HomeMy WebLinkAboutW CARMEL STORAGE FOUNDATIONS.PDFI �� I I I I I I I I I I I I I I �� I I
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GENERAL NOTES
'�' �, ���i �i�l�l f��� ; ; � �� �yl.11�'��� ��»�
u�:7:�
WF1
SIZE (W x D) I REINFORCEMENT
1'-4" x 2'-6" (2) —#5 CONT. BOT.
, -. _. � � _ � � � -� , - — �. -
� , , ,�. � ,''�/�1` �' �_�i 1'_� �
1). CONCRETE STRENGTH (f'c) = 4000 psi
2). SUBGRADE MODULUS (k) = 100 pci
3). MIN. COLUMN BASE P�ATE = 4"x4"
4). ALLOWABLE COLUMN LOAD = 10,900 Ibs
• � � •�j•
1). COORDINATE FINISH FLOOR ELEVATION WITH CIVIL
AND ADJUST FOUNDATION E�EVATIONS
ACCORDING�Y.
2). TOP OF FOOTING ELEVATION TO BE A MINIMUM
OF 2'-0" BELOW FINISH GRADE AS SHOWN ON
CIVIL DRAWINGS.
3). SEE ARCH. DWGS. FOR LOCATIONS AND SIZES
OF DOOR OPENINGS.
4). AVOID PLACWG CONSTRUCTION/CONTROL JOINTS
DIRECTLY UNDER PARTITION WALLS. SLAB POST
LOADS SHOULD NOT BE PLACED WITHIN 30
INCNES OF SLAB CONTROL JOINTS. COORDINATE
JOINT LAYOUT WITH METAL BLDG. SUPPLIER IN
FIE�D. MAXIMUM JOINT SPACING 15'-0" O.C.
WITH 10'-0" PREFERRED. REFER TO SHEET
F-511 FOR JOINTS' DETAILS. USE DETAIL
2/F511 IF CO�D JOINT IS REQUIRED.
5). INSTALL SLAB REINFORCING AT ALL EXTERIOR
DOORS SHOWN ON ARCHITECTURAL DRAWINGS,
REFER TO F-511 FOR DETAI�.
6) CONSTRUCT THICKEN SLAB UNDER CENTER LINE
OF METAL PANEL WALLS WHERE APPLICABLE,
COORDINATE LOCATION WITH ARCHITECTURAL
FLOOR PLANS.
7) CONSTRUCT INTERIOR SPREAD FOOTING UNDER
WALLS AT ELEVATOR AND STAIR WHERE
APPLICABLE.
F4UNDATION KEYED NOTES
J 1O 4" SLAB ON GRADE WITH NYLON FIBER
REINFORCING OVER 4" COMPACTED GRANULAR
FILL ON 10 MIL. VAPOR BARRIER. VAPOR
� BARRIER TO BE LAPPED 6" AND TAPED.
ATTACH SECURELY TO FOUNDATION PER
MANUFACTURER'S RECOMMENDATIONS.
: � � • �� • ' � �\
' = ' ��
SEE COLUMN PAD SCHEDULE ON F-5111
CONTROL JOINT (TYP), SEE 1/F-51 1
FOUNDATION FOOTING, SEE F-511 FOR DETAILS
SLAB REINFORCING AT DOOR, SEE 3/F-511
COLUMN FOOTING/PAD, COORDINATE WITH
STRUCTURAL.
O EXTERIOR CONCRETE — S�OPE %4" PER FOOT
AWAY FROM BUILDING WITH BROOM FINISH, SEE
ARCHITECTURAL PLANS FOR LOCATIONS.
;t, �7 8" CMU VERTICALLY REINFORCED WITH #5 @
� 32" O.C. AND HORIZONTAL TRUSS TYPE
� REINFORCING EVERY OTHER COURSE (TYP.)
O8 12" CONCRETE PAD REINFORCED WITN #5 AT
12" O.C. BOTTOM. T/SLAB 811.00' WITH SUMP
AS REQUIRED (COORDINATE SIZE & LOCATION
OF SHAFT AND SUMP W/ARCHITURA� DRAWINGS
� AND ELEVATOR MANUFACTURER REQUIREMENTS)
�9 SUMP PIT — VERIFY WITH ELEVATOR SUPPLIER.
REFERENCE NORTH
ACTUAL NORTH
KEY PLA�I
SCALE� NONE
B
C D
���kA� � Ur.�ni��
ARCHITECTURE PLANNING DESIGN CREATION
55 (�OtVUMENT CIRCLE
SUITE 1212
�NDiANAPOL�S, �NDiANA
46204 - 2910
PH : 317-348-1000
FAX : 317-951-1213
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95%
CONSTRUCTION
SET
THIS DRAy�ING AND A�L INFORMATION ON �T �S THE
PROPERTY OF ARCHITURA CORPOR,4TION. �T IS
CONF�IDENTIA� AND ITS SUBMiSS10N OR DISTRIBUTION
TO MEET OFFICIAL REGULATORY REQUIREMENTS OR
FOR OTHER PURP05ES �N CONNECTION �N�TH THIS
PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION
�N DEROGATION OF COMMON I-A�IV COPYRIGHT OR
OTHER RESERVED RIGHTS. THIS DRA�y�NG NOR At�Y
PART OF IT NOR APJY INPORMATION CONCERN�NG IT
MAY BE COPIED, EXHIBI7ED, REPRODUCED OR
FURN�SHED TO OTHERS NOR MAY PHOTOGRAPHS BE
MROM �HIS N DRA� NG �NBHOUTE�yRi�TTENASCONSENT
OF ARCHITURA CORPORATION.
�t COPYRIGHT 2014 ARCHITURA CORPO ATION
SIGNATURE �,
m :; �'
SEAL
�
,.
�� �.��,:,�u�,,
DATE: 05/16/16
COMMISSION: 15133
DRAy�ING BY; I.J.
CHECKED BY: C.A.K.
REVIS►ONS
PROJECT NAME
WEST CAFiMEL DRIVE
SELF STORAGE
765 WEST CARMEL DRIVE
CARMEL, IN 46032
SHEET TITLE
FOUNDATION
PLAN
SHEET NUMBER
.
:�
25'-4"
2
3
4
45' — 4"
5
6
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3�
�1 2 3 4
BUILDING �E� FOU�IDATION PLA�1
SCALE� �/8n - I�—O�
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GENERAL NOTES
�n� �, ��" �� ���I�� \� , `�� �y�il�����) I����
� , ■ • •
� .� I� I. � i : •
� �SSVM��IONS ��� �OR SI�� ��SIGN
1). CONCRETE STRENGTH (f'c) = 4000 psi
2). SUBGRADE MODULUS (k) = 100 pci
3). MIN. COLUMN BASE P�ATE = 4"x4"
4). ALLOWABLE COLUMN LOAD = 10,900 Ibs
FOUNDATION NOTES
1). COORDINATE FINISH FLOOR ELEVATION WITH CIVIL
� AND ADJUST FOUNDATION E�EVATIONS
ACCORDING�Y.
2). TOP OF FOOTING ELEVATION TO BE A MINIMUM
OF 2'-0" BELOW FINISH GRADE AS SHOWN ON
CIVIL DRAWINGS.
3). SEE ARCH. DWGS. FOR LOCATIONS AND SIZES
OF DOOR OPENINGS.
4). AVOID PLACWG CONSTRUCTION/CONTROL JOINTS
DIRECTLY UNDER PARTITION WALLS. SLAB POST
LOADS SHOULD NOT BE PLACED WITHIN 30
INCNES OF SLAB CONTROL JOINTS. COORDINATE
JOINT LAYOUT WITH METAL BLDG. SUPPLIER IN
--- \._/ FIE�D. MAXIMUM JOINT SPACING 15'-0" O.C.
WITH 10'-0" PREFERRED. REFER TO SHEET
F-511 FOR JOINTS' DETAILS. USE DETAIL
2/F511 IF CO�D JOINT IS REQUIRED.
5). INSTALL SLAB REINFORCING AT ALL EXTERIOR
DOORS SHOWN ON ARCHITECTURAL DRAWINGS,
REFER TO F-511 FOR DETAI�.
6) CONSTRUCT THICKEN SLAB UNDER CENTER LINE
OF METAL PANEL WALLS WHERE APPLICABLE,
COORDINATE LOCATION WITH ARCHITECTURAL
FLOOR PLANS.
--� 7) CONSTRUCT INTERIOR SPREAD FOOTING UNDER
WALLS AT ELEVATOR AND STAIR WHERE
APPLICABLE.
_ �
_ --O
_- U
--O
�
_ ��
- A
F4UNDATION KEYED NOTES
1O 4" SLAB ON GRADE WITH NYLON FIBER
REINFORCING OVER 4" COMPACTED GRANULAR
FILL ON 10 MIL. VAPOR BARRIER. VAPOR
BARRIER TO BE LAPPED 6" AND TAPED.
ATTACH SECURELY TO FOUNDATION PER
MANUFACTURER'S RECOMMENDATIONS.
�2 CONTROL JOINT (TYP), SEE 1/F-51 1
O3 FOUNDATION FOOTING, SEE F-511 FOR DETAILS
O4 SLAB REINFORCING AT DOOR, SEE 3/F-511
O5 COLUMN FOOTING/PAD, COORDINATE WITH
STRUCTURAL.
O EXTERIOR CONCRETE - S�OPE %4" PER FOOT
AWAY FROM BUILDING WITH BROOM FINISH, SEE
ARCHITECTURAL PLANS FOR LOCATIONS.
O7 8" CMU VERTICALLY REINFORCED WITH #5 @
32" O.C. AND HORIZONTAL TRUSS TYPE
REINFORCING EVERY OTHER COURSE (TYP.)
O8 12" CONCRETE PAD REINFORCED WITN #5 AT
12" O.C. BOTTOM. T/SLAB 811.00' WITH SUMP
AS REQUIRED (COORDINATE SIZE & LOCATION
OF SHAFT AND SUMP W/ARCHITURA� DRAWINGS
AND ELEVATOR MANUFACTURER REQUIREMENTS)
�9 SUMP PIT - VERIFY WITH ELEVATOR SUPPLIER.
REFERENCE NORTH
ACTUAL NORTH
KEY PLA�I
SCALE� NONE
C D
�B
/
���kA� � Ur.�ni��
ARCHITECTURE PLANNING DESIGN CREATION
55 (�OtVUMENT CIRCLE
SUITE 1212
�NDiANAPOL�S, �NDiANA
46204 - 2910
PH : 317-348-1000
FAX : 317-951-1213
y�+�y�y.ARCH ITU RACORP.COM
95%
CONSTRUCTION
SET
THIS DRAy�ING AND A�L INFORMATION ON �T �S THE
PROPERTY OF ARCHITURA CORPOR,4TION. �T IS
CONF�IDENTIA� AND ITS SUBMiSS10N OR DISTRIBUTION
TO MEET OFFICIAL REGULATORY REQUIREMENTS OR
FOR OTHER PURP05ES �N CONNECTION �N�TH THIS
PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION
�N DEROGATION OF COMMON I-A�IV COPYRIGHT OR
OTHER RESERVED RIGHTS. THIS DRA�y�NG NOR At�Y
PART OF IT NOR APJY INPORMATION CONCERN�NG IT
MURN�S ED TOP'0 HE S NOREMAY PHO OG APHS BE
MROM �HIS N DRA� NG 1NBHOUTE�yRi�TTENASCONSENT
OF ARCHITURA CORPORATION.
�t COPYRIGHT 2014 ARCHITURA CORPO ATION
SIGNATURE ��,
�
SEAL
DATE: 05/16/16
COMMISSION: 15133
DRAy�ING BY; I.J.
CHECKED BY: C.A.K.
REVIS►ONS
PROJECT NAME
WEST CAFiMEL DRIVE
SELF STORAGE
765 WEST CARMEL DRIVE
CARMEL, IN 46032
SHEET TITLE
FOUNDATION
PLAN
SHEET NUMBER
—
�1 2 3 O 5 6 7 8 9 10 11 12 y3 14
�
i
0
N
O
3
4
5
6
i � • � � • � ��
' ; • ,'�
7
8
9
12
�13
14
�1 2 3 4 5 6 7 8 9 10 y1 �12 13 �14
: � � • �� • ' ' ��
. : , ��
GENERAL NOTES
'�' �, ���i �i�l�l f��� ; ; � �� �yl.11�'��� ��»�
MARK SIZE (W x D) REINFORCEMENT
WF1 1'-4" x 2'-6" (2) —#5 CONT. BOT.
, -. _. � � _ � � � -� , - - �. -
� , , ,�. � ,''�/�1` �' �_�i 1'_� �
1). CONCRETE STRENGTH (f'c) = 4000 psi
2). SUBGRADE MODULUS (k) = 100 pci
3). MIN. COLUMN BASE P�ATE = 4"x4"
4). ALLOWABLE COLUMN LOAD = 10,900 Ibs
• � � •�j•
1). COORDINATE FINISH FLOOR ELEVATION WITH CIVIL
AND ADJUST FOUNDATION E�EVATIONS
ACCORDING�Y.
2). TOP OF FOOTING ELEVATION TO BE A MINIMUM
OF 2'-0" BELOW FINISH GRADE AS SHOWN ON
CIVIL DRAWINGS.
3). SEE ARCH. DWGS. FOR LOCATIONS AND SIZES
OF DOOR OPENINGS.
4). AVOID PLACWG CONSTRUCTION/CONTROL JOINTS
DIRECTLY UNDER PARTITION WALLS. SLAB POST
LOADS SHOULD NOT BE PLACED WITHIN 30
INCNES OF SLAB CONTROL JOINTS. COORDINATE
JOINT LAYOUT WITH METAL BLDG. SUPPLIER IN
FIE�D. MAXIMUM JOINT SPACING 15'-0" O.C.
WITH 10'-0" PREFERRED. REFER TO SHEET
F-511 FOR JOINTS' DETAILS. USE DETAIL
2/F511 IF CO�D JOINT IS REQUIRED.
5). INSTALL SLAB REINFORCING AT ALL EXTERIOR
DOORS SHOWN ON ARCHITECTURAL DRAWINGS,
REFER TO F-511 FOR DETAI�.
6) CONSTRUCT THICKEN SLAB UNDER CENTER LINE
OF METAL PANEL WALLS WHERE APPLICABLE,
COORDINATE LOCATION WITH ARCHITECTURAL
FLOOR PLANS.
7) CONSTRUCT INTERIOR SPREAD FOOTING UNDER
WALLS AT ELEVATOR AND STAIR WHERE
APPLICABLE.
F4UNDATION KEYED NOTES
1O 4" SLAB ON GRADE WITH NYLON FIBER
REINFORCING OVER 4" COMPACTED GRANULAR
FILL ON 10 MIL. VAPOR BARRIER. VAPOR
BARRIER TO BE LAPPED 6" AND TAPED.
ATTACH SECURELY TO FOUNDATION PER
MANUFACTURER'S RECOMMENDATIONS.
CONTROL JOINT (TYP), SEE 1/F-51 1
FOUNDATION FOOTING, SEE F-511 FOR DETAILS
SLAB REINFORCING AT DOOR, SEE 3/F-511
COLUMN FOOTING/PAD, COORDINATE WITH
STRUCTURAL.
O EXTERIOR CONCRETE — S�OPE %4" PER FOOT
AWAY FROM BUILDING WITH BROOM FINISH, SEE
ARCHITECTURAL PLANS FOR LOCATIONS.
�7 8" CMU VERTICALLY REINFORCED WITH #5 @
32" O.C. AND HORIZONTAL TRUSS TYPE
REINFORCING EVERY OTHER COURSE (TYP.)
O 12" CONCRETE PAD REINFORCED WITN #5 AT
12" O.C. BOTTOM. T/SLAB 811.00' WITH SUMP
AS REQUIRED (COORDINATE SIZE & LOCATION
OF SHAFT AND SUMP W/ARCHITURA� DRAWINGS
AND ELEVATOR MANUFACTURER REQUIREMENTS)
�9 SUMP PIT — VERIFY WITH ELEVATOR SUPPLIER.
REFERENCE NORTH
ACTUAL NORTH
KEY PLA�I
SCALE� NONE
�i%;, j;; ��
���kA� � Ur.�ni��
ARCHITECTURE PLANNING DESIGN CREATION
55 (�OtVUMENT CIRCLE
SUITE 1212
�NDiANAPOL�S, �NDiANA
46204 - 2910
PH : 317-348-1000
FAX : 317-951-1213
y�+�y�y.ARCH ITU RACORP.COM
95%
CONSTRUCTION
SET
THIS DRAy�ING AND A�L INFORMATION ON �T �S THE
PROPERTY OF ARCHITURA CORPOR,4TION. �T IS
CONF�IDENTIA� AND ITS SUBMiSS10N OR DISTRIBUTION
TO MEET OFFICIAL REGULATORY REQUIREMENTS OR
FOR OTHER PURP05ES �N CONNECTION �N�TH THIS
PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION
�N DEROGATION OF COMMON I-A�IV COPYRIGHT OR
OTHER RESERVED RIGHTS. THIS DRA�y�NG NOR At�Y
PART OF IT NOR APJY INPORMATION CONCERN�NG IT
MAY BE COPIED, EXHIBI7ED, REPRODUCED OR
FURN�SHED TO OTHERS NOR MAY PHOTOGRAPHS BE
MROM �HIS N DRA� NG �NBHOUTE�yRi�TTENASCONSENT
OF ARCHITURA CORPORATION.
�t COPYRIGHT 2014 ARCHITURA CORPO ATION
SIGNATURE �
_ :; —
SEAL
��"�
�.
�
� �
DATE: 05/16/16
COMMISSION: 15133
DRAy�ING BY; I.J.
CHECKED BY: C.A.K.
REVIS►ONS
PROJECT NAME
WEST CAFiMEL DRIVE
SELF STORAGE
765 WEST CARMEL DRIVE
CARMEL, IN 46032
SHEET TITLE
BUILDING �C� AND �D�
FOUNDATION PLANS
SHEET NUMBER
�
�
�
�
�
�
�
��
�� ���T��O� �C�I�����
MARK SIZE (W x D) REINFORCEMENT
WF1 1'-4" x 2'-6" (2) —#5 CONT. BOT.
A�SV �TIONS AD� FOR S�AA� ��SIGN
1). CONCRETE STRENGTH (f'c) = 4000 psi
2). SUBGRADE MODU�US (k) = 100 pci
3). NIIN. COLUMN BASE PLATE = 4"x4"
4). ALLOWABLE COLUMN LOAD = 10,900 Ibs
�
�
-�
210'-0"
� :
FOUNDATION NOTES
1). COORDINATE FINISH FLOOR ELEVATION WITH CIVIL
AND ADJUST FOUNDATION ELEVATIONS
ACCORDINGLY.
2). TOP OF FOOTING ELEVATION TO BE A MINIMUM
OF 2'-0" BELOW FINISH GRADE AS SHOWN ON
CIVIL DRAWINGS.
3). SEE ARCH. DWGS. FOR LOCATIONS AND SIZES
OF DOOR OPENINGS.
4). AVOID PLACING CONSTRUCTION/CONTROL JOINTS
DIRECTLY UNDER PARTITION WALLS. SLAB POST
LOADS SHOULD NOT BE PLACED WITHIN 30
INCHES OF SLAB CONTROL JOINTS. COORDINATE
JOINT LAYOUT WITH METAL BLDG. SUPPLIER IN
FIELD. MAXIMUM JOINT SPACING 15'-0" O.C.
WITH 10'-0" PREFERRED. REFER TO SHEET
F-511 FOR JOINTS' DETAILS. USE DETAIL
2/F511 IF COLD JOINT IS REQUIRED.
5). INSTALL S�AB REINFORCING AT AL� EXTERIOR
DOORS SHOWN ON ARCHITECTURA� DRAWINGS,
REFER TO F-511 FOR DETAIL.
6) CONSTRUCT THICKEN SLAB UNDER CENTER �INE
OF META� PANE� WA��S WHERE APPLICABLE,
COORDINATE �OCATION WITN ARCHITECTURA�
FLOOR PLANS.
7) CONSTRUCT INTERIOR SPREAD FOOTING UNDER
WAL�S AT ELEVATOR AND STAIR WHERE
APPLICAB�E.
12) (13) (�14) (15
FOUNDATION KEYED NOTES
1� 4" SLAB ON GRADE WITH NYLON FIBER
REINFORCING OVER 4" COMPACTED GRANULAR
FILL ON 10 MIL. VAPOR BARRIER. VAPOR
BARRIER TO BE LAPPED 6" AND TAPED.
ATTACH SECURELY TO FOUNDATION PER
MANUFACTURER'S RECOMMENDATIONS.
�2 CONTROL JOINT (TYP), SEE 1/F-511
O3 FOUNDATION FOOTING, SEE F-511 FOR DETAILS
O4 S�AB REINFORCING AT DOOR, SEE 3/F-511
O5 COLUMN FOOTING/PAD, COORDINATE WITH
STRUCTURAL.
O EXTERIOR CONCRETE — SLOPE %4" PER FOOT
AWAY FROM BUILDING WITH BROOM FINISH, SEE
ARCHITECTURA� PLANS FOR �OCATIONS.
O7 8" CMU VERTICALLY REINFORCED WITH #5 @
32" O.C. AND HORIZONTAL TRUSS TYPE
REINFORCING EVERY OTHER COURSE (TYP.)
O8 12" CONCRETE PAD REINFORCED WITH #5 AT
12" O.C. BOTTOM. T/S�AB 811.00' WITH SUMP
AS REQUIRED (COORDINATE SIZE & LOCATION
OF SHAFT AND SUMP W/ARCHITURAL DRAWINGS
AND ELEVATOR MANUFACTURER REQUIREMENTS)
iC� i.� �'i�3-'
'�.
�
GENERAL NOTES
C D
REFERENCE NORTH ; � /
B
ACTUA� NORTH
A
KEY PLAN
SCALE� NONE
20
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�
ARCHITECTURE PLANNING DESIGN CREATION
55 (�OtVUMENT CIRCLE
SUITE 1212
�NDiANAPOL�S, �NDiANA
46204 - 2910
PH : 317-348-1000
FAX : 317-951-1213
y�+�y�y.ARCH ITU RACORP.COM
95%
22 CONSTRUCTION
SET
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THIS DRAy�ING AND A�L INFORMATION ON �T �S THE
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TO MEET OFFICIAL REGULATORY REQUIREMENTS OR
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�t COPYRIGHT 2014 ARCHITURA CORPO ATION
SIGNATURE
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��\ DATE: 05/1 6/1 6
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SELF STORAGE
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