ACC_WalkWay_A1.1.pdf
PDF 145 KB Posted
- Attached to
- Replace Outdoor Walkway, Project 2015-104M14
- Solicitation number
- IFB1 GJBA 2016000094 5
- Issued by
- Arapahoe County, Colorado
About this file
This is a construction design document and specification sheet prepared by Davis Wince Architects for Arapahoe Community College's Walkway Renovation project located at 5900 S. Santa Fe Drive, Littleton, Colorado. The document serves as part of the bid package issued on August 10, 2015, and includes architectural plans and construction specifications for new partition walls, ceiling systems, and related finishes in the renovation area. The project encompasses new work plans, reflected ceiling plans, and roof plans with detailed partition types (P-4, P-24, and P-25) featuring varying metal stud configurations and fire-rating requirements. The specification includes requirements for fire-retardant treated wood blocking, firestopping at penetrations, and coordination among multiple trades to accommodate existing utilities and structural elements.
The construction specifications establish clear contractor responsibilities for verifying existing conditions, accepting project conditions as-is, and performing all necessary patching and repairs to facilitate new work. Key construction requirements include the installation of 1-hour fire-rated partitions with three layers of wallboard where specified, provision of transition and termination strips at flooring material changes, carpet tile flooring with matching wall base, and acoustical ceiling tile systems. The contractor must comply with manufacturer specifications for metal stud limiting heights and spans, coordinate with architects and other trades regarding accessory mounting and electrical/HVAC integration, and provide field measurements to reconcile any discrepancies between the drawings and existing conditions. No explicit pricing terms, contract duration, or funding information is provided in this technical specification document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| ACC_WalkWay_A3.1.pdf | ||
| ACC_WalkWay_G1.2.pdf | ||
| 2015-0908-BidQuestions.pdf | ||
| Bid Bond.doc | DOC document | |
| Bid.docx | DOCX document | |
| 2015-0910-BidQuestions.pdf | ||
| Information for Bidders SBP-6.12.pdf | ||
| Ad for Bid.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
TYPICAL PARTITION NOTES
1. WOOD AND PLYWOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.
2. PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL CONTAIN CONTINUOUS
FIRESTOPPING OR CONTINUOUS ACOUSTICAL SEALANT THROUGH NON-RATED PARTITIONS
3. ALL FIRE RATED PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE, OR FIRE
RATED HORIZONTAL ASSEMBLY, AS REQUIRED.
4. ALL PARTITIONS TO BE BUILT AS SHOWN OR DETAILED. UPON COORDINATION WITH
DIFFERENT TRADES CONTRACTOR, AT NO COST TO THE OWNER, SHALL BUILD WALLS IN
THICKNESS TO ADEQUATELY COVER PIPING, CONDUITS, ETC. NOTIFY ARCHITECT WITH ANY
SUCH NEED TO INCREASE THICKNESS PRIOR TO PROCEEDING.
TYPICAL PARTITION TYPES
5. CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S LIMITING HEIGHTS / SPAN TABLES,
OTHERWISE METAL STUDS SHALL BE 18 GAUGE, TYPICAL, UNLESS NOTED OTHERWISE.
NEW WORK GENERAL NOTES
1. VERIFY EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. NOTIFY THE
ARCHITECT IF CONDITIONS ENCOUNTERED DIFFER FROM CONDITIONS ON THE DRAWINGS.
2. DIMENSIONS FOR PARTITIONS ARE TO THE FACE OF THE OUTSIDE EXPOSED MATERIAL.
3. CONTRACTOR SHALL ACCEPT PROJECT CONDITIONS AS IS AND WILL BE RESPONSIBLE
FOR ALL PATCHING AND REPAIRING REQUIRED TO FACILITATE NEW WORK. PATCHING AND
REPAIRING INCLUDE, BUT IS NOT LIMITED TO, WALL PENETRATIONS, FLOOR PATCHING,
FLOOR LEVELING, ETC.
4. CONTRACTOR SHALL PROVIDE FIRE TREATED WOOD BLOCKING FOR THE MOUNTING OF
ALL WALL ACCESSORIES, CASEWORK, EQUIPMENT, ETC. REFER TO THE ACCESSORY
MOUNTING HEIGHTS CHART ON SHEET G1.1 FOR TYPICAL MOUNTING HEIGHTS. COORDINATE
WITH THE APPROPRIATE TRADE, SUBCONTRACTOR, AND/OR MANUFACTURER AS NEEDED.
CONSULT THE ARCHITECT FOR ANY CLARIFICATIONS.
5. DOOR FRAMES ARE TO BE LOCATED 4" FROM ADJACENT WALL, UNLESS NOTED
OTHERWISE.
6. CONTRACTOR SHALL PROVIDE TRANSITION STRIPS AND TERMINATION STRIPS AT
CHANGES IN FLOORING MATERIAL TO ASSURE A SMOOTH TRANSITION OF FINISHES. WHERE
APPROPRIATE, TRANSITIONS SHOULD BE AT THE CENTER OF THE DOOR, NOT THE FRAME.
PLAN LEGEND
NEW PARTITION
AREA NOT IN SCOPE
NEW DOOR AND FRAME,
SEE DOOR SCHEDULE
EXISTING WALLS TO
REMAIN
EXISTING DOOR AND
FRAME TO REMAIN
NEW WINDOW AND FRAME
FIRE RATED PARTITIONS
HAVE CROSS-HATCH
FILL PATTERN
A3.1D
A3.1
A
A5.1 G
A5.1 L6' - 0" 2' - 5 5/8"
1' - 8 1/2" 8' - 2 3/8"
1' - 8 1/2"
10' - 3 1/2" 1' - 8 1/2" 10' - 3 1/2" 1' - 8 1/2" 10' - 3 1/2" 1' - 8 1/2" 15' - 1 3/4" 3' - 11 3/4" 11' - 2 1/4" 1' - 8"
3'
6" 2'
6"
EXISTING
WORK AREA
EXISTING
CORRIDOR
EXISTING
HALL
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
CORRIDOR
EXISTING
OFFICE
EXISTING
OFFICE
WALKWAY
B A3.1
P-24 P-25 P-25P-24 P-24 P-25
P-4
PROVIDE SHAFT OF
ADEQUATE SIZE TO
ALLOW ROUTING OF
PIPING
C A3.1
P-4
P-4
PATCH SPALLING, HOLES AND GENERAL DAMAGE
TO EXISTING CAST IN PLACE CONCRETE. LOOK
FOR AND NOTE ANY STRUCTURAL DAMAGE. EXISTING FLOOR
DRAIN AND WATER
PROOFING TO
REMAIN. PROTECT AS
NEEDED
EXISTING SLOPED FLOOR
FLOORING TO BE CARPET
TILE W/ NEW WALL BASE TO
MATCH EXISTING.
NOTE: ALL DIMENSIONS ARE TO BE FIELD MEASURED IF THERE IS ANY CONFLICT WITHIN
THESE DOCUMENTS AND THE EXISTING CONDITION THE CONTRACTOR IS TO NOTIFY THE
ARCHITECT IMMEDIATELY FOR CLARIFICATION AND FURTHER DIRECTION.
1' X 4' LIGHT FIXTURE
RE: ELEC.
DOWN CAN
RE:ELEC. WALL SCONCE
RE: ELEC.
HARDIE REVEAL SIDING
C A3.1
EQ
EQ
EQ
EQ
EQ
EQ
EXISTING
OFFICE
EXISTING
HALL EXISTING
HALL
EXISTING
OFFICE
EXISTING
OFFICE
EXISTING
HALL
EXISTING
WORK AREA
EXISTING
CORRIDOR
WALKWAY
EXIT LIGHT , CENTER IN TILE
RE: ELEC.
B A3.1
SCUPPER
C A3.1
1/4" PER FOOT
SLOPED STRUCT.
1/4" PER FOOT
SLOPED STRUCT.
1/ 4"
P
ER
F O
O T
TA
PE
R
ED
IN
SU
LA
TI
O N
A5.1 K
H A5.1
WALL SCONCE.
REF: ELEC.
ALIGN
CEILING GENERAL NOTES
1. CENTER CEILING GRID IN ROOMS AS SHOWN ON REFLECTED CEILING PLAN, UNLESS
OTHERWISE NOTED.
2. ON VERTICAL FACE OF WALLBOARD SOFFIT, EXTEND WALLBOARD A MINIMUM OF 6" ABOVE
FINISHED CEILING ELEVATION UNLESS OTHERWISE NOTED.
3. LIGHT FIXTURES, GRILLES, AND DIFFUSERS ARE TO BE LOCATED IN FINISHED CEILINGS AT
LOCATIONS SHOWN ON ARCHITECTURAL REFLECTED CEILING PLANS. CONSULT ARCHITECT IF
NEEDED FOR CLARIFICATION ON EXACT PLACEMENT. REFER TO ELECTRICAL & HVAC
DRAWINGS, THIS SET, FOR LIGHTING & GRILLE/DIFFUSER DESIGN INTENT, RESPECTIVELY.
CEILING LEGEND
2' X 4' ACOUSTICAL
CEILING TILE SYSTEM
1' X 4' INDUSTRIAL FIXTURE
REFER TO ELECT. DRAWINGS
CAN LIGHT FIXTURE
REFER TO ELECT. DRAWINGS
SUPPLY AIR
RETURN AIR
DATE:
PHASE:
COMM. NO.
SHEET NO.:SHEET TITLE:
PREPARED BY:
PREPARED FOR:
www.daviswince.com tel fax
REVISIONS
303 893.0505 303 433.4988
1764 Platte Street Denver, CO 80202
08/10/2015
BID DOCUMENTS
2015.016
NEW WORK PLANS A1.1
ACC WALKWAY RENOVATION
ARAPAHOE COMMUNITY COLLEGE
5900 S. SANTA FE DR.
LITTLETON, CO 80120
TYPE RATING
FIRE
TEST PLAN DETAIL CONSTRUCTION WIDTH
P-4 - 3 5/8" MTL STUDS @ 16" O.C.
BATT INSULATION
1/2" EXTERIOR SHEATHING
0' - 4 1/4"
P-24 1 HR UL U465 (3) LAYERS 1/2" WALLBOARD
4" MTL STUDS @ 16" O.C.
BATT INSULATION
1/2" EXTERIOR SHEATHING
0' - 7 1/4"
P-25 1 HR UL U465 (3) LAYERS 1/2" WALLBOARD
8" MTL STUDS @ 16" O.C.
BATT INSULATION
1/2" EXTERIOR SHEATHING
0' - 11 1/4"
0 4' - 0" 8' - 0" 12' - 0"
A NEW WORK PLAN N
0 4' - 0" 8' - 0" 12' - 0"
B REFLECTED CEILING PLAN N
NO. DATE DESCRIPTION
2 9/8/2015 BIDDER COMMENTS
0 4' - 0" 8' - 0" 12' - 0"
C ROOF PLAN N
File details come from the government source that posted it. Updated .