE CONSTRUGTEIP IN
ACCORDANCE V4T'H AGI 302.IR.
ALL CONCRETE SHALL BE PLAC V IN ACCORDANCE
WITH THE LATEST EDITION OF Q" / THER.
(AGI) BY THE tGAN
CONCRETE INSTITUTE. AN ADDITIONAL SET OF
CONGREM T'E'ST CYLINDERS MALL BE MADE IF THE
OUTSIDE TEMPERATURE 15 EXPECTED TO FALL
BELOW 40 DE61I¢EE5 FOR 24 HOURS AFTER THE
POUR. THESE GYLINDER5 SHALL BE STORED
IMMEDIATELY ADJACENT TO THE BUILDIN6
GONGRETE AND COVERED UNDER THE SAME
PROTECTION. SPECIAL GURINFi BOXES ARE NOT
PERMITTED FOR THESE TEST CYLINDERS.
MINIMUM CONCRETE COMPRESSIVE STREN6TH (f'G)
AT 26 DAYS,
FOOTIN&5 3000 Psi
SL AaS ON 6RADE 3000 P51
C04%, SIDEWALKS, t
SLABS EXPOSED TO
DE -IGERS 4000 P51
(6% t IS ENTRAINED
AIR BY VOLUME)
DEFORMW BARS - NE" BILLET STEEL C.OMPLYIN6
WITH A5TM A615 -65 AND HAVING A MINIMUM YEILD
STRENGTH OF 60,0100 PSI.
V41.DED HIRE FABRIC - SMOOTH WIRE FABRIC
GOMPL..YING WITH ASTM AI&5.
CONCRETE COVER IN FOO IN&S SHALL BE 3 "; ALL
OTHER PART'S SHALL HAVE 2" COVER, UNLESS
OTHER"5E NDTW.
UNLE55 OTiERKSE 5HOM OR NOTED, SPLIGING OF
REIWORGIN6 BAR5 SHALL CONFORM TO THE
RE W REMENT5 OF THE MOST C RRENT AG I
BUILDING CODE.
IOLACATIQW:
ALL EXT'E'RIOR FOOT1N65 TO BE 3'-0" MINIMUM
BELOW FINISH GRADE AND ON UNDISTURBED SOIL..
ALL FOUNDATION EXCAVATIONS SHALL BE PERFORMED
IN ACCORDANCE VWTH THE 6EOTEGHNICAL REPORT.
THE EXCAVATION FOR EACH FOUNDATION SHALL BE
INSPECTED BY A QUALIFIED &EOTECHNIGAL
EN&INE'ER TO WSURE THAT THE DESIGN SOIL
PRESSURES MAY BE OBTAINED.
DESIGN NET SOIL PRESSURE:
SPREAD FOOTINGS: 2000 P5F
jam, KALL�LLyyFOOTIN&S: 2000 P5F
MMXA19 ._
EN61T>WRED CONCRETE MASONRY HAS BEEN
DE5*14W IN AGGORDANGE MTH THE LATEST
EDITION OF THE
ACI
501), BY THE AMERICAN COCOWTE INSTITUTE.
GONC,.IRETE MA50NRY GONS7W3JGTION SHALL CONFORM
TO ALL 06gJIREMENTS OF THE MOST GAIT
EDITION OF
Y G amj AGI 581.1)
PUBLISHW BY THE AMEMICAN CoONGh'' TERET INSTITUTE.
DES16N MM06ONRY STRENGTH (fW
SHALL 13E 1350 PSI.
MASONRY 1 WDRCANEW :
BOND HEADS AND VERTICAL REINFORCEMENT
IN BLOCK GORES:
NEW BILLET STEEL 00MIPLYIN6 WITH ASTM
A615 -95 AND HAVINIS A MINIMIJM VEIL D
STRENGTH OF 60OW PSI.
UNLESS OTHERI^LySE NOTED, MA6ON F:ZY GORES (I^ HERE
SPECIFIED ON DRA"NISS) AND BOND BEAMS SHALL
BE FILLED WITH CONCRETE MEETING THE
FOL LOVWK6 T5=
2500 P51 28-DAY C X- 1F'RESSIVE 5TREN6TH;
3/4' MAXIMIJM A66RE&ATE SIZE; AND Y"
MAXIMUM SLUMP.
PROVIDE BEARING PLATE WITH TNO 1/2" X I' -2"
HOOKED ANCHOR BOLTS AT BEAMS BEARIN6
ON MASONRY. SEE FRAMIN& PLAN FOR PLATE
SIZES. SPADE 19OLT5 AT BEAM &AGE.
BEARINGS FOR BEAN-45, LINTELS, JOISTS, ETC.
SHALL BE SOLID MASONRY UNITS OR HOLLOW
MA50NRY UNITS Wt TH GORES FILLED SOLID WITH
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