305 - S703.pdf
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- Attached to
- VAMC PERRY POINT, MD CLC
- Solicitation number
- VA101-16-R-0086
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HOUSE F COLUMN SCHEDULE
LOWER LEVEL LOWER LEVEL
13' - 1 1/4" 13' - 1 1/4"
UPPER LEVEL UPPER LEVEL
26' - 1 1/4" 26' - 1 1/4"
U.L. ROOF U.L. ROOF
40' - 7 1/4" 40' - 7 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.8-11.1 D.8-11.4 D.8-12 E-3 E-4 F-6 F.1-0.8 G-0.8 G-3 G-4 G-5 H-2.6 H-3.9
HS
S6 x6 x1
/2
HS
S6 x6 x5
/8
HS
S6 x6 x1
/2
HS
S6 x6 x3
/8
HS
S6 x6 x5
/8
HS
S6 x6 x1
/2
HS
S6 x6 x1
/2 HS
S6 x6 x1
/4
HS
S6 x6 x1
/4
HS
S6 x6 x1
/2
HS
S6 x6 x1
/2
HS
S6 x6 x5
/8
HS
S6 x6 x1
/4
HS
S6 x6 x5
/16
HS
S6 x6 x5
/16
HS
S6 x6 x5
/16
HS
S6 x6 x1
/4
HS
S6 x6 x1
/4
HS
S6 x6 x5
/16
HS
S6 x6 x5
/8
HS
S6 x6 x1
/4
HS
S6 x6 x3
/8
HS
S6 x6 x5
/16
HS
S6 x6 x3
/8
HS
S6 x6 x1
/4
HS
S6 x6 x1
/4
HS
S6 x6 x1
/4
HS
S6 x6 x1
/4
HS
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/4
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/4
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/4
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/4
PIER
BASE PLATES
PIER
BASE PLATESBP-4 BP-3BP-2BP-2BP-2BP-2BP-2BP-3BP-3BP-3BP-4BP-2BP-3BP-2BP-2BP-2BP-3BP-2BP-3BP-3BP-3BP-2BP-2BP-3BP-3BP-3BP-3BP-3 BP-2 BP-3BP-3 BP-2 BP-3 P18 P18 P18 P18 P18 P18
P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18 P18
LOAD (KIPS) 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
HS
S6 x6 x1
/2
HS
S6 x6 x1
/2
BP-2 BP-2BP-3
28 20 20
HS
S4 x4 x1
/4
HS
S4 x4 x1
/4
HS
S4 x4 x1
/4HS
S6 x6 x1
/4
BP-1 BP-1 BP-1
MP16MP18 MP16P18 P18 P18 P18 P18 P18 P18 MP2044 MP2032
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
HOUSE F COLUMN SCHEDULE
S703
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
CONCRETE 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) MP18 18 x 18 4#6 VERT w/HORIZ TRUSS REINF @ 8" A (SIM)
MP2032 20 x 32 SEE 2/SB103 MP2044 20 x 44 SEE 2/SB103
| Sheets |
| S305 - HOUSE F SECTIONS |
| S503 - HOUSE F LATERAL FRAMES |
| S703 - HOUSE F COLUMN SCHEDULE |
| SB103 - HOUSE F FOUNDATION PLAN |
| SF103 - HOUSE F ATTIC / GREEN ROOF FRAMING PLAN |
| SF110 - HOUSE F MAIN ROOF FRAMING PLAN |
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