HomeMy WebLinkAboutGS101[1]RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
City of Cannel n
STUD WALL
PER ARCH.
low
BRICK VENEER (TYP.) "
PER ARCH 1/2" DIA. SIMPSON TITEN
HD OR 1/2" DIA. ANCHOR
BOLTS AT 4'-0" O.C.
(2) COURSES OF 6" CMU BLOCK
FINISH GRADE W/ FULLY GROUTED CORES 2"
-- PER 4" CONC. SLAB (TYP.)
_111t�i 4 a
°: COMPACTED FACE OF BRICK
GRANULAR FILL VENEER (TYP.)-
12" CONC. GRADE BEAM
W/ (2) — ®4 BARS
CONTINUOUS
3" OUR. low
• —1B.F. EL = PER PLAN (TYP.)
(2) - 84 BARS
SECTION 7 (TYP.J
3/40 = l'-0" GS101
2° 3 1/2" (2) COURSES
10° OF 6° CMU
(TYP.)
T.F. ELE. 0 DOOR PER ARCH.
OPENINGS NOTED FACE OF BRICK
ON PLANS 1/2" DROP IN SLAB VENEER (TYP.)�
REFER TO CIVIL DWGS. FOR SLOPE PER PLAN
TOP OF PAVING FINISH ELF
1
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1
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/4 BARS 0
4° CONCRETE GARAGE
T7P.
4'-0" O.C.
SLAB W/ FIBER MESH
COMPACTED
10
P-0" CONC. GRADE
GRANULAR FILL
(TYP ')
BEAM W/ 2 ROWS
OF (2) - 64 BARS
CONTINUOUS AT w
3" CLR.
DOOR OPENING - °
�.
= B.F. EL PER PLAN
T.F. EL
= 97'- 6"
J12"
(2) - /4 BARS
EDGE OF
SLAB (TYP.)—
V_O,
12"
SECTION 2
FACE OF BRICK
VENEER (TYP.)-\
3/4° = 1'-0"
GS101
2" .
to'
(TYP.)
CARMEL
CITY CENTER
PEDCGR DESIGN GROUP LLC
Architecture / Project Management:
18'-2 3 4" '-0. 355 City Center Drive
Carmel, Indiana 46032
-0° 317.705.7979 (phone)
101 2` t0° EDGE OF T.F. EL. -FACE OF BRICK 2° 101 317.705.7980 (fax)
(TYP') () `fi?)COURSES CMU (TYP.) F (TYP.) SLAB (TIP.) = 97'-6° VENEER (TYP.) (TYP.) (TYP.) o
Architect:
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BEAM / TYR.
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d TYP. u (TYP.) d GS101 q
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(TYP.)
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(TYP.) (TYR.) = gy-6• (TYP.) SLAB (TYP.) (TYP.) 6' CMU (TYP.) `alUumnniryx
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C.J.
10"
(Typ,)
REINFORCED
ESH ON 6 MILRRIER
ECONCRETELAB
OVER
GRANULAR FILL
FACE OF BRICK
= 100'-0°
VENEER (TYP.)
C.J.
C.J.
SLOPE 40
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C.J.
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TYR.
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2
GS101
SLOPE 4"
C.J.
C.J.
TO"
(TYP.)
V
C.J.
C.J.
EDGE OF
SLOPE 4°
SLAB (TYP.)
GRADE
BEAM
c
BELOW
(TYP.)
T.F. EL
= g7'-6"
C.J.
C.J.
GRADE
SLOPE C.
BEAM
FACE OF BRICK
BELOW
VENEER (TYP.)
(TYP.)
C.J.
C.J.
p.
F
TYR.
SLOPE 4"
1 0"
_
GS101
I 1 T
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MR.) MR.)
9:7NNU:�rdail:l
37'-8 1/2"
37'-4 1/2"
36'-0"
EDGE OF B.F. EL
(TYP.)
10"
(TYP.)
1
GS101
TYP.
GRADEBEAM
— — LAD
BELOW ;w
GS101 2
`1
TYP.
(TYP.) $ <i
TYR. i3
$ ci
w
$
GS101
C.J.
C.J.
C.J.
.I
2°
.1
4" CONCRETE SLAB REINFORCED
W/ FIBER MESH ON 6 MIL
,(TYP
GRADE
VAPOR BARRIER OVER
BEAM �+
TYP. o
COMPACTED GRANULAR FILL
10"
BELOW
1
T/ SLAB EL = 100'-0"
()
MR.)
GS101
ti
EDGE OF
I
B.F. EL
TO"
2'
(2) COURSES OF
FACE OF BRICK
SLAB (TYP.)
= 96'-10"
MR.)
MR.)
6" CMU (TYP.)
VENEER (TYP.)
DETACHED GARAGES FOUNDATION PLAN
1/8° = V-0"
GARAGE FOUNDATION PLAN NOTES
1. SEE GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S000, Soot, AND S002 FOR ADDITIONAL
INFORMATION.
2. DIMENSIONS ARE FROM OUTSIDE FACE TO OUTSIDE FACE OF BRICK VENEER.
3. VERIFY ALL FOUNDATION DIMENSIONS WITH ARCHITECTURAL FLOOR PLANS PRIOR TO CONSTRUCTION.
4. REMOVE ALL TOP SOL IN AREA TO BE OCCUPIED BY BUILDING. STORE TOP SOIL THAT IS REQUIRED
FOR FUTURE USE ON SITE IF APPLICABLE. REMOVE ALL EXCESS TOP SOIL AND DEBRIS FROM SITE.
5. EXCAVATE AND BACKFILL SITE AS REQUIRED AND PREPARE FOUNDATIONS PER GENERAL NOTES ON
DRAWING S000.
6. DEPTHS OF FOOTING SHALL BE AS INDICATED OR TO UNDISTURBED EARTH, WHICHEVER IS GREATER.
7. ALL CONCRETE FOOTINGS AND INTERIOR CONCRETE SLABS SHALL BE 3,000 PSI 0 28 DAYS VERIFY ALL
DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR DEVIATIONS PRIOR TO CONSTRUCTION.
8. FOUNDATION SILL PLATES SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS
THAN 1/2" NOMINAL DIA. STEEL BOLTS EMBEDDED AT LEAST 7" OR 1/2" DIA. SIMPSON TEEN HD WITH 5"
EMBED. INTO THE CONCRETE AND SPACED NOT MORE THAN 48" APART. THERE SHALL BE A MINIMUM OF
TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH CORNER. A PROPERLY SIZED NUT
AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. FOUNDATION SILL PLATES SHALL BE OF
TREATED WOOD.
9. ASSUMED ALLOWABLE BEARING CAPACITY OF SOIL IS 2,000 PSF. VERIFY FOUNDATION SIZES AND DEPTH W/
SOILS REPORT AND ADJUST AS REWIRED.
V
23'-8 1/2'
(2) COURSES OF
EDGE OF B.F. EL 6" CMU (TYP.)
SLAB (TYP.) = SEA _6'
I
IT
A
1 4" CONCRETE SLAB RENFORCED
GS101 W/ FIBER MESH ON 6 MIL
VAPOR BARRIER OVER
1
IC
TYP COMPACTED GRANULAR FILL
GS101
T/ SLAB EL = 1 W-0°
TYP.
C.J. C.J.
low _
(TYP)
w
� TYR.
2"
0
2
(TYP.)
Na
� G5101
EDGE OF L B.F. EL
SLAB (TYP.) = 96'-6"
10. PROVIDE #5 BAR x 2'-0" LONG AT MID -DEPTH OF SLAB AT All INTERIOR CORNERS AND WHERE INDICATED.
SEE TYPICAL INTERIOR CORNER SLAB REINFORCEMENT DETAIL ON DRAWING S001 FOR ADDITIONAL INFORMATION.
11. B.F. EL INDICATES BOTTOM OF FOOTING ELEVATION.
12. C.J. INDICATES CONTROL OR CONSTRUCTION JOINT. SEE TYPICAL CONTROL AND/OR CONSTRUCTION JOINT
DETAILS ON DRAWING $001 FOR ADDITIONAL INFORMATION.
13. COORDINATE LOCATIONS AND SIZES OF EXTERIOR DOOR OPENINGS WITH ARCHITECTURAL DRAWINGS. SEE TYPICAL
EXTERIOR DOOR DETAIL ON DRAWING S001 FOR ADDITIONAL INFORMATION.
14. COORDINATE SIZE AND LOCATION OF FLOOR DRAIN WITH MECHANICAL DRAWINGS. SEE TYPICAL FLOOR DRAIN
DETAIL ON DRAWING S001 FOR ADDITIONAL INFORMATION.
15. E.O.G. INDICATES EDGE OF GRADE BEAM.
16. INDICATES LOCATION OF EDGE OF CONCRETE GRADE BEAM BELOW.
17. INDICATES LOCATION OF THICKENED OR TURN DOWN SLAB BELOW.
18. ELEVATIONS BASED ON AN ASSUMED ELEVATIGN OF 100'-D" AT TOP OF FIRST FLOOR SLAB.
19. ALL EXTERIOR WALLS ARE TO BE SHEATHED W TH 7/16" APA RATED OSB OR PLYWOOD PANELS
ORIENTED HORIZONTALLY AND ATTACHED WITH Ed NAILS AT 60 O.C. AROUND PANEL EDGES AND 12"
O.C. ON INTERMEDIATE ENDS OR WITH 1 3/4" 16 GA. STAPLES AT 3" O.C. AROUND PANEL EDGES
AND 12° O.C. ON INTERMEDIATE STUDS (FIRST, SECOND, AND THIRD FLOORS).
20. PROVIDE 1/2' x 10" SIMPSON TITEN HD SCREW ANCHOR W TH 1/8" x 3" x 3" PLATE WASHER PER DETAIL
C ON SHEET SOD2 AT EACH END OF SHEARWALL
NOTE
FIBER MESH IS SYNTHERC FIBERS
ADDED TO CONCRETE MIX TO
HELP PREVENT CRACKING.
CONTRACTOR MAY USE
6x6-W2.9xW2.9 W.W.F. IN UEU
OF FIBER MESH.
o S _09-19
Developer:
P E D C G R
DEVELOPMENT CO.
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CONSTRUCTION DOCUMENTS
Set Issue Date I Sheet Issue Date
5/0912018 5109/2018
Imam By Checked By
RJH JA1F
Last Revision Date
Project Number:
Sheet TNIe:
DETACHED GARAGE
FOUNDATION PLANS
Sheet Number:
GS101
DATE:
1 U/2b/ 18