Revision to Sheet S-302.pdf
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- Solicitation number
- N4008025R9500
About this file
This document is a detailed foundation design sheet (Sheet S-302) for a Naval Air Station Patuxent River project, specifically the Aircraft Development and Maintenance Facility (Building 646). The sheet provides comprehensive footing schedules with two configurations: one without tension ties and another with tension ties. The footing types range from 5'x5' to 14'x14', with varying depths between 1'6" and 2'6", and include specific reinforcement requirements using different sizes of rebar (from #6 to #10). The design includes detailed technical specifications for spread footings, such as granular fill, compacted subgrade, non-shrink grout specifications, and isolation joint details. The drawing is part of the FY2024 Military Construction (MILCON) Project P691, prepared by NAVFAC and professionally certified by a licensed engineer in Maryland, with the document marked as Controlled Unclassified Information.
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FOOTING SCHEDULE WITHOUT TENSION TIES
FOOTING
TYPE
DEPTHLENGTH x WIDTH REINFORCEMENT
2'-6"10'-0" x 10'-0"
2'-0"9'-0" x 9'-0"
2'-0"7'-0" x 7'-0"
2'-0"6'-0" x 6'-0"
F10x10
F9x9
F7x7
F6x6
2'-6"13'-0" x 13'-0"F13x13
2'-0"8'-0" x 8'-0"F8x8
1'-6"5'-0" x 5'-0" (6) #6, E.W., T&BF5x5
(7) #7, E.W., T&B
(8) #7, E.W., T&B
(9) #7, E.W., T&B
(10) #7, E.W., T&B
(11) #8, E.W., T&B
(14) #8, E.W., T&B
2'-6"12'-0" x 12'-0"F12x12 (13) #8, E.W., T&B
2'-6"14'-0" x 14'-0"F14x14 (15) #8, E.W., T&B
NOTES
ONLY AT COLUMNS W/9.5 & W/10
2'-6"8'-0" x 12'-0"F8x12 #8@12", E.W., T&B
R
3 3
/2
/2
4'-0" 2'-0" 2'-0" 4'-0"
12'-0"
U.2
3 3
/2
/2
3'-0" 2'-0" 2'-0" 3'-0"
10'-0"
F10x24 F12x24
4'-0" (MASS CONCRETE)THICKNESS
REINFORCEMENT
FOOTING F18x30
5'-0" (MASS CONCRETE)
K
R
D
3'-0" 4'-0" 4'-0" 3'-0"
14'-0"
R
3'-0" 3'-0" 3'-0" 3'-0"
12'-0"
F10x12 F14x14 F10x13
3'-0" 4'-0" (MASS CONCRETE)
3'-0" 2'-0" 2'-0" 3'-0"
10'-0"
THICKNESS
FOOTING
4'-0" (MASS CONCRETE)
FOOTING SCHEDULE WITH TENSION TIES
3'-0"
D
(11) #8, T&B (LONG DIRECTION)
(25) #8, T&B (SHORT DIRECTION)
(13) #8, T&B (LONG DIRECTION)
(25) #8, T&B (SHORT DIRECTION)
(22) #10, T&B (LONG DIRECTION)
(36) #10, T&B (SHORT DIRECTION)
REINFORCEMENT (15) #8, E.W., T&B
/2
/2
18'-0"
6'-0" 3'-0" 3'-0" 6'-0"
NOTE: ONLY AT COLUMNS D/5, D/7, R/5 & R/7,
NOT AT COLUMNS W/9.5 & W/10
B
3'-2"
DA.2
B
3'-2"
LEGEND HIGH-STRENGTH TENSION ROD AND EMBEDDED
PLATE, SEE DETAIL AND DETAIL/DETAIL C1 S-301 /DETAIL C3 S-301
(11) #8, T&B (LONG DIRECTION)
(13) #8, T&B (SHORT DIRECTION)
(11) #8, T&B (LONG DIRECTION)
(14) #8, T&B (SHORT DIRECTION)
REQ'D CAPACITY PER
TENSION ANCHOR (ASD)
REQ'D CAPACITY PER
TENSION ANCHOR (ASD)
80 K 30 K 30 K
30 K 30 K30 K
2 2 2
SEE SCHEDULE
FLOOR SLAB
C L R
1/2" PJF
COLUMN, SEE PLAN
3" CLR. (TYP.)
SEE SCHEDULE
FOR FOOTING
REINFORCEMENT
SPREAD
FOOTING,
SEE PLAN
SEPARATE POUR
AROUND COLUMN
GRANULAR FILL
COMPACTED
SUBGRADE
1 1/2"± NON-SHRINK GROUT,
UNLESS NOTED OTHERWISE
C L
R
T/ EXIST. SLAB
SEE PLAN
T/ FOOTING
SEE PLAN
FOR ISOLATION JOINT
SEE DETAIL C1/S-502
FOR ISOLATION JOINT
SEE DETAIL C1/S-502
SEE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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AS NOTED
3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092
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C O
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1737036
Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Maryland, License No. 50631 Expiration Date: February 26, 2025
CONTROLLED UNCLASSIFIED INFORMATION
C O
N T
R O
L L E
D U
N C
L A
S S
IF
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D I
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O R
M A
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CONTROLLED UNCLASSIFIED INFORMATION
C O
N T
R O
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D U
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L A
S S
IF
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M A
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APPROVED BY ELAINE DORRANS
VIA SAT-TO FORM SIGNATURE
12/13/2024
CHRISTINE RUTKOWSKI, PE
PRODUCTION DIRECTOR
TC
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TYPICAL SPREAD FOOTING
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