HomeMy WebLinkAbout44-98 ADLS Blockbuster Large Format.9EXISTING CONCRETE FOUNDATION
WALL AND FLOOR SLAB
V2" EXPANSION JOINT MATERIAL W/
POURED ELA5TOMERIG POLYMER
SEALANT TOP
4" GONG. 51DEWALK W/ 6 X 6 WWF
(41.4 X Wi.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 1/4" PER FOOT.
SEE CIVIL ENG. DWG -5.
FOR GUR55 AND
51DEWALK
TYPICAL EXISTING
EXTERIOR AALL FOUNDATION
SCALE 3/4" = 1'-0"
FORMED KEYWAY
CONSTRUCTION
JOINT
CONSTRUCTION JOINT
SAWED OR PREMOLDED
JOINT
JOINT SEALANT
FIN. FLOOR OL
JOINT FILLER NOT TO
BOND W/ SEALANT
TYPICAL SLAB ON
6� GRADE JOINTS
4 GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
FIN. FLOOR
FIN. FLOOR
- } FIN. FLOOR
— 2" X 24" RIGID PERIMETER INSULATION
1,�" EXPANSION JOINT MATERIAL W/
POURED ELASTOMERIC POLYMER
SEALANT TOP
SEE CIVIL ENG. DWG5.
FOR CURBS AND
51DEWALK e
4" GONG. SIDEWALK W/ 6 X 6 WWF
041.4 X WI.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 14" PER FOOT
GONG. BLOCK, SEE FOUNDATION PLAN
FOR SIZE
GONG. FOOTING, SEE FOUNDATION PLAN
TYPICAL EXTERIOR
,-� WALL FOUNDATION
INTERIOR
TYPICAL COLUMN
e� ISOLATION JOINTS
=v SCALE 3,. _ b
EXTERIOR
JUT5IDE FACE OF BLDG.
5TEEL COLUMN
.EL COLUMN
/2" PREFORMED EXPANSION
JOINT MATERIAL
"ONGRETE OR 6ROUT
2" X 24" RIGID PERIMETER INSULATION
�-NGHOR BOLT
:ILL W/ CONCRETE MIN. 2500 PSI
4 - #5 REBAR5 DOWEL=D TO FOOTING
W/ 3 #3 TIES
CONCRETE FOOTING, SLE FOUNDATION
PLAN FOR DETAILS
TYPICAL EXTERIOR
COLUMN PILASTER DETAIL
FIN. FLOOR
OL
GONG. BLOCK,
SEE FI.I FOR 51ZE
4" GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
/ 2" X 24" RIGID PERIMETER INSULATION
12" EXPANSION JOINT MATERIAL W/
POURED ELA5
TOM
ERIC POLYMER
SEALANT TOP
SEE CIVIL ENG. DW65. FOR
GURB5 AND SIDEWALK
4" GONG. SIDEWALK W/ 6 X 6 WWF
(41.4 X 41.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 14" PER FOOT. DOWEL
TO BLOCK AT 2'-0" O.G.
#4 REBAR AT 2'-O" O.G. GROUT GORES AT
REBAR5 SOLID
GONG. FOOTING, SEE FOUNDATION
PLAN
TYPICAL STOREFRONT
WALL FOUNDATION
21� SCALE 5/4-1
PLAN
STEEL COLUMI
LEVELING 4
BEARING PLA'
SECTION
- 44" X I'-3" ANCHOR
BOLTS (A36)
1'-3'
M�
TYPICAL ANCHOR BOLT
SETTING DETAIL
z 1) SCALE 5/4". b
4" GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
2" X 24" RIGID PERIMETER INSULATION
FIN. FLOOR 1W2" EXPANSION JOINT MATERIAL W/
POURED ELA5TOMERIG POLYMER
SEALANT TOP
SLOPE DN. —
SEE CIVIL ENG. DWG5.
FOR CURBS AND
SIDEWALK
'A
4" GONG. 51DEKALK W/ 6 X 6 WWF
(41.4 X 41.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 1/" PER FOOT. DOWEL
TO BLOCK AT 2'-0" O.G.
'• : • : #4 REBAR AT 2'-'O" O.G. GROUT
GORES AT REBAR5 SOLID
�. • - . o GONG. BLOCK, SEE FOUNDATION PLAN
FOR SIZE
CONC. FOOTING, SEE FOUNDATION
PLAN
TYPICAL WALL
FOUNDATION AT DOORS
SCALE 3/4" = 1'-0"
STEEL COLUMN
CONCRETE �12" PREFORMED EXPAN5ION
FLOOR JOINT MATERIAL ® EDGE OF
SLAB SLAB
FIN. FLOOR
. • e�
CONCRETE OR GROUT
INTERIOR COLUMN
FOOTING, SEE FOUNDATION
PLAN
44" (P ANCHOR BOLT
TYPICAL INTERIOR
COLUMN DETAIL
GENERAL NOTES:
CONCRETE
REINFORCED CONCRETE HAS BEEN DE516NED IN
ACCORDANCE WITH THE LATEST EDITION OF THE
BU I LD I N6 CODE REQUIREMENTS FOR REINFORCED
CONGRETE (AGI 318), BY THE AMERICAN
CONCRETE INSTITUTE.
REINFORGIN6 BAR DETAILING, FABRIGATIN(5, AND
PLACING SHALL CONFORM TO THE AGI STANDARDS:
SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS lAGI 301). DETAILS AND
DETAILING OF CONCRETE REINFORGEMENT (AGI
315), AND THE MANUAL OF ENGINEERING AND
PLAGIN6 DRAWINGS FOR REINFORCED CONCRETE
5TRUGTURE5 (AGI 3158) BY THE AMERICAN
CONCRETE INSTITUTE.THE LATEST EDITIONS
OF CONCRETE RE I NFORC I N6 STEEL I N5TI TUTE'5
REINFORCING BAR DETAILING AND PLAGIN6
REINFORGIN6 BARS MAY AL -50 BE USED.
SLABS ON 6RADE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH AGI 302.1 R.
ALL CONCRETE SHALL BE PLACED IN ACCORDANCE
WITH THE LATEST EDITION OF COLD ViEATHER
CONCRETING (AGI) BY THE AMERICAN
CONCRETE 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
CONCRETE AND COVERED UNDER THE SAME
PROTECTION. SPECIAL GURIN6 BOXES ARE NOT
PERMITTED FOR THESE TEST CYLINDERS.
MINIMUM CONCRETE GOMPRESSIVE STRENGTH Wc)
AT 26 DAYS:
FOOTINGS 3000 P51
SLABS ON GRADE 3000 PSI
GURB5, SIDEWALKS, 4
SLABS EXPOSED TO
IDE 4000 P51
(6515 t IRS ENTRAINED
AIR BY VOLUME)
CONCRETE RE I NFORCEMENT:
DEFORMED BARS - NEW BILLET STEEL GOMPLYIN6
WITH A5TM A615-85 AND HAVING A MINIMUM YEILD
STRENGTH OF 60,000 PSI.
WELDED WIRE FABRIC -SMOOTH WIRE FABRIC
GOMPLYING WITH A5TM A185.
CONCRETE COVER IN FOOTINGS SHALL BE 3"; ALL
OTHER PARTS SHALL HAVE 2' COVER, UNLESS
OTHERWISE NOTED.
UNLESS OTHERWISE SHOWN OR NOTED, 5PLIGING OF
R.EINFORCIN6 BARS SHALL CONFORM TO THE
REQUIREMENTS OF THE M05T CURRENT AGI
BUILDING CODE.
FOUNDAT1 ON5:
ALL EXTERIOR FOOTIN65 TO BE 3'-0" MINIMUM
BELOW FINISH GRADE AND ON UNDISTURBED SOIL.
ALL FOUNDATION EXCAVATIONS SHALL BE PERFORMED
IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
THE EXCAVATION FOR EACH FOUNDATION SHALL BE
INSPECTED BY A QUALIFIED 6EOTEGHNIGAL
ENGINEER TO INSURE THAT THE DESIGN SOIL
PRESSURES MAY BE OBTAINED.
DESIGN NET SOIL PRESSURE.
SPREAD FOOTINGS: 2000 P5F
WALL FOOTINC75: 2000 PSF
MAWNR`t':
ENGINEERED CONCRETE MASONRY HAS BEEN
DE516NED IN ACCORDANCE WITH THE LATEST
EDITION OF THE BUILDING CODE REQUIREMENTS
FOR CONCRETE MASONRY STRUCTURES (AG I
531), BY THE AMERICAN CONCRETE INSTITUTE.
CONCRETE MASONRY CONSTRUCTION SHALL CONFORM
TO ALL REQUIREMENTS OF THE MOST CURRENT
EDITION OF SPECIFICATION FOR CONCRETE
MASONRY GON5TRUGTION (AGI 531.1)
PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.
DESIGN MASONRY COMPRESSIVE STRENGTH (fW
SHALL BE 1350 PSI.
MASONRY REINFORCEMENT:
BOND BEAMS AND VERTICAL REINFORCEMENT
IN BLOCK GORES:
NEW BILLET STEEL COMPLYIN6 WITH ASTM
A615-85 AND HAVING A MINIMUM YEILD
5TREN6TH OF 60000 P51.
UNLESS OTHERWI5E NOTED, MASONRY CORE5 (WHERE
SPECIFIED ON DRAWINGS) AND BOND BEAMS SHALL
BE FILLED WITH CONCRETE MEETING THE
FOLLOWING REQUIREMENTS:
2500 PSI 28 -DAY COMPRE-551 VE STRENGTH;
3/4" MAXIMUM A66RE6ATE SIZE; AND 7"
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. SPAGE BOLTS AT BEAM GAGE.
BEARINGS FOR BEAMS, LINTELS, JOISTS, ETC.
SHALL BE SOLID MASONRY UNITS OR HOLLOW
MASONRY UNITS WITH GORES FILLED SOLID WITH
CONCRETE.
EEN
:a No,
=Q : AR19400124
STATE OF
51
•,
CERTIFIED BYi
DRAWNG REVEW I
MAY 4, )g18
3
4
BUIL DNG AGENCY SUE
MAY 4, IQgB
CONSTRUCTION BD/
REVISIONS
----------------------------------------- - -
2
3 !
--4- ---------- -------------
--4A-----------------------------* ------------------
FLL.E - DATE - TWE
W P2-1 W4M 09,44
J.
Foundatlo
Detalls
I
PRO�CT NQ
O •-.
`00
I.
FIN. FLOOR
- } FIN. FLOOR
— 2" X 24" RIGID PERIMETER INSULATION
1,�" EXPANSION JOINT MATERIAL W/
POURED ELASTOMERIC POLYMER
SEALANT TOP
SEE CIVIL ENG. DWG5.
FOR CURBS AND
51DEWALK e
4" GONG. SIDEWALK W/ 6 X 6 WWF
041.4 X WI.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 14" PER FOOT
GONG. BLOCK, SEE FOUNDATION PLAN
FOR SIZE
GONG. FOOTING, SEE FOUNDATION PLAN
TYPICAL EXTERIOR
,-� WALL FOUNDATION
INTERIOR
TYPICAL COLUMN
e� ISOLATION JOINTS
=v SCALE 3,. _ b
EXTERIOR
JUT5IDE FACE OF BLDG.
5TEEL COLUMN
.EL COLUMN
/2" PREFORMED EXPANSION
JOINT MATERIAL
"ONGRETE OR 6ROUT
2" X 24" RIGID PERIMETER INSULATION
�-NGHOR BOLT
:ILL W/ CONCRETE MIN. 2500 PSI
4 - #5 REBAR5 DOWEL=D TO FOOTING
W/ 3 #3 TIES
CONCRETE FOOTING, SLE FOUNDATION
PLAN FOR DETAILS
TYPICAL EXTERIOR
COLUMN PILASTER DETAIL
FIN. FLOOR
OL
GONG. BLOCK,
SEE FI.I FOR 51ZE
4" GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
/ 2" X 24" RIGID PERIMETER INSULATION
12" EXPANSION JOINT MATERIAL W/
POURED ELA5
TOM
ERIC POLYMER
SEALANT TOP
SEE CIVIL ENG. DW65. FOR
GURB5 AND SIDEWALK
4" GONG. SIDEWALK W/ 6 X 6 WWF
(41.4 X 41.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 14" PER FOOT. DOWEL
TO BLOCK AT 2'-0" O.G.
#4 REBAR AT 2'-O" O.G. GROUT GORES AT
REBAR5 SOLID
GONG. FOOTING, SEE FOUNDATION
PLAN
TYPICAL STOREFRONT
WALL FOUNDATION
21� SCALE 5/4-1
PLAN
STEEL COLUMI
LEVELING 4
BEARING PLA'
SECTION
- 44" X I'-3" ANCHOR
BOLTS (A36)
1'-3'
M�
TYPICAL ANCHOR BOLT
SETTING DETAIL
z 1) SCALE 5/4". b
4" GONG. SLAB OVER 6 MIL VAPOR BARRIER
AND MIN. 4" GRANULAR FILL
2" X 24" RIGID PERIMETER INSULATION
FIN. FLOOR 1W2" EXPANSION JOINT MATERIAL W/
POURED ELA5TOMERIG POLYMER
SEALANT TOP
SLOPE DN. —
SEE CIVIL ENG. DWG5.
FOR CURBS AND
SIDEWALK
'A
4" GONG. 51DEKALK W/ 6 X 6 WWF
(41.4 X 41.4) OVER MIN. 4" GRANULAR
FILL. SLOPE 1/" PER FOOT. DOWEL
TO BLOCK AT 2'-0" O.G.
'• : • : #4 REBAR AT 2'-'O" O.G. GROUT
GORES AT REBAR5 SOLID
�. • - . o GONG. BLOCK, SEE FOUNDATION PLAN
FOR SIZE
CONC. FOOTING, SEE FOUNDATION
PLAN
TYPICAL WALL
FOUNDATION AT DOORS
SCALE 3/4" = 1'-0"
STEEL COLUMN
CONCRETE �12" PREFORMED EXPAN5ION
FLOOR JOINT MATERIAL ® EDGE OF
SLAB SLAB
FIN. FLOOR
. • e�
CONCRETE OR GROUT
INTERIOR COLUMN
FOOTING, SEE FOUNDATION
PLAN
44" (P ANCHOR BOLT
TYPICAL INTERIOR
COLUMN DETAIL
GENERAL NOTES:
CONCRETE
REINFORCED CONCRETE HAS BEEN DE516NED IN
ACCORDANCE WITH THE LATEST EDITION OF THE
BU I LD I N6 CODE REQUIREMENTS FOR REINFORCED
CONGRETE (AGI 318), BY THE AMERICAN
CONCRETE INSTITUTE.
REINFORGIN6 BAR DETAILING, FABRIGATIN(5, AND
PLACING SHALL CONFORM TO THE AGI STANDARDS:
SPECIFICATIONS FOR STRUCTURAL CONCRETE
FOR BUILDINGS lAGI 301). DETAILS AND
DETAILING OF CONCRETE REINFORGEMENT (AGI
315), AND THE MANUAL OF ENGINEERING AND
PLAGIN6 DRAWINGS FOR REINFORCED CONCRETE
5TRUGTURE5 (AGI 3158) BY THE AMERICAN
CONCRETE INSTITUTE.THE LATEST EDITIONS
OF CONCRETE RE I NFORC I N6 STEEL I N5TI TUTE'5
REINFORCING BAR DETAILING AND PLAGIN6
REINFORGIN6 BARS MAY AL -50 BE USED.
SLABS ON 6RADE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH AGI 302.1 R.
ALL CONCRETE SHALL BE PLACED IN ACCORDANCE
WITH THE LATEST EDITION OF COLD ViEATHER
CONCRETING (AGI) BY THE AMERICAN
CONCRETE 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
CONCRETE AND COVERED UNDER THE SAME
PROTECTION. SPECIAL GURIN6 BOXES ARE NOT
PERMITTED FOR THESE TEST CYLINDERS.
MINIMUM CONCRETE GOMPRESSIVE STRENGTH Wc)
AT 26 DAYS:
FOOTINGS 3000 P51
SLABS ON GRADE 3000 PSI
GURB5, SIDEWALKS, 4
SLABS EXPOSED TO
IDE 4000 P51
(6515 t IRS ENTRAINED
AIR BY VOLUME)
CONCRETE RE I NFORCEMENT:
DEFORMED BARS - NEW BILLET STEEL GOMPLYIN6
WITH A5TM A615-85 AND HAVING A MINIMUM YEILD
STRENGTH OF 60,000 PSI.
WELDED WIRE FABRIC -SMOOTH WIRE FABRIC
GOMPLYING WITH A5TM A185.
CONCRETE COVER IN FOOTINGS SHALL BE 3"; ALL
OTHER PARTS SHALL HAVE 2' COVER, UNLESS
OTHERWISE NOTED.
UNLESS OTHERWISE SHOWN OR NOTED, 5PLIGING OF
R.EINFORCIN6 BARS SHALL CONFORM TO THE
REQUIREMENTS OF THE M05T CURRENT AGI
BUILDING CODE.
FOUNDAT1 ON5:
ALL EXTERIOR FOOTIN65 TO BE 3'-0" MINIMUM
BELOW FINISH GRADE AND ON UNDISTURBED SOIL.
ALL FOUNDATION EXCAVATIONS SHALL BE PERFORMED
IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
THE EXCAVATION FOR EACH FOUNDATION SHALL BE
INSPECTED BY A QUALIFIED 6EOTEGHNIGAL
ENGINEER TO INSURE THAT THE DESIGN SOIL
PRESSURES MAY BE OBTAINED.
DESIGN NET SOIL PRESSURE.
SPREAD FOOTINGS: 2000 P5F
WALL FOOTINC75: 2000 PSF
MAWNR`t':
ENGINEERED CONCRETE MASONRY HAS BEEN
DE516NED IN ACCORDANCE WITH THE LATEST
EDITION OF THE BUILDING CODE REQUIREMENTS
FOR CONCRETE MASONRY STRUCTURES (AG I
531), BY THE AMERICAN CONCRETE INSTITUTE.
CONCRETE MASONRY CONSTRUCTION SHALL CONFORM
TO ALL REQUIREMENTS OF THE MOST CURRENT
EDITION OF SPECIFICATION FOR CONCRETE
MASONRY GON5TRUGTION (AGI 531.1)
PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.
DESIGN MASONRY COMPRESSIVE STRENGTH (fW
SHALL BE 1350 PSI.
MASONRY REINFORCEMENT:
BOND BEAMS AND VERTICAL REINFORCEMENT
IN BLOCK GORES:
NEW BILLET STEEL COMPLYIN6 WITH ASTM
A615-85 AND HAVING A MINIMUM YEILD
5TREN6TH OF 60000 P51.
UNLESS OTHERWI5E NOTED, MASONRY CORE5 (WHERE
SPECIFIED ON DRAWINGS) AND BOND BEAMS SHALL
BE FILLED WITH CONCRETE MEETING THE
FOLLOWING REQUIREMENTS:
2500 PSI 28 -DAY COMPRE-551 VE STRENGTH;
3/4" MAXIMUM A66RE6ATE SIZE; AND 7"
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. SPAGE BOLTS AT BEAM GAGE.
BEARINGS FOR BEAMS, LINTELS, JOISTS, ETC.
SHALL BE SOLID MASONRY UNITS OR HOLLOW
MASONRY UNITS WITH GORES FILLED SOLID WITH
CONCRETE.
EEN
:a No,
=Q : AR19400124
STATE OF
51
•,
CERTIFIED BYi
DRAWNG REVEW I
MAY 4, )g18
3
4
BUIL DNG AGENCY SUE
MAY 4, IQgB
CONSTRUCTION BD/
REVISIONS
----------------------------------------- - -
2
3 !
--4- ---------- -------------
--4A-----------------------------* ------------------
FLL.E - DATE - TWE
W P2-1 W4M 09,44
J.
Foundatlo
Detalls
I
PRO�CT NQ