304 - S702.pdf
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- VA101-16-R-0086
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UPPER LEVEL HOUSE COLUMN SCHEDULE
Upper Level Upper Level
26' - 1 1/4" 26' - 1 1/4"
U.L. Green Roof U.L. Green Roof
39' - 1 1/4" 39' - 1 1/4"
Column Locations
A-2 A-4 A-6 A-7 A-8 A-10 A-12 B-3 B-4 B-6 C-2 C-6 C-7 C-8 C-9 C-11 C-12 C.5-3 C.5-4 D-1 D-6 D-7 D-8 D-9 D-11 D-12 D.8-11.6 D.8-13 D.9-11.1 D.9-11.4 E-3 E-4 F-6 F.1-0.8 F.8-11.1 F.8-11.4 G-0.8 G-3 G-4
UPPER LEVEL HOUSE COLUMN SCHEDULE
Upper Level Upper Level
26' - 1 1/4" 26' - 1 1/4"
U.L. Green Roof U.L. Green Roof
39' - 1 1/4" 39' - 1 1/4"
Column Locations
G-5 G.5-11.1 G.5-11.4 H-0.8 H-3 H-4 H-5 H.2-11.1 H.2-11.4 H.9-0.8 J-6 K-3 K-4 K.1-11.1 K.1-11.4 K.2-11.6 K.2-13 L-1 L-6 L-7 L-8 L-9 L-11 L-12 L.5-3 L.5-4 M-2 M-6 M-7 M-8 M-9 M-11 M-12 N-3 N-4 N-6 P-2 P-4 P-6
UPPER LEVEL HOUSE COLUMN
SCHEDULE
Upper Level Upper Level
26' - 1 1/4" 26' - 1 1/4"
U.L. Green Roof U.L. Green Roof
39' - 1 1/4" 39' - 1 1/4"
Column Locations
P-7 P-8 P-10 P-12
PIER
BASE PLATES
PIER
BASE PLATES
PIER
BASE PLATES
PIER
BASE PLATES
H
SS
6x 6x
1/
H
SS
6x 6x
5/
H
SS
6x 6x
1/
H
SS
6x 6x
3/
H
SS
6x 6x
5/
H
SS
6x 6x
1/
H
SS
6x 6x
1/ 2 H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
5/
H
SS
6x 6x
1/
H
SS
6x 6x
5/
H
SS
6x 6x
5/
H
SS
6x 6x
5/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
5/
H
SS
6x 6x
5/
H
SS
6x 6x
1/
H
SS
6x 6x
3/
H
SS
6x 6x
5/
H
SS
6x 6x
3/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
5/
H
SS
6x 6x
3/
H
SS
6x 6x
5/
H
SS
6x 6x
1/
H
SS
6x 6x
1/ 2H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
5/
H
SS
6x 6x
5/
H
SS
6x 6x
5/
H
SS
6x 6x
5/
H
SS
6x 6x
1/ 2H
SS
6x
6x 1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
3/
H
SS
6x 6x
5/
H
SS
6x 6x
3/
H
SS
6x 6x
1/
H
SS
6x 6x
5/
H
SS
6x 6x
5/ 16H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
H
SS
6x 6x
1/
P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18
P18 P18 P18 P18 P18 P18
P18P18P18P18
P18P18P18P18P18P18P18P18P18P18P18P18P18
BP-3 BP-3 BP-3 BP-3 BP-3 BP-3 BP-2 BP-2 BP-2 BP-3 BP-3 BP-3 BP-2 BP-4 BP-3 BP-3 BP-3 BP-2 BP-2 BP-2 BP-3 BP-2 BP-4 BP-3 BP-3 BP-3 BP-2 BP-2 BP-2 BP-2 BP-2 BP-2 BP-3
BP-3 BP-2 BP-2 BP-3 BP-3
LOAD (KIPS) LOAD (KIPS)
H
SS
6x 6x
1/
LOAD (KIPS)
BP-2 BP-2 BP-2 BP-2 BP-3 BP-2 BP-4 BP-3 BP-3 BP-3 BP-2 BP-2 BP-3BP-3 BP-2 BP-4 BP-3 BP-3 BP-3 BP-2 BP-2 BP-3 BP-3 BP-3 BP-3
BP-3 BP-3 BP-3 BP-2
LOAD (KIPS)
43 47 62 60 80 104 52 70 68 54 41 61 73 87 69 101 64 44 45 41 64 26 24 24 31 20 45 46 8 13 22 33 27
28 22 32 28 28 13 7 43 42 40 85 26 24 24 31 21 47 40 12 73 87 69 101 65 70 69 93 42 46 62
60 80 104 52
PIER
BASE PLATES
LOAD (KIPS)
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
H
SS
4x 4x
1/
BP-1
H
SS
4x 4x
1/
H
SS
4x 4x
1/
BP-1 BP-1 BP-1 BP-1 BP-1
BP-1 BP-1 BP-1 BP-1BP-1BP-1BP-1BP-1
MP16 MP16
MP16MP16MP16
PIER
BASE PLATES
LOAD (KIPS)
MP16MP16
MP16MP16MP16
BP-2
P18 P18 P18 P18 P18 P18
P18 P18 P18 P18 P18 P18
9 7 11 13 11 11
11 11 11 11 11 13 9 7
PIER TYPES
A B C D
ALTERNATE LOCATIONS OF HOOKS WHEN PLACING SUCCESIVE TIES
CLASS B
LAP SPLICE
402.298.8260 - FAX 402.298.8290
PLATTSMOUTH, NEBRASKA 68048
12917 - 30TH AVENUE
COST ESTIMATING
410.323.0600 - FAX 410.377.2543
BALTIMORE, MARYLAND 21209
1416 CLARKVIEW ROAD, SUITE 500
MECHANICAL / ELECTRICAL CONSULTING ENGINEERING
CIVIL & STRUCTURAL ENGINEERING
10710 GILROY ROAD
HUNT VALLEY, MARYLAND 21031
443.589.2400 - FAX 443.589.2401
FIRE PROTECTION ENGINEERING
8815 CENTRE PARK DR., SUITE 200
COLUMBIA, MARYLAND 21045
410.750.2246 - FAX 410.750.2588
AUTOMATIC TRANSPORT ENGINEERING
182 THOMOS JOHNSON DR. SUITE 200
FREDERICK, MARYLAND 21702
301.662.8112 - FAX 301.662.8117
PLANTREE CONSULTANT
8055 CHORDON RD.
KIRTLAND, OHIO 44094
440.256.1880 - FAX 440.256.1881
CULTURAL RESOURSES CONSULTANT
535 NORTH CHURCH ST.
WEST CHESTER, PENNSYLVANIA 19380
610.436.9000 - FAX 610.436.8468
FULLY SPRINKLERED
FINAL CONSTRUCTION DOCUMENTS
VA FORM 08-6231
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Revisions: Date
CONSULTANTS:
LIVING CENTER
PERRY POINT VA MEDICAL CENTER
ARCHITECT/ENGINEERS: REPLACEMENT COMMUNITY 512-173
08/26/16
Office of Construction and Facilities Management
B
A
C
D
E
F
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
BUILDING COST CONSULTANTS
& ASSOCIATES, INC.
BURDETTE KOEHLER MURPHY
CENTURY ENGINEERING, INC.
KOFFEL ASSOCIATES, INC. ROBERT L. SEYMOUR ASSOCIATES I.D.E.A.S., INC.
JOHN MILNER ASSOCIATES, INC.
Department of Veterans Affairs
Bel Air, Maryland 21015-1436 fax 410.836.6611 2215 Conowingo Rd, Suite 101 410.803.2141
POLT DESIGN GROUP
www.polt-design.com
ENGINEERING
PLANNING
ARCHITECTURE
WP/ DW/ DK
UPPER LEVEL HOUSE COLUMN
SCHEDULE
S702
BASE PLATE SCHEDULE
Mark
Size (inches) Anchor Bolts Bolt Grade (ASTM F1554)
BP-1 10x10x3/4 (4) 3/4"Ø x 9" EMBEDMENT 36 BP-2 12x12x3/4 (4) 3/4"Ø x 9" EMBEDMENT 36 BP-3 12x12x1 (4) 1"Ø x 12" EMBEDMENMT 36 BP-4 12x12x1 (4) 1 3/8"Ø x 14" EMBEDMENT 36
PIER SCHEDULE
Pier Number
Size (inches) Reinforcing (verts & ties) Pier Type
P18 18 x 18 4#7 VERT w/#3@8 TIES A
MASONRY PIER SCHEDULE
Pier Number
Size (inches) Reinforcing (verts & ties) Pier Type
MP16 16 x 16 4#5 VERT w/HORIZ TRUSS REINF @ 8" A (SIM)
| Sheets |
| S304 - UPPER LEVEL HOUSE SECTIONS |
| S312 - UPPER LEVEL HOUSE SECTIONS |
| S313 - UPPER LEVEL HOUSE SECTIONS |
| S502 - UPPER LEVEL HOUSE LATERAL FRAMES |
| S702 - UPPER LEVEL HOUSE COLUMN SCHEDULE |
| SB102 - UPPER LEVEL HOUSE FOUNDATION PLAN |
| SF102 - UPPER LEVEL HOUSE ATTIC / GREEN ROOF FRAMING PLAN |
| SF109 - UPPER LEVEL HOUSE MAIN ROOF FRAMING PLAN |
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