HomeMy WebLinkAboutS001.2FOUNDATION PLAN NOTES
1. REF. S501 FOR STRUCTURAL NOTES, DESIGN DATA & SCHEDULES.
2. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES
TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN
THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY
NOT BE INDICATED.
3. COORDINATE EXACT SIZE & LOCATION OF ALL MECHANICAL OPENINGS IN FOUNDATION
WALLS WITH THE MECHANICAL, ELECTRICAL & PLUMBING CONTRACTORS.
4. ALL ELEVATIONSARE REFERENCED FROM THE FIRST FLOOR FINISH FLOOR ELEVATION
+100'-0". REF. CIVIL DWGS.
5. REF. ARCH. DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY
ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY ARCH ITECTIENGINEER
OF ANY DISCREPANCIES.
6. REF. S401 FORTY PICALFOUNDATION DETAILS.
7. NOTE: PERIMETERWALL AND COLUMN FOOTINGS SHALL BE LOWERED AND/OR SLEEVED
TO PASS BELOW PLUMBING LINES (I.E. SANITARY& STORM SEWERS, WATER LINES, ETC.)
SHOWN ON THE PLUMBING DRAWINGS. PROVIDE FOOTING STEPS AS REQUIRED PER THE
TY PICALDETAILS ON S401.
8. ALL SLAB RECESSES SHALL BE LOCATED PER THE ARCHITECTURAL DRAWINGS.
COORDINATE DEPTHS OF ALL SLAB RECESSES WITH THE ARCHITECTURAL DRAWINGS
AND/OR THE FLOORING SUPPLIER.
9. COORDINATE REINFORCING DOWELS FOR CMU VERTICAL REINFORCING WITH REINF.
NOTED ON PLANS & SECTIONS.
10. COLUMN FOOTINGS, TRENCH FOOTINGS AND WALL FOOTINGS SHALL BEAR ON APPROVED
SOIL. UNDERCUT AS REQ'D TO SUITABLE BEARING MATERIAL AS DETERMINED BY THE
GEOTECHNICAL TESTING AGENCY. REF. TYPICALFOOTING UNDERCUT DETAILX/SXXX.
UNDERCUTTING TO SUITABLE BRG. MATERIAL IS NOT REQUIRED FOR GRADE BEAMS.
REFERENCE ELEVATIONS IN PARENTHESES (-XX'-X") FOR APPROXIMATE ELEVATION TO
SUITABLE BEARING STRATATO BE USE FOR BIDDING PURPOSES.
12. COLUMN FOOTINGS SUPPORTING MORE THAN ONE COLUMN SHALL BE CENTERED AT THE
MIDPOINT BETWEEN THE COLUMNS, UNLESS NOTED OTHERWISE ON PLAN.
13. PROVIDE CONTROL/CONTRACTION JOINTS IN SLABS ON GRADE (REF. THE TYPICAL
DETAILS ON SHEET S401). ALL JOINTS IN SLABS TO RECEIVE THIN OR THICK -SET TERRAllO,
CERAMIC OR PORCELAIN TILE, VINYL -COMPOSITION TILE (VCT) OR VINYLSHEET GOODS,
EPDXY OR SIMILAR THIN-FILM FINISH FLOORING SHALL BE CAREFULLY COORDINATED WITH
THE FLOORING CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SLAB JOINT LAYOUTTO
ARCHITECT/ENGINEER FOR REVIEW PRIOR TO PLACING SLABS.
14.. COLUMN AND WALL FOOTINGS TO BEAR ON EX. LIMESTONE BEDROCK. EXTEND OR
UNDERCUT AS REQ'D TO ACHIEVE MIN. BEARING CAPACITIES LISTED ON PLAN & CONFIRMED
BY THE GEOTECHNICAL INSPECTING & TESTING AGENCY. REF. TYPICALFOOTING EXTENSION
& UNDERCUT DETAILS FOR ADDITIONAL INFORMATION. REFER TO ROCK ELEVATION
CONTOURS ON THE FOUNDATION PLAN FOR APPROXIMATE ELEVATIONS TO ROCK.
ELEVATIONS SHOWN HAVE BEEN INTERPOLATED FROM THE SOILS REPORT& MAYBE USED
FORBIDDING PURPOSES ONLY, ALL ROCK ELEVATIONS SHALL BE ESTABLISHED IN FIELD &
CONFIRMED/RECORDED BY THE INSPECTION/TESTING AGENCY.
15. PLAN LEGEND:
F.F. DENOTES FINISH FLOOR
T/'X' DENOTES TOP OF FTG., GRADE BEAM, SLAB, PIER, ETC.
B/'X' DENOTES BOTTOM OF FTG., GRADE BEAM, ETC.
C.J. DENOTES SLAB ON GRADE CONTROL/CONTRACTION JOINT
WF30-20'-0" DENOTES WALL FOOTING MARK & TOP OF FOOTING
ELEVATION (SEE WALL FOOTING SCHEDULE)
DENOTES COLUMN FOOTING MARK & TOP
OF FTG. ELEVATION (SEE FTG. SCHED.)
DENOTES COLUMN DENOTES PIER MARK & TOP OF PIER
F5.0 4' 8'� ELEVATION (SEE PIER SCHED.)
SIZE (REF. FRAMING � P24 -0'-8
PLANS FOR STUB HSS6x6x318 — — COLUMN FOOTING
COL'S NOT ON FDNS)
I CONCRETE PIER
STEEL COLUMN
I
L_ _J
�Q grssar RELEA$ D FOR CONSTRUCTION
Su[I to compliance With aIIregulaiinns
f State and Local Codes
:Y
"0 DATE: 03/22/19
Adam Schriner
N
46'- 9"
1
S403
I
r-_
NIS
— — -- — — -
I
+99' - 0" —
1 I
S403 I I
4" CONC. SLAB w/6x6 - W1.4xW1.4 WWF ON
6" COMPACTED GRANULAR FILL & 15 MIL
VAPOR BARRIER
TISLAB SLOPES TO O.H. DOORS
I
I
+98'-9"
I
— — — — — — — — — — — — — — — —
BID
S403
a
W O
10" CONC. WALL w/ #5 @ 12" O.C. EA. WAY.
ON 2'-0" x 1'4" CONC. FTG. w/345 CONT.
T/FTG. = +95-2 314"
10
S402
107' 11"
16'- 5" S402
01
3'-4112" 9'-8" 3'4 112"
01
S403 I
-J L Jt—
o
N 5402
44'- 9"
WALLS WITHOUT SHADING TO BE 10"
CONC. WALL wl #5 @ 12" O.C. EA. WAY.
ON 2'-0" x T-0" CONC. FTG. w/345 CONT.
T/FTG. = +88'-2 314"
®EVa
E�lw
2'-3„ I 22
o 8
s403
F
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INDICATES DIRECTION OF i r —
— — — — —
I I I I FLOOR JOIST FRAMING — — —
TY P. I I 2
I I I
S402
�I W12X26 I L-----------�
L -------------
S4 02
S402 I I I I = 1 1
I Z4" XTERIORCONC.SLABw16x6-W1.4xW1.4
WWF ON 6" COMPACTED GRANULAR FILL
TISLAB = +100'-0"
4" CONC. SLAB w/6x6 - W1.4xW1.4 WWF ON 6" CO APACTED
GRANULAR FILL& 15 MIL VAPOR BARRIER /
_ I I TISLAB=+88'-10314"
1 7 7
I I I I I S403 SIM. S403
5 I I I STEP FTG.
1'-0"
S402 I I I
1 LJ I L------� W12X40
NJ
T-2" x 2'-0" CONCRETE FOUNDATION
PIERSw/ #5 @ 12" O.C. EA. WAY,EA. FACE
ON 2'-6" x 3'-6" CONC. FTG. wl #5 @ 12"
O.C. EA. WAY.
T/FTG. = +91'-0"
T/WALL= FIELD VERIFY
14" CONC. WALL w/#5 @ 12" O.C. EA.
WAY., EA. FACE ON 2'-0" x T-0" CONC.
FTG. wl345CONT.
T/FTG. = +88'-2 314"
I
Z4%
12" CONC. WALL w/ #5 @ 10" O.C. EA.S402 I S403 �J
WAY., EA. FACE ON 2'-0" x T-0" CONC. L — — J
FTG.w13-#5CONT. 5 5 ��. I IW12 26
TIFTG. = +88'-2 314"
42'- 1"
2
S403
33'- 2"
1
S403
1' 11 3 4"
N
U,
F_ ----- - --- L
rJ
+98'-911
1 I _ _
S403 I I r 2
14' 6114" S403 SIM.
N �
1 _ -
co
4" CONC. SLABw16x6 W1.4xW1.4 WWF ON I I' 3112" o
N I I 6" COMPACTED GRANULAR FILL & 15 MIL
VAPORBARRIER 1 L —
TISLAB SLOPES TO O.H. DOORS L e
F
+99,411
oo
L------ ------ ------- I S403
---- - --------------J
S402 l
.
N
8
S402
CONC. SLAB ON METAL
DECK, SEE ECTIONS.
C>
M N 1 ol
9 � 4" CONC. SLAB w16x6 - W1.4xW1.4
WWF ON 6" COMPACTED GRANULAR
r — — FILL & 15 MIL VAPOR BARRIER
S402 I I TISLAB=+87'-103/4"I
I
r W12X26
I I I ❑ syel.
22
U
L — J L — — JSTEP FTG.
r J I 5'-0" x 5'-0" x T-0" CONC. FTG. S403 1 0 I 1 F
9 TY P. wl645 EA. WAY. I 4-0 _�_
0 I TIFTG. = 88'-2 314" I I L— J
I I
M
IW12X2 X
Z4" CONC. SLAB w/6x6- W1.4xW1.4 WWF ON 6" COMPACTED i I
GRANULAR FILL & 15 MIL VAPOR BARRIER 1
1 I TISLAB = +88'-10 314" 1 1
I 1 1'- 7 314"
7
J IS402
I
--- — — — — — — — — — — — — — — —
--------------- ----I
N----- _-
u? CV
1 NOTE: T P OF FINISHED FIRST FLOOR= +100'-0". M
S402 I
35- 3 518" L,
WALLS WITHOUT SHADING TO BE 10" CONC. WALL w/ #5 @ 12"
1 10" CONC. WALL w/ #5 @ 12" O.C. EA. WAY. EA. WAY. ON 2'-0" x T-0" CONC. FTG. w/345 CONT.
S403 ON 2'-0" x T-0" CONC. FTG. w1345 CONT. TIFTG. = +88'-2 314"
TIFTG. = +96'-1" TYP.AROUND GRADE
33'- 2"
26'- 6"
6'-7114" 1 14'-9114"
FOUNDATION PLAN
1/8" = 1'-011
45- 7114"
162'- 5"
NOTE: WIDEN FOOTINGS AND -
WALLS TO ACCOMODATE
LIMESTONE VENEER AND PIERS.
T-0
4
S402
50'-0"
30'- 61/2"
1 I I
6 SHADING DENOTES 12" CONC. WALL
w/#5@ 12" O.C. EA. WAY.ON 2'0"x
S402 T-0" CONC. FTG. w/345 CONT.
TIFTG. = +94'-2 314"
4'- 7 718" 6' - 2 /4" 19'- 7 718" WALLS WITHOUT SHADING TO BE 10"
CONC. WALL wl
10 S402 ON 2'-0" x 1' 0" CONC. FTG. w/345 CONT.
S402 — T/FTG. _ +94'-2 314"
--� L-------- --
--_JL------- -- -�
2
s402 I I N I I
I � I
Z CRAWLSPACEAREA
MIN. 4" PEA GRAVEL 1 LI?
3 I OVER 15 MIL VAPOR 1
S402
BARRIER
I I I I
FTS
J + 0 + 2
J 20 I I S402
L--
13' - 9 7/8"
20'- 9"
1
CONC. PIERS& FOOTINGS, 1
REFERENCE SECTION 3/S403
16'- 7 3/8" 20'- 21/4"
3 I 1 2 PROVIDE PRECAST LINTELS TO
S402 1 I S402 SPAN BETWEEN FOOTINGS
_ ____
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CV _ _ L -1 FL I SEE ARCHITECTURAL
- N O
M r _ _ C;, r J I DRAWINGS FOR SCREEN WALL
71DIMENSIONS.
— — L----- r— —-- — ----�
9 FOUNDATION FOR SCREEN
I 2' 1" 101-01, 13' - 9" 4' - 6" 4' - 0" S403 WALL, SEE SECTION.
1
zEn J
01
_ — SEE ARCHITECTURAL FLOOR PLAN
FOR ALL PLAN DIMENSIONS. SHADING DENOTES 12" CONC. WALL w/ #5 @ 12" O.C.
EA. WAY. ON 2'-0" x T-0" CONC. FTG. w/345 CONT.
SHADING DENOTES 12" CONC. WALL wl #5 @ 12" O.C. T/FTG. = +94'-2 314"
EA. WAY. ON 2'-0" x 1'-0" CONC. FTG. wl345 CONT.
TIFTG. = +94'-2 314"
COMPACTED GRANULAR FILL UNDER SLAB
- 0 318"
30'- 4"
618 East MarketStreet
Indianapolis, Indiana 46202
phone 317/264.8162
a x i s a r c In. c o m
Scope Drawings
These drawings indicate the general scope of the project in terms of
architectural design concept, the dimensions of the building, the major
architectural elements and the type of structural, mechanical and
electrical systems. The drawings do not necessarily indicate or describe
all work required for full performance and completion of the requirements
of the contract. On the basis of the general scope indicated or
described, the trade contractors shall furnish all items required for the
proper execution and completion of work.
DRAWNBY NHF
CHECKEDBY WBH
DATE ISSUED 02/09/19
REVISIONS:
# DESCRIPTION DATE
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FOUNDATION PLAN
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PROJECT NUMBER: 18012