BigPiney.Drawings.Final.06.12.09.pdf
PDF 18 MB Posted
- Attached to
- Big Piney Office Construction Federal contract opportunity
- Solicitation number
- AG-02NV-S-09-0059
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Project Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 02.doc | DOC document | |
| REVISED MH 504.pdf | ||
| REVISED AE511.pdf | ||
| REVISED AE405.pdf | ||
| Geotechnical Report.doc | DOC document | |
| Amendment 01.doc | DOC document | |
| REVISED MS101_F.pdf | ||
| REVISED AE406.pdf | ||
| REVISED AE404.pdf | ||
| REVISED AE303_R.pdf | ||
| 05_D2_site_id_sign D2 | — | |
| const_rfp_solicitation.doc | DOC document | |
| Project Specs.doc | DOC document |
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K e fa c il it ie s p ro je c ts c u rr e n t\ b t_ b ig p in e y d is tr ic t_ o ff ic e D ra w in g s G B ig P in e y s c h e d u le v ic in it y m a p .d w g
A M
ITEM
NUMBER DESCRIPTION
METHOD
OF MEAS UNIT QUANTITY
Base Bid
000501 Office Building LSQ LS 1
010250 Construction Staking LSQ LS 1
011900 Mobilization LSQ LS 1
026460 Dumpster Pad and Screen AQ EA 1
024102 Removal and Disposal of Existing Structures (Includes Cattleguard Relocation) LSQ LS 1
033000 Exterior Concrete Sidewalks/Slabs (4" Thick Slabs, Includes Thickening Under Bike Rack) AQ SY 450
101401 Signs (Exterior) AQ EA 13
129300-1 Site Furniture (Flag Pole) LSQ LS 1
133400 10' x 12' Precast Concrete Utility Building LSQ LS 1
221100-1 Pipeline, 2" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 180
221100-2 Pipeline, 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 5
221102-1 2" Poly Curb Valve and Box AQ EA 1
221102-2 3" Poly Curb Valve and Box AQ EA 1
221120 Well Accessories LSQ LS 1
221300-1 Drainfield LSQ LS 1
221300-2 Gravity Sewerline, 4" PVC, SDR 35, Including Trench and Cleanouts AQ LF 230
221300-3 2,000 Gal. Septic Tank DQ EA 1
221300-4 Obliterate and Regrade Existing Trench LSQ LS 1
260500 Site Electrical LSQ LS 1
312000-1 Imported Backfill - Pipe Zone (Gov't Source) DQ CY 20
312000-2 Special Bedding - Imported (Gov't Source) DQ CY 5
312100 Project site Preparation and Grading (Excludes all work within 5' of the Building) LSQ LS 1
321200-1 Hot Mix Asphalt Paving (Main Road Only) AQ Ton 90
321204-1
Crushed Aggregate Base - Grading "C" (for Under Asphalt Roads, Parking and Sidewalks, Includes Shoulders for Main Road Paved Section) DQ CY 640
321204-2
Crushed Aggregate Surfacing - Grading "G" (for Aggregate Surface Portion of Main Road and Parking) DQ CY 290
322622-1 8-foot Precast Concrete Curb AQ EA 1
323150-1 Relocate Post and Pole Fence AQ LF 270
332228 Galvanized Culvert - 24-inch Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 100
ITEM
NUMBER DESCRIPTION
METHOD
OF MEAS UNIT QUANTITY
101415 Site Identification Sign AQ EA 1
129300-2 Site Furniture (Bike Rack) LSQ LS 1
129300-3 Site Furniture (Picnic Table) LSQ LS 1
321200-2 Hot Mix Asphalt Paving (Loop Road and Employee Parking Only) AQ Ton 465
321204-3
Crushed Aggregate Base - Grading "C" (for Aggregate Shoulders around Loop Road and Employee Parking) DQ CY 15
322622-2 6-foot Precast Concrete Curb AQ EA 59
322640-1 Pavement Marking - 4-inch Wide (Reflectorized White) AQ LF 954
322640-2 Pavement Marking - Accessible Parking Symbols AQ EA 2
323150-2 New Post and Pole Fence AQ LF 130
322716 Road Closure Gate - 30-foot AQ EA 1
322717 Pedestrian Gate AQ EA 1
328000 Irrigation system LSQ LS 1
329206 Seeding LSQ LS 1
329210 Landscape Edger AQ LF 120
329215 Landscape mulch with fabric underlayment (wood mulch and cobble) AQ CY 157
329310 Exterior Plants and Landscape Boulders LSQ LS 1
Option #4: Site Landscaping
Option #2: Pave Loop Road and Employee Parking
Option #3: Fencing
Option #1: Site Identification Sign and Site Furnishings
K .S
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Bryant Cooper Hubbell Leviton ** P&S Receptacle, Duplex BRY5362* 5362* HBL5362* 5362* 5362A* Receptacle, GFCI GF83*A VGF20* GFR8300H*ST 7899-HG* 2095HG* Receptacle, WR GFCI WRVGF20* GFR5362*TR - - Receptacle, TVSS - See Specifications - Switch 4901* 2221* HBL1221* 1221-2* PS20AC1* Switch, Timer - See Specifications - Switch, Motion - See Specifications -
* Color per specifications ** Pass & Seymour
Manufacturer Device
GENERAL STRUCTURAL NOTES
GENERAL STRUCTURAL NOTES (CONT)
ABBREVIATIONS
K
65432
B
C
D
E
F
G
H
J
A
654321
B
C
D
E
F
G
H
J
A
K
54321
A
B
C
D
E
F
G
H
J
MATCH
LINE
MATCH
LINE
FOOTING & FOUNDATION
PLAN LEGEND
FOOTING & FOUNDATION
PLAN NOTES
K
B
C
D
E
F
G
H
J
A
H MATCH
LINE
FOOTING & FOUNDATION
PLAN LEGEND
FOOTING & FOUNDATION
PLAN NOTES
K
TYPICAL REINFORCEMENT AT TYPICAL WALL
CORNERS & INTERSECTIONS - PLAN VIEW
TYPICAL SLAB JOINTS TYPICAL SLAB JOINTS AT DEPRESSED SLAB
TYPICAL FOOTING STEP FROM EXTERIOR
FDTN WALL TO INTERIOR WALL
K
TYPICAL SLAB REINFORCING AT
DISCONTINUOUS SLAB JOINTS
TYPICAL WOOD COLUMN BASE AT
CONCRETE PIER
TYPICAL WOOD BEARING WALL AT INTERIOR
K
TYPICAL EXTERIOR WOOD SHEAR WALL
AT CONCRETE FOUNDATION WALL
TYPICAL CONCRETE SLAB TO
FOUNDATION WALL AT DOOR OPENING
TYPICAL DOOR OPENING AT INTERIORTYPICAL WOOD SHEAR WALL AT INTERIOR
K
TYPICAL EXTERIOR WOOD COLUMN
AT CONCRETE PIER TYPICAL EDGE AT EXTERIOR SLAB
TYPICAL HOLDOWN AT INTERIOR
WOOD SHEAR WALL
K
CONCRETE FOUNDATION WALL SCHEDULE CONCRETE FOOTING SCHEDULE
TYPICAL HOLDOWN STRAP AT
FOUNDATION WALL
K
CONCRETE PIER SCHEDULECONCRETE REINFORCING BAR LAP SPLICE SCHEDULE
65432
B
C
D
E
F
G
H
J
A
654321
B
C
D
E
F
G
H
J
A
K
54321
A
B
C
D
E
F
G
H
J
MATCH
LINE
MATCH
LINE
WOOD FRAMING PLAN
LEGEND
ROOF FRAMING PLAN NOTES
K
B
C
D
E
F
G
H
J
A
H MATCH
LINE
WOOD FRAMING PLAN
LEGEND
ROOF FRAMING PLAN NOTES
K
WOOD TRUSS LOAD DIAGRAM (TYPE D)
UNBALANCED SNOW LOAD SOUTH
UNBALANCED SNOW LOAD NORTH
BALANCED SNOW LOAD
WOOD TRUSS LOAD DIAGRAM (TYPE C)
WOOD TRUSS LOAD DIAGRAM (TYPE A)
BALANCED SNOW LOAD
UNBALANCED SNOW LOAD (EITHER SIDE)
OR
OR
OR
WOOD TRUSS LOAD DIAGRAM (TYPE B)
BALANCED SNOW LOAD
UNBALANCED SNOW LOAD NORTH (W/ ROOF STEP DRIFT)
UNBALANCED SNOW LOAD SOUTH
OR
OR
BALANCED SNOW LOAD
K
WOOD TRUSS MEMBER CONNECTION
WOOD TRUSS MEMBER CONNECTION WOOD TRUSS MEMBER CONNECTION
WOOD TRUSS ELEVATION
K
TYPICAL WOOD JOIST / DECK BEARING
AT EXTERIOR WOOD SHEAR WALL
TYPICAL WOOD JOIST / DECK BEARING
AT EXTERIOR WOOD SHEAR WALL
K
TYPICAL WOOD JOIST / DECK BEARING
AT EXTERIOR WOOD SHEAR WALL
TYPICAL OPENING IN 2x6 SHEAR OR
BEARING WALL
TYPICAL OPENING IN 2x4 SHEAR OR
BEARING WALL
WOOD BEAM LINTEL SCHEDULEWOOD BEAM LINTEL SCHEDULE
K
TYPICAL WOOD BEAM TO WOOD COLUMN
CONNECTION
K
TYPICAL WALL FRAMING AT TRUSS END TYPICAL WALL FRAMING AT TRUSS END
TYPICAL INTERIOR SHEARWALL PARALLEL TO ROOF TRUSS
K
TYPICAL WOOD OUTRIGGERS BEARING
AT GABLE END TRUSSTYPICAL WALL FRAMING AT ENTRY
K
TRUSS OVERBUILD DETAIL
TYP GIRDER BEARING IN MASONRY WALL LOW CANOPY CONNECTION TO WOOD WALL
TYPICAL OVER BUILD AT ROOF DECK
K
WOOD BEARING WALL SCHEDULE
WOOD SHEAR WALL SCHEDULE
K
WOOD BEAM SCHEDULEWOOD COLUMN SCHEDULE
TYPICAL MULTIPLE MEMBER
WOOD BEAM CONNECTION
TYPICAL WOOD DIAPHRAGM SHEATHING
PANEL LAYOUT - PLAN VIEW
K
MINIMUM NAILING SCHEDULE
TYPICAL TOP PLATE (CHORD) SPLICE
AT WOOD SHEAR WALL
TYPICAL TOP PLATE SPLICE SCHEDULE
AT PIPE
K
| Cover |
| G2 |
| S1 |
| D1 |
| D2 |
| D3 |
| D4 |
| D5 |
| D6 |
| D7 |
| D8 |
| D9 |
| D10 |
| D11 |
| D12 |
| R1 |
| R2 |
| R3 |
| R4 |
| R5 |
| R6 |
| R7 |
| R8 |
| R9 |
| W1 |
| W2 |
| W3 |
| W4 |
| W5 |
| W6 |
| W7 |
| W8 |
| E1 |
| E2 |
| E3 |
| E4 |
| E5 |
| E6 |
| E7 |
| G1002 |
| G1003 |
| G1004 |
| G1005 |
| G1006 |
| G1007 |
| G1008 |
| G1009 |
| G1010 |
| G1011 |
| AE101 |
| AE102A |
| AE102B |
| AE103A |
| AE103B |
| AE401A |
| AE104B |
| AE105A |
| AE105B |
| AE106A |
| AE106B |
| AE201 |
| AE202 |
| AE203 |
| AE301 |
| AE302 |
| AE303 |
| AE304 |
| AE305 |
| AE306 |
| AE401 |
| AE402 |
| AE403 |
| AE404 |
| AE405 |
| AE406 |
| AE407 |
| AE501 |
| AE502 |
| AE503 |
| AE504 |
| AE505 |
| AE506 |
| AE507 |
| AE508 |
| AE509 |
| AE510 |
| AE511 |
| AE512 |
| AE601 |
| AE602 |
| AE603 |
| AE604 |
| AE605 |
| AE606A |
| AE606B |
| AE606C |
| AE606D |
| AE607 |
| AE608 |
| AE609 |
| SE001 |
| SE002 |
| SE003 |
| SE004 |
| SB101 |
| SB101A |
| SB101B |
| SB501 |
| SB502 |
| SB503 |
| SB504 |
| SB601 |
| SB602 |
| SF101 |
| SF101A |
| SF101B |
| SF201 |
| SF202 |
| SF501 |
| SF502 |
| SF503 |
| SF504 |
| SF505 |
| SF506 |
| SF601 |
| SF602 |
| SF603 |
| MH001 |
| MF002 |
| MH003 |
| MH004 |
| MH101 |
| MH301 |
| MH302 |
| MH401 |
| MH402 |
| MH501 |
| MH502 |
| MH503 |
| MH504 |
| MH601 |
| MH602 |
| MH603 |
| MH604 |
| MH605 |
| MH606 |
| MH607 |
| MH608 |
| MS101 |
| PL001 |
| PL002 |
| PL003 |
| PL004 |
| PL101 |
| PL401 |
| PL402 |
| PL403 |
| PL501 |
| PL502 |
| PL601 |
| PL602 |
| PL603 |
| PL604 |
File details come from the government source that posted it. Updated .