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W/ #4 DOWFLS ® 2' -0" O.G.
EXISTING 6011GRETE FOJND.A110N --
WAL L AND FLOOR ')L.AB ,
Ill" EXPAN51ON .JOINT MATERIAL W/
POURED ELA5TOMERIG POLYMER
SEALANT TOP
4" GONG. 51DEWALK W/ 6 X 6 WWF
MIA X W1.4) OVER MIN. 4" GRANULAR
FILL. SLOPE W PER FOOT.
FIN. FLOOR
\ SEE GIVIL ENG. DW65. }
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i 51DEWALK 8�1
TYPICAL EXISTING
,EXTERIOR WALL FOUNDATION
-- FORh11rD KEYWAY
GON5T%zUGTION
,aO I N T
FIN. FLOOR
CON5 TI ON JOINT
5AWED OR PR.EMOLDED
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JOINT SEALANT
FIN. FLOOR 'k
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00NTRQL JOI NT BOND WI SEALANT
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AND MIN. 4" GRANULAR FILL_
FIN. FLOOR
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2" X 24" RIGID PERIMETER INSULATION
.— 142" EXPANSION JOINT MATERIAL W/
f� POURED ELA5TOMERIG POLYMER
SEALANT TOP
SEE G IL ENG. DWG5. FOR }
AND SIDEWALK -8;I
4" GONG. SIDEWALK W/ 6 X 6 WWF
(WIA X WI.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 14" PER FOOT
GONG. BLOCK, 5EE FOUNDATION PLAN
• , FOR 51ZE
o 0-
GONG. FOOTING, SEE FOUNDATION PLAN
INTERIOR
t
CONTROL JOINT
STEEL COLUMN
1 12" PREFORMED
EXPANSION ,JOINT
MAT. ® EDGE OF
SLAB
TYPICAL COLUMN
ISOLATION JOINTS
SCALE 3/4" = 1' -0"
4:
ExTERIOR
OUTSIDE FACE OF BLP6.
STEEL GOLUMN
1 /2" PREFORMED EXPAN5310N
JOINT MATERIAL
' ONGRf TE OR GROUT
2" X 24" RIGID PERIMETER iNSUL AT!ON
\NC HOR BOIL
STEEL COLUMN
I VV GC!NC.RETE MIN, 2�710 P5i
4 - #5 REBARS FOOTINC,
W/ 3 #3 TIES
CONCRETE FOOTING, SEE FOUNDATION
PLAN FOR 1Pf: TAIL 5
TYPICAL EXTERIOR
4,COLUMN PILASTER DETAIL
4" GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
2" X 24" RIGID PERIMETER iNSULATION
1l2" EXPANSION JOINT MATERIAL W/
POURED ELASTOMERIG POLYMER
FIN. FLOOR
SEALANT TOP
N
GONG. I�LOCK, -
SEE FI.1 FOR SIZE
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SEE CIVIL ENG. DWG5, FOR F
CURBS AND 511?EWALK
4" GONG. 51DEHALK Vil 6 X 6 WWF
MIA .X HI.4) OVER MIN. 4" GRANULAR
FILL, SLOPE 1'4" PER FOOT. DOWEL
TO BLOCK AT 2'-0" O.G.
#4 REBAR AT 2-0" O.G. GROUT GORES AT
REBARS SOLID
GONG. FOOTING, 5EE FOUNDATION
_ PLAN
TYPICAL EXTERIOR TYPICAL STOREFRONT
WALL FOUNDATION n WALL FOUNDATION
SCALE „< z �wE 3,4 _ 1b
FIN. FLOOR
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BEA.R,IN& PLATES
- 1 - 3/4' (V X I' -3" ANCHOR
BOLTS (A36)
1' -3.
SECTION
TYPICAL ANCHOR BOLT
SETTING DETAIL
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4" GONG SLAB C?V1 R 6 MIL VAPOR BARRIER
AND �-11N 4" GRANULAR FILL_
- 2" X 24" RIGIU, PERIMETER INSULATION
- 112" FXPA.N510N JOINT MATERIAL KI
POUREU ELA5TOMERIC P&L T'tlER
SEALANT TOP
SLOPE_ PN-
71 CIVIL ENG. DW65. FCX? I
:U S AND
(,ONG. 51LPF WALK WV 6 X 6 WWF
(W1.4 X WI.4) OVER MIN. 4" C-�RANULAR
FILL. SLOPE '/4" PER FOOT_ D(-V4EL
TO BLOCK AT _'-t -)" O.G.
#4 RFBAR AT 2'-0" O.G. GROUT
GORE-5 AT REBARS SOLID
GONG. BLOCK, SEE FOUNDATION PLAN
FOR SIZE
- - -- GONG. FOU r INO, FLEE FOUND IF i%)N
FL AN
TYPICAL WALL
� FOUNDATION AT DOORS
6ENERAL. NOTES:
CONCRETE
REINFORCED GONGRETE HAS BEEN DESIGNED IN
AGCORDANGE WITH THE LATEST EDITION OF THE
BUILDING GORE REQUREMENT5 FOR RFINFORC„42
GONGRETE (AGI 318), BY THE AMERICAN
GONGRETE INSTITUTE.
REINFORCINO BAR DETAILING, FABRIGATING, AND
PLACING SHALL CONFORM TO THE AGI STANDARDS:
5PECIFIGATION5 FOR 5TRUCTURAL GONGRETE
FOR BUILDINGS (AGI 30 DETAILS AND
DETAILING OF CONCRETE REINFORCEMENT_Q�I
315), AND THE MANUAL OF ENGINEERIN 7 AND
PLAGIN6 DRAWINGS FOR REINFORCED CONCRETE
STRUCTURES (AGI 3158) BY THE AMERICAN
GONGRETE INSTITUTE. THE LATE5T EDITIONS
OF CONCRETE REINFORCING STEEL INSTITUTE'S
REINFORCIN6 BAR DETAILING AND PLAGI
REINFORCING BARS MAY AL50 BE USED
SLABS ON GRADE SHALL BE CONSTRUCTED IN
AGC.ORDANGE WITH AGI 302.IR.
ALL CONCRETE SHALL BE PLACED IN ACC.ORDANGE
WITH THE LATEST EDITION OF GOLD WEATHER
DON_, RETING (AGI) BY THE AMERIGAN
GONGRETE INSTITUTE. AN ADDITIONAL- SET OF
CONCRETE TEST CYLINDERS SHALL BE MADE IF THE
OUTSIDE TEMPERATURE 15 EXPECTED TO FALL
BELOW 40 DEGREES FOR 24 HOURS AFTER THE
POUR. THESE CYLINDERS SHALL BE STORED
IMMEDIATELY ADJACENT TO THE BUILDING
GONGRETE AND COVERED UNDER THE SAME
PR.OTEGTIOK SPECIAL rURING BOXES ARE NOT
PERMITTED FOR THESE TEST CYLINDERS.
MINIMUM CONCRETE G,OMPRE55IVE STRENC _7TH (f'c)
AT 28 DAYS:
FOOTING5 3002 P51
SLABS ON GRADE 3000 P51
C,UR85, SIDEWALKS, d
5L AB5 EXF05ED TO
DE -IGER5 4000 P51
(696 t 1% ENTRAINED
AIR BY VOLUME)
CONCRETE RE I NFORGEMENT:
DEFORMED BARS - NEW BILLET STEEL GOMPLYIN6
WITH A511-1 A615 -85 AND HAVING A MINIMUM YEILD
STRENGTH OF 60,020 Psi.
WELDED WIRE FABRIC -SMOOTH WIRE FABRIC
GOMPLYIN6 WITH ASTM A185.
GONGRETE COVER IN FOOTINGS SHALL BE 3 "; ALL
OTHER PARTS SHALL. HAVE 2" COVER, UNLESS
OTHERWISE NOTED.
UNLESS OTHERWISE SHOWN OR NOTED, 5PLIGING OF
REINFORCING BARS SHALL CONFORM TO THE
REQUIREMENTS OF THE MOST CURRENT AGI
BUILDING GOPE.
FOUNDATIONS:
ALL EXTERIOR FOOTINGS TO BE 3' -0" MINIMUM
BELOW FINISH GRADE AND ON UNDISTURBED SOIL.
ALL FOUNDATION EXGAVATION5 SHALL BE PERFORMED
IN ACGORDANGE MATH THE GEOTECHNIGAL REPORT,
THE EXCAVATION FOR EACH FOUNDATION SHALL BE
INSPECTED BY A QUALIFIED 6EOTECHNIGAL
ENGINEER TO INSURE THAT THE DESIGN `,OIL
PRESSURES MAY BE OBTAINED.
DESIGN NET SOIL PRE550RE:
SPREAD FOOT I NG5: 2000 P5F
WALL FOOTINGS: 2000 P5F
MA50NRY:
ENGINEERED CONCRETE MASONRY HAS BEEN
DESIGNED IN AGGORDANGE WITH THE LATEST
EDITION OF THE BUILDING COVE REQUIREMENT5
FOR CONCRETE MASONRY 5TRUGTUR-FS (AGI
531), BY THE AMERICAN CONCRETE INSTI TIJTE.
GONGRETE MASONRY GON5TRUGTION SHALL CONFORM
TO ALL REQUIREMENT5 OF THE M05T CURRENT
EDITION OF SPECIFICATION FOR GONGRETE
MASONRY GONSTRUGTION (AGI 531.1)
PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.
DE-516N MA50NRY COMPRE551 VE STRENGTH (f'm)
SHALL BE 1350 P51.
MASONRY REINFORCEMENT-.
BOND BEAMS AND VERTIGAL REINFORCEMENT
IN BLOCK GORE5:
NEW BILLET STEEL COMPLYING WITH A5TM
A615 --85 AND HAVING A MINIMUM YEILD
STRENGTH OF 60,000 P51.
UNLE55 OTHERWISE NOTED, MANY CORE5 (WHERE
SPECIFIED ON DRAWINGS) AND BOND BEAMS SHALL
BE FILLED WITH GONGRETE MEETING THE
FOLLOWING REQUIREMENTS:
2500 P5128-DAY GOMPRES�$IVE STRENGTH;
314" MAXIMUM AGGREGATE SIZE; AND IN
MAXIMUM SLUMP.
PROVIDE BEARING PLATE WITH TWO 1/2" X 1' -2"
HOOKED ANCHOR BOLT5 AT BEAMS BEARING
ON MASONRY. 5EE FRAMING PLAN FOR PLATE
SIZES. SPACE BOLTS AT BEAM GAGE.
BEARIN65 FOR BEAMS, LINTELS, JOISTS, ETC,
5HALL BE 50LID MASONRY UNITS OR HOLLOW
MASONRY UNITS WITH GORE5.FILLED SOLID WITH
CONCRETE.
�i No.
=<t : AF'219400124
STATE OF
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