section 00001 - addendum 2 titlepage 2... · addendum # 2 dsa file # 7-c1, ... sheet 1-a5.01 –...

BID DOCUMENTS COVER SHEET

CONTRACT DOCUMENTS

FOR

L-638 Gymnasium Modernization

AT

Los Medanos College

2700 E Leland Rd, Pittsburg, CA 94565

CONTRA COSTA COMMUNITY COLLEGE DISTRICT

Consist of the following:

ADDENDUM # 2

DSA File # 7-C1,

Package # 1 DSA Application # 01-114882

and

Package # 2 DSA Application # 01-114959

LPAS Architecture + Design 2484 Natomas Park Dr, Sacramento, CA 95833

ADDENDUM #2 DSA Appl. # 01‐114882

Contra Costa Community College District Page 1 of 3 Los Medanos College Addendum #2 L‐638 Los Medanos College Gym Modernization – Package 1 February 23, 2016

CONTRA COSTA COMMUNITY COLLEGE DISTRICT L‐638 Los Medanos College Gym Modernization – Package 1 Los Medanos College

ADDENDUM #2 Date: February 23, 2016

NOTICE TO ALL PRE‐QUALIFIED CONTRACTORS ONLY

You are hereby notified of the following changes, clarifications and/or modifications to the original Contract Documents, Project Manual, Drawings, Specifications and/or previous Addenda. This Addendum shall supersede the original Contract Documents and previous Addenda wherein it contradicts the same, and shall take precedence over anything to the contrary therein. All other conditions remain unchanged.

This Addendum forms a part of the Contract Documents and modifies the original Contract Documents dated 07.28.2015. Acknowledge receipt of this Addendum in space provided on the Bid Proposal Form. Failure to acknowledge may subject Bidder to disqualification.

A. Pre-bid RFIs

1) Question: Section 12 66 13: Currently, the drawings show the bleachers to be 2 large banks (1 bank on

each side of gym) but I have heard that the bleachers may be split into 4 banks (two smaller banks per side of gym, with space between the banks at the protruding structural column. Please confirm desired bleacher configuration. Response: See attached addendum documents for revised bleacher layout and end rail and end curtain requirements.

2) Question: Section 12 66 13 Item 2.02.E.6: Is 3-phase power available in the gym for bleachers? If so, please specify whether 120V or 208/240V. We CAN configure to single phase 120V, but it’s more economical to configure to 3 phase (and if so, preferably 208/240V).

Response: Telescoping seating contractor is responsible to determine power requirements and coordinate with electrical engineer prior to submitting to DSA. Successful bidder shall also be responsible to determine number of motors required to operate system.

3) Question: Please confirm the anticipated start date for the onsite work.

Response: The Gymnasium will be available starting May 28th, 2016.

4) Question: Please provide project specifications for the following work: Floor refinishing and game striping, Intumescent Painting (drawing 1-A2.01), and Translucent Glazing Panels (alternate work).

Response: Floor refinishing is identified in 09 90 00 – see paragraph 2.04.E. Translucent glazing panels are in division 08 80 00. See attached revised paint specification for intumescent paint.



5) Question: Reference Demo Note #4 on drawing 1-A6.00. Please clarify if only ceiling panels that are identified are removed or if all ceiling panels are to be removed.

Response: All ceiling panels are to remain, per Addendum #1.

6) Question: I do not see an attached Bid Bond Form with the Spec Book or the Addendum. Are we to provide a Bid Bond Form from our Bonding Company?

Response: Bid Bond 10% of the bid amount. You may use AIA Bid Bond Form or your Surety Company Form.

7) Question: Do we need to be prequalified in order to bid as a General Contractor?

Response: No, you don’t have to be prequalified to bid as Prime Contractor on this project.

8) Question: I have been unable to find any mention of there being a DVBE, DBE, LBE, etc. type of advertising requirement for LMC upcoming bids. Can you please confirm that there are no such requirements?

Response: DVBE / SBE Requirements have not been properly endorsed and approved for compliance by the Board or the Community College Chancellor’s Office in Sacramento. For this project, the District is not requiring its compliance or Good Faith Effort documentation.

9) Question: Any Project Labor Agreement (PLA) or Project Stabilization Agreement (PSA) requirements?

Response: No, this project is not subject to PLA/PSA Agreement.

B. Deletions, Additions, Changes, Revisions

Project Manual

Division 12 60 00 – Multiple Seating 1. Delete previously issued section 12 60 00 Multiple Seating and replace with attached section 12 60 00

Multiple Seating in its entirety

Architectural Drawings

Sheet 1-A0.10 – General Information 1. Delete previously issued full-size sheet 1-A0.10 and replace with attached full-size sheet 1-A0.10 in its

entirety. 2. Revised total seating count per attached full-size sheet 1-A0.10. 3. Revised accessible seating calculation per attached full-size sheet 1-A0.10.

Sheet 1-A2.01 – Ground Floor Plan

1. Delete previously issued full-size sheet 1-A2.01 and replace with attached full-size sheet 1-A2.01 in its entirety.

2. Revised seating layout per attached full-size sheet 1-A2.01. 3. Revised accessible seating locations per attached full-size sheet 1-A2.01. 4. Delete aisle stairs at gridline 5 per attached full-size sheet 1-A2.01. 5. Add guardrails at ends of bleacher banks at gridline 5 per attached full-size sheet 1-A2.01. 6. Adjusted width of end rails previously shown at east and west ends of bleacher banks to more accurately

reflect actual width per attached full-size sheet 1-A2.01. Sheet 1-A5.01 – Interior Elevations


2. Delete aisle stairs at gridline 5 where indicated in C5/1-A5.01 Gym - Interior Elevation – South and K5/1-A5.01 Gym – Interior Elevation – North.

3. Add end rails & end curtain where indicated in C5/1-A5.01 Gym - Interior Elevation – South and K5/1-A5.01 Gym – Interior Elevation – North.



C. Pre‐Bid Meeting Sign in Sheet.

D. Pre‐Bid Meeting Minutes.

If you have any questions regarding this Addendum, please contact:

Jovan Esprit

Contra Costa Community College District

500 Court St., Martinez, CA 94553

Email: [email protected];

Facsimile: 925‐229‐6959;

All other terms and conditions of BID are to remain the same.

LPAS Architecture + Design

2484 Natomas Park Drive, Suite 100

Sacramento, CA 95833

_________________________________

Architect of Record: Troy A Pennington

END OF ADDENDUM #2

vmaloney

Snapshot

985-0006 / Los Medanos CollegeGymasium Modernization

12 66 13 - 1 TELESCOPING BLEACHERS

SECTION 12 66 13TELESCOPING BLEACHERS

PART 1 GENERAL1.01 SECTION INCLUDES

A. Telescoping bleachers.B. Electric motor operators, controls, and internal wiring.

1.02 RELATED REQUIREMENTSA. Section 26 27 26 - Wiring Devices: Key-operated wall switch(es).B. Section 26 27 17 - Equipment Wiring: Connection of electric motors and controls.

1.03 REFERENCE STANDARDSA. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010.B. ASTM D635 - Standard Test Method for Rate of Burning and/or Extent and Time of Burning of

Plastics in a Horizontal Position; 2014.C. ASTM D1929 - Standard Test Method for Determining Ignition Temperature of Plastics; 2013a.D. ASTM D2843 - Standard Test Method for Density of Smoke from the Burning or Decomposition

of Plastics; 2010.E. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2014.F. NFPA 102 - Standard for Grandstands, Folding and Telescopic Seating, Tents, and Membrane

Structures; National Fire Protection Association; 2011.G. PS 1 - Structural Plywood; 2009.H. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2010 w/Errata.I. AWS D1.3/D1.3M - Structural Welding Code - Sheet Steel; American Welding Society; 2008

w/Errata.1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.2. Storage handling and requirements.3. Installation methods.

C. Shop Drawings: Complete layout with dimensions, seat heights, row spacing and rise, aislewidths and locations, points of connection to substrate, assembly dimensions, and materialtypes and finishes.1. Provide drawings customized to this project.2. Include Professional Engineer certification.3. Wiring Diagrams: Show locations of motors, electrical wiring, and rough-in connections.

D. Selection Samples: For each material for which color selection is required, submit samples, 2by 2 inches in size, illustrating colors and finishes available.

E. Verification Samples: For each custom colored finish, submit samples of actual finish orproduct, for verification of color selection.

F. Operation and Maintenance Data: Manufacturer's operation and maintenance instructions,including annual inspection and maintenance and bi-annual inspection by a ProfessionalEngineer or manufacturer factory service personnel.

G. Warranty: Submit manufacturer warranty and ensure that forms have been completed inOwner's name and registered with manufacturer.



1.05 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing products specified in this

section, with not less than three years of documented experience.B. Installer Qualifications: Manufacturer's installation crew.C. Welder Qualifications: Certified by AWS for the process employed.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Store, in original packaging, under cover and elevated above grade.

1.07 WARRANTYA. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.B. Correct defective Work within a five year period after Date of Substantial Completion. Replace

parts that fail under normal use at no extra charge to Owner.PART 2 PRODUCTS2.01 MANUFACTURERS

A. Telescoping Bleachers:1. Interkal LLC; SculptureSeat: www.interkal.com.2. Hussey Seating Company; Maxam Telescopic Seating: www.husseyseating.com.3. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 TELESCOPING BLEACHERSA. Telescoping Bleachers: Factory assembled tiered benches that retract horizontally into depth

approximately the same as a single row depth, with fixed seats mounted on leading edge ofplatforms.1. Provide a design certified by a licensed Professional Engineer licensed in California.2. Design to comply with applicable requirements of NFPA 102 and requirements of code

authorities having jurisdiction; where conflicts between requirements occur, comply withwhichever is more stringent.

3. Design with solid fascia (riser) or seat fronts that conceal interior mechanisms when fullyretracted, fitting tightly enough to prevent climbing up face; at front row provide key locked,hinged fascia (skirt) to cover gap between seat riser/fascia and floor.

4. Standard Extension: Top row fixed to floor, adjacent to wall under overhang, forwardextension (away from wall); attachment to wall acceptable.

5. Wheelchair Spaces: Allow portions of first row, as indicated, to be manually retractedwithout affecting other rows; provide removable railings at row two behind wheelchairspaces in compliance with ADA Standards.

6. Cutouts: Fit units to irregular wall surfaces, columns, pilasters, roof drain leaders, andother obstructions; take field measurements prior to fabrication.

7. Operation: Motor operated.B. Design Loads: Design to withstand the following loading conditions:

1. Live Load on Structural Supports: 100 psf, minimum, of gross horizontal projection.2. Live Load on Seats and Walking Surfaces: 120 pounds per linear foot.3. Lateral Sway Stress on Structural Supports: 24 pounds per linear foot of seat plank.4. Perpendicular Sway Stress on Structural Supports: 10 pounds per linear foot of seat

plank.C. Dimensions:

1. See Contract Drawings for overall dimensions.2. Rows: 11.3. Rise Per Row: 10 inches.4. Row Depth: 26 inches.5. Seat Height Above Tread: 6 inches.



D. Structural Supports: Steel or aluminum; manufacturer's standard wheeled carriages supportingeach tier separately, with moving parts permanently lubricated and metal parts cushioned toprevent metal-to-metal contact during operation.1. Design so that each row carriage so that it will individually support the design loads and is

self supporting when fully assembled without dependence on platform panels or boards,seats, or fascia.

2. Welding: In accordance with AWS D1.1/D1.1M and AWS D1.3/D1.3M.3. Bolting: Use lock-washers or locknuts.4. Wheels: Minimum 5 inch diameter by 1-1/8 inch wide, with non-marring rubber tires; ball,

roller, or oil-impregnated metal bearings; minimum of 2 wheels at each floor support.5. Finish: Manufacturer's standard enamel or powder coating.6. Row Locking: Automatically mechanically lock each carriage to adjacent carriages when

fully extended.7. Unlocking: Automatically unlock all rows before engaging retraction mechanism.

E. Motor Operation: Manufacturer's standard drive mechanism, using motor adequately sized forthe purpose.1. All electrical components and wiring UL listed.2. Controls: Start, Stop, Forward, and Reverse in a single control unit.3. Control Station: Key-operated wall station, provided in Section 26 27 26.4. Limit Switches: Automatically stop operation when unit has reached fully open or fully

closed position.5. Provide all wiring internal to bleacher units, to junction box located where indicated; ensure

that wiring is not energized except during operation.6. Electrical Characteristics: 120V, single phase, 60 Hz.7. Provide access to motor from front side of bleachers; a hinged front skirt or hinged section

at least 30 inches wide is acceptable.2.03 SEAT AND PLATFORM COMPONENTS

A. Seat/Fascia Assembly: Continuous, molded UV-stabilized high-density polyethylene plastic,seat minimum 1 inch thick, textured finish, homogeneous color throughout, color as selectedfrom manufacturer's standard selection; approximately 18 inch long sections independentlyremovable with tongue-and-groove or rabbeted interlock at end joints.1. Shape: Ergonomically contoured, with internal ribs spaced for natural flexibility; rear edge

cantilevered to provide toe room of not less than 3 inches; no openings to trap debris.2. Provide end caps of same material and finish on each exposed end.3. Supports: Internal steel reinforcement of each seat segment bolted to platform nose

member; minimum two bolts per segment.B. Platform, Tread, and Step Structure: Plywood continuously supported on front and rear with

side joints tongue-and-grooved.1. Plywood: PS 1, 5-ply southern pine or polyethylene-overlaid Douglas fir or southern pine,

Grade A-C.2. Plywood Thickness: 5/8 inch, minimum.3. Front (Nose), Rear, and Intermediate Supports: Steel channel or tube, hot-dipped

galvanized.4. Provide end caps of same material and finish on each exposed end.

2.04 HANDRAILS AND RAILINGSA. Provide the following railings:

1. Aisle Handrails: Single post folding railing segment mounted in center of aisle at everyother row beginning at row 2.

2. End of Row Guardrails: Self-storing, at open ends of sections beginning at row 2.3. Height: 42 inches above adjacent platform or tread.

B. Design handrails and railings to withstand the following loads:1. Concentrated Load on Handrails: 200 pounds in any direction.



2. Concentrated Load on Guardrails: 200 pounds in any direction along top rail.3. Live Load on Handrails: 50 pounds per linear foot, applied in any direction.4. Live Load on Guardrails:

a. Horizontal: 50 pounds per linear foot, applied at the guardrail height.b. Vertical: 100 pounds per linear foot, applied vertically to top of guardrail.

C. Railing Construction: Round steel or aluminum pipe or tube, with formed elbows at corners andcaps at ends of straight runs.1. Aluminum: 1.66 inches minimum outside diameter; natural anodized finish.2. Steel: 1-1/2 inch minimum outside diameter, with 11 gage, 0.12 inch minimum wall

thickness; textured powder coat epoxy finish.2.05 ACCESSORIES

A. Fillers and Closures:1. Ends of Retracted Units: Vinyl curtain.2. Top Row: Provide seat level rear filler panels to close openings between top row seat and

wall; finish to match platforms.3. Sides of Extended Units: Vinyl curtains.4. Vinyl Curtains: 18 ounce vinyl with grommets; color as selected from manufacturer's

standard palette.B. Fasteners: Provide hardware and fasteners in accordance with manufacturer’s

recommendations.C. Anchorage: As indicated on drawings; provide hardware in accordance with manufacturer’s

recommendations.PART 3 EXECUTION3.01 EXAMINATION

A. Verify that field measurements are consistent with those on the shop drawings.B. Verify that electrical rough-ins have been installed and are accessible.C. Do not begin installation until substrates have been properly prepared and area has been

cleared of obstructions.D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory

preparation before proceeding.3.02 PREPARATION

A. Clean surfaces thoroughly prior to installation.B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best

result for the substrate under the project conditions.3.03 INSTALLATION

A. Install in accordance with manufacturer's instructions.B. Do not field cut or alter seats, fascia, or structural members without approval.C. Provide manufacturer's field representative to inspect completed installation.

3.04 ADJUSTINGA. Lubricate, test, and adjust each moving assembly to ensure proper operation in compliance with

manufacturer's recommendations.3.05 CLEANING

A. Clean exposed and semi-exposed assembly surfaces. B. Touch up finishes on damaged or soiled areas.

3.06 CLOSEOUT ACTIVITIESA. Demonstration and Training: Provide manufacturer's field representative to demonstrate to and

train Owner's operating personnel in proper operation of equipment.



1. Location: On site using installed equipment.2. Time: As agreed between Owner and Contractor.

3.07 PROTECTIONA. Protect installed products until completion of project.B. Touch-up, repair, or replace damaged products before Date of Substantial Completion.

END OF SECTION

EARTH

POROUS FILL

CONCRETE

CAST STONE

CONCRETE BLOCK

BRICK

METAL

CONTINUOUS WOOD

SHIM OR NON-CONT. WOOD BLKING

FINISH WOOD

PLYWOOD

GYPSUM WALLBOARD

STONE

RIGID INSULATION

BATT INSULATION

ACOUSTIC TILE

PLASTER ON METAL LATH

PAVING

TILE

GLASS

EXPANSION MATERIAL

SEALANT W/ BACK-UP MATERIAL

CARPET

12

D

N

OFFICE

155

1

ALIGN FINISH SURFACES

SECTION

SECTION IDENTIFICATION

SHEET WHERESECTION IS DRAWN

KEYNOTE

WINDOW TYPE

DOOR NUMBER

ROOM NAMEAND NUMBER

NORTH ARROW

FLOW LINE

HIDDEN LINE

NEW CONTOUR

EXISTING CONTOUR

CENTERLINE

PROPERTY LINE

PROJECTED LINE

BREAK LINE

MATCH LINE

CONTRACT LIMIT LINE

ELEVATION MARKOR DATUM POINT

WALL TYPE

REVISION MARK

GRID LINES

DETAIL

DETAIL IDENTIFICATION

SHEET WHEREDETAIL IS DRAWN

INTERIOR ELEVATION

ELEVATION IDENTIFICATION

SHEET WHEREELEVATION IS DRAWN

T

K1A3.3

F1A3.4

201

K7

K10

K1

K4

A5.01

12

PP LOW ENERGY OPERATOR PUSH PLATE

SIGNAGE TAGXXXXX

ACCESSIBLE PATH OF TRAVEL

GYMNASIUM

1728

12155 SF / 7 SF

STORAGE

3

683 SF / 300 SF

OCCUPANCY CLASSIFICATION: A-4EGRESS CAPACITY REQUIRED:2,507 (OPEN AREA)2,507 * 0.2" = 501"EGRESS CAPACITY PROVIDED = 720"720" > 501" OK

OCCUPANCY CLASSIFICATION: A-4EGRESS CAPACITY REQUIRED:1,454 FIXED SEATS + 1,728 (OPEN AREA)(1,454 + 1,728) * 0.2" = 636"EGRESS CAPACITY PROVIDED = 720"720" > 636" OK

1028 1028

562 562

562 x 0.2" = 112.4"112.4" < 144" = OK

562 x 0.2" = 112.4"112.4" < 144" = OK

1028 x 0.2" = 205.6"205.6" < 216" = OK

1028 x 0.2" = 205.6"205.6" < 216" = OK

10 x 11 rows 12 x 11 rows 10 x 11 rows 10 x 11 rows 12 x 11 rows 10 x 11 rows

10 x 11 rows 13 x 11 rows 10 x 11 rows 10 x 11 rows 13 x 11 rows 10 x 11 rows

DOORS562

112.4144

DOORS562

112.4144

DOORS1028205.6216

DOORS1028205.6216

PP

PP

PP

P PP P

BANK 'C' - 358 SEATS(6) ACC POSITIONS REQ'D.

BANK 'B' - 369 SEATS(6) ACC POSITIONS REQ'D.

BANK 'A' - 369 SEATS(6) ACC POSITIONS REQ'D.

BANK 'D' - 358 SEATS(6) ACC POSITIONS REQ'D.

NO CHANGE INOCCUPANT LOAD

3

#

#

SYMBOL LEGEND

OCCUPANT LOAD OF ROOM OR AREA

CUMULATIVE OCCUPANT LOAD

ASSUMED PROPERTY LINE

PATH AND DIRECTION OF EGRESS

1-HOUR RATED WALL

DOOR6513"34"

EGRESS COMPONENT

# OF OCCUPANTS SERVED

REQUIRED WIDTH PER CBC 1005.1

ACTUAL WIDTH

B OCCUPANCY

ALLOWABLE AREA CALCULATION FOR 1 STORY BUILDING,TYPE II-A CONSTRUCTION NON-SPRINKLEREDOCCUPANT GROUP A-4 / B

ALLOWABLE BUILDING AREA, PER CBC 506.1NON-SEPARATED MIXED OCCUPANCIESMOST RESTRICTIVE = A-4

{At + [At x lf] + [At x Is]} = Aa

At = 15,500 SF (TABULAR AREA PER CBC TABLE 503)If = 0.65 (FRONTAGE INCREASE PER CBC 506.2)Is = 0 (AUTOMATIC SPRINKLER INCREASE PER CBC 506.3)Aa = ALLOWABLE AREA PER STORY

{15,500 SF + [15,500 SF x 0.65] + [15,500 SF x 0]} = 25,575 SFALLOWED

EXISTING BUILDING SF = 19,683 SF (TOTAL) < 25,575 SF

EXISTING CONSTRUCTION DOES NOT CONFORM TO II-A1-HOUR FIRE PROTECTION OF EXISTING STEEL BENT AT GRIDLINE 5REQUIRED TO BRING INTO COMPLIANCE WITH TYPE II-ACONSTRUCTION. SEE SHEET 1-A2.01.

STATEMENT OF GENERAL CONFORMANCEINCLUDING BUT NOT LIMITED TO SHOP DRAWINGS

PREPARED BY OTHER LICENSED DESIGNPROFESSIONALS AND / OR CONSULTANTS

HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARELICENSED AND / OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HASBEEN EXAMINED BY ME FOR:

1. DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OFTITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONSPREPARED BY ME,AND

2. COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FORINCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT.

THE STATEMENT OF GENERAL CONFORMANCE SHALL NOT BE CONSTRUED AS RELIEVINGME OF MY RIGHTS, DUTIES AND RESPONSIBILITIES UNDER SECTIONS 17302 AND 81138 OFTHE EDUCATION CODE AND SECTIONS 4-336, 4-341 AND 4-344 OF TITLE 24, PART 1.

THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET

THIS DRAWING, PAGE OF SPECIFICATIONS / CALCULATIONS

SIGNATURE DATE

PRINT NAME

LICENSE NUMBER EXPIRATION DATE

ALL DRAWINGS OR SHEETS LISTED ON THE INDEX SHEET

THIS DRAWING, PAGE OF SPECIFICATIONS / CALCULATIONS

I CERTIFY THAT:

IS / ARE IN GENERAL CONFORMANCE AND

HAVE BEEN COORDINATED

ARCHITECT DESIGNATED TO BE IN GENERAL RESPONSIBLE CHARGE

TROY A PENNINGTON

IDENTIFICATION STAMPDIV. OF THE STATE ARCHITECT

OFFICE OF REGULATION SERVICES

AC FLS SS

DATE

RENEWALDATE

ARCHITECTL

I C

EN SED

CALI FORNIA

STAT E O F

TROY PENNINGTONC-31285

5-31-2017

SHEET NO:

DATE:

PROJECT NO:

THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THEPURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE ANDSHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTENCONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES ANDSHALL REMAIN THE PROPERTY OF LPAS, INC. ALL RIGHTS RESERVED COPYRIGHT © 2015.

THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT ANDENGINEER.

CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE

ARCHITECT'S STAMP APPROVAL

2/18

/201

6 3:

41:5

6 P

M

LOS MEDANOSCOLLEGEL-638 GYMNASIUM MODERNIZATION

2700 EAST LELAND ROAD, PITTSBURG, CA 94565

GENERAL INFORMATION

1-A0.10

09.25.2015

985-0006

ADDENDUM #2

1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO STARTING CONSTRUCTION. SHOULDA DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THECONTRACT DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TOPROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THEARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THEARCHITECT. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAILREFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THEMOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THEARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS.

2. THE CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORKSHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACTDOCUMENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, ANDSHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTORIMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS ARESULT OF HIS OPERATION.

3. CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS ORDRAWINGS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS INCONFLICT UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

4. ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGEOR EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE. ALL DOOR SWINGS SERVING ANOCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF EXIT.

5. PROVIDE ILLUMINATED EXIT SIGNS PER THE REQUIREMENTS OF 2013 C.B.C., SECTION 1011.6. PROVIDE FIRE EXTINGUISHERS PER THE REQUIREMENTS OF THE STATE FIRE MARSHAL.7. CONSTRUCTION SHALL COMPLY WITH THE AIR LEAKAGE REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE,

TITLE 24, PART 2 CHAPTER 2-53 FOR WINDOWS, DOORS, CAULKING AND SEALING, ELEVATOR SHAFT VENTS AND ALLOTHER APPLICABLE REQUIREMENTS.

8. SHOULD ANY EXISTING CONDITIONS, SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVEREDWHICH IS NOT COVERED BY THE DSA APPROVED DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITHTITLE 24, CALIFORNIA CODE OF REGULATIONS, A CONSTRUCTION CHANGE DOCUMENT OR A SEPARATE SET OF PLANSAND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED REPAIR WORK SHALL BE SUBMITTED TO ANDAPPROVED BY DSA BEFORE PROCEEDING WITH THE REPAIR WORK.

9. DIMENSIONSING RULES:A. NOTED DIMENSIONS SHALL AT ALL TIMES TAKE PRECEDENCE OVER SCALED DIMENSIONS.B. ALL DIMENSIONS OF NEW WORK ARE TO THE FACE OF STUD U.O.N.C. ALL DIMENSIONS OF EXISTING WORK ARE TO FACE OF FINISH U.O.N.D. CEILING HEIGHT DIMENSIONS ARE FROM TOP OF FLOOR SLAB TO FINISH FACE OF CEILING.E. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED.F. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT.G. +/- VERTICAL DIMENSION ARE FROM THE TOP OF THE FLOOR SLAB DATUM LINE, ESTABLISHED BY THE CONTRACTOR

SUBJECT TO THE APPROVAL OF THE OWNER OR ARCHITECT, UNLESS OTHERWISE NOTED.

H. DIMENSIONS MARKED "A.F.F." ARE ABOVE FINISHED FLOOR MATERIALS. IN CARPETED AREAS, THE TOP OF SLAB ISCONSIDERED TO BE THE FINISH FLOOR.

I. DIMENSIONS MARKED "V.I.F." SHALL BE "VERIFIED" IN THE FIELD BY THE CONTRACTOR.J. ALL DIMENSIONS ARE TO STRUCTURAL COMPONENTS UNLESS OTHERWISE NOTED.K. DIMENSION LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N.

MAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMEMB. MEMBRANEMFR. MANUFACTURERMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSMTD. MOUNTEDMTL. METALMUL. MULLION

N. NORTHN.I.C. NOT IN CONTRACTN.R. NON RATEDN.T.S. NOT TO SCALENO. NUMBERNOM. NOMINAL

O.A. OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETERO.F.C.I. OWNER FURNISHED CONTRACTOR

INSTALLED

O.F.D. OVERFLOW DRAINO.F.O.I. OWNER FURNISHED OWNER

INSTALLED

O.H. OPPOSITE HANDO.S.B. ORIENTED STRAND BOARDO/ OVEROBS. OBSCUREOCC. OCCUPANTS OR OCCUPANCYOFC. OFFICEOPNG. OPENINGOPP. OPPOSITE

P.L. PROPERTY LINEP.LAM. PLASTIC LAMINATEP.T.D. PAPER TOWEL DISPENSERP.T.D./R. PAPER TOWEL

DISPENSER/RECEPTACLE

P.T.D.F. PRESSURE TREATED DOUGLAS FIRPL. PLATEPLAS. PLASTERPLYWD. PLYWOODPNTD. PAINTEDPR. PAIRPRCST. PRECAST

R.C. RESILIENT CHANNELR.D. ROOF DRAINR.O. ROUGH OPENINGR.R. RESTROOMR.W.L. RAIN WATER LEADERRAD. RADIUSREC. RECESSEDRECL. RECYCLINGREF. REFERENCEREFR. REFRIGERATORREINF. REINFORCEDREQ. REQUIREDRESIL. RESILIENTRGTR. REGISTERRISER RISERRM. ROOMRWD. REDWOOD

S. SOUTHS.A.M. SELF-ADHERED MEMBRANES.C. SOLID CORES.C.D. SEAT COVER DISPENSERS.D. SOAP DISPENSERS.F. SQUARE FOOTS.M.S. SHEET METAL SCREWS.N.D. SANITARY NAPKIN DISPENSERS.N.R. SANITARY NAPKIN RECEPTACLES.O.G. SLAB ON GRADES.S. STAINLESS STEELS.SK. SERVICE SINKSCHED. SCHEDULESECT. SECTIONSEP. SEPARATE or SEPARATIONSHT. SHEETSHTG. SHEATHINGSHWR. SHOWERSIM. SIMILARSPEC. SPECIFICATIONSQ. SQUAREST. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRL. STRUCTURALSUSP. SUSPENDEDSYM. SYMMETRICAL

T&G TONGUE AND GROOVET. TEMPERED GLASST.B. TOWEL BART.O.C. TOP OF CONCRETET.O.P. TOP OF PARAPETT.O.STL. TOP OF STEELT.O.W. TOP OF WALLT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERTEL. TELEPHONETER. TERRAZZOTHK. THICKTRANS. TRANSITIONTRD. TREADTYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTEDUNF. UNFINISHEDUR. URINALUTIL. UTILITY

V.I.F. VERIFY IN FIELDVER. VERIFYVERT. VERTICALVEST. VESTIBULE

W. WESTW.C. WATER CLOSETW.O. WHERE OCCURSW.P. WATERPROOFW.V. WOOD VENEERW/ WITHW/O WITHOUTWD. WOODWSCT. WAINSCOTWT. WEIGHT

# POUND OR NUMBER& AND(E) EXISTING(N) NEW@ ATL ANGLEØ DIAMETER or ROUND

A.C. ASPHALT CONCRETEA.C.P. ALUMINUM COMPOSITE PANELA.D. AREA DRAINA.F.F. ABOVE FINISH FLOORA.L.S. ASSISTED LISTENING SYSTEMACOUS. ACOUSTICALADJ. ADJUSTABLE or ADJACENTAGGR. AGGREGATEALUM. ALUMINUMAPPROX. APPROXIMATELYARCH. ARCHITECTURALASB. ASBESTOSASPH. ASPHALT

BD. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBOTT. BOTTOM

C.B. CATCH BASINC.B.C. CALIFORNIA BUILDING CODEC.G. CORNER GUARDC.I. CAST IRONC.I.P. CAST IN PLACEC.J. CONTROL JOINTC.L. CENTERLINEC.O. CASED OPENINGC.W. CURTAIN WALLCAB. CABINETCEM. CEMENTCER. CERAMICCLG. CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARCNTR. COUNTERCOL. COLUMNCOMP. COMPOSITECONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCTR. CENTERCTSK. COUNTERSUNK

D.F. DRINKING FOUNTAIND.G. DECOMPOSED GRANITED.O. DOOR OPENINGD.S. DOWNSPOUTD.S.P. DRY STANDPIPEDBL. DOUBLEDEMO. DEMOLISHDEPT. DEPARTMENTDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWNDR. DOORDTL. DETAILDWG. DRAWINGDWR. DRAWER

E. EASTE.J. EXPANSION JOINTE.O.S. EDGE OF SLABE.P. ELEC. PANELE.W.C. ELEC. WATER COOLEREA. EACHEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSUREEQ. EQUALEQPT. EQUIPMENTEXP. EXPANSIONEXPO. EXPOSEDEXST. EXISTINGEXT. EXTERIOR

F.A. FIRE ALARMF.B. FLAT BARF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.F. FINISH FLOORF.H.C. FIRE HOSE CABINETF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDF.S. FIRE SPRINKLERFDN. FOUNDATIONFIN. FINISHFL. FLOORFLASH. FLASHINGFLUOR. FLUORESCENTFPRF. FIREPROOFFRMG. FRAMINGFT. FOOT or FEETFTG. FOOTINGFURR. FURRINGFUT. FUTURE

G.B. GRAB BARG.S.M. GALVANIZED SHEET METALGA. GAUGEGALV. GALVANIZEDGL. GLASSGND. GROUNDGR. GRADEGYP. GYPSUM

H.B. HOSE BIBH.C. HOLLOW COREH.M. HOLLOW METALHDWD. HARDWOODHDWR. HARDWAREHORIZ. HORIZONTALHR. HOURHT. HEIGHT

I.D. INSIDE DIAMETERI.S.A. INTERNATIONAL SYMBOL OF

ACCESSIBILITY

INSUL. INSULATIONINT. INTERIOR

JAN. JANITORJT. JOINT

K.D. KNOCK DOWN

L.F. LINEAL FOOTLAM. LAMINATELAV. LAVATORYLKR. LOCKERLT. LIGHT

M.H. MANHOLEM.O. MASONRY OPENING

1/16" = 1'-0" K1GROUND FLOOR CODE PLAN

N

ABBREVIATIONS SYMBOLS

GENERAL NOTES

VICINITY MAP

SCOPE OF WORK

SHEET INDEX PROJECT TEAM

DEFERRED APPROVALS

OWNERCONTRA COSTA COMMUNITY COLLEGEDISTRICT500 COURT STREETMARTINEZ, CA 94553PHONE (925) 229-1000

ARCHITECTURELPAS2484 NATOMAS PARK DRIVE, SUITE 100SACRAMENTO, CA 95833PHONE (916) 443-0335

CIVILLCC, INC.930 ESTUDILLO STREETMARTINEZ, CA 94553PHONE (925) 228-4218

MECHANICAL / ELECTRICAL / PLUMBING/LOW VOLTAGE / FIRE ALARM / FIREPROTECTIONSACRAMENTO ENGINEERING10555 PLACERVILLE ROADSACRAMENTO, CAPHONE (916) 368-4468

1. REMOVE EXISTING SCOREBOARDS, GYM DIVIDER CURTAIN, TELESCOPINGSEATING, EXTERIOR DOORS AND FRAMES.

2. INSTALL NEW EXTERIOR DOORS AND HARDWARE. UPGRADE EXTERIORLANDINGS WHERE INDICATED.

3. REMOVE EXISTING TEMPORARY INFILL AND REPLACE WITH EXTERIOR DOORS.

4. INSTALL NEW TELESCOPING BLEACHERS.

INCIDENTAL USE AREAS

ROOMS NOTED AS INCIDENTAL USE AREAS SHALL COMPLY WITH THEFOLLOWING REQUIREMENTS PER CBC 508.2.5.2• WALLS SEPARATING THE STORAGE AREA FROM THE REMAINDER

OF THE BUILDING MUST RESIST THE PASSAGE OF SMOKE• WALLS SEPARATING THE STORAGE AREA FROM THE REMAINDER

OF THE BUILDING SHALL NOT HAVE AIR TRANSFER OPENINGSUNLESS PROVIDED WITH SMOKE DAMPERS

• DOORS IN SUCH WALLS SHALL BE SELF-CLOSING OR AUTOMATICCLOSING UPON DETECTION OF SMOKE

• DOORS IN SUCH WALLS SHALL NOT HAVE AIR TRANSFEROPENINGS OR BE UNDERCUT IN EXCESS OF THE CLEARANCEPERMITTED IN NFPA 80

ACCESSORY OCCUPANCIES:S-1 4.1% (812 SF / 19,683 SF)

TOTAL 4.1% ACCESSORY USES (<10% PER CBC 508.2.1)

NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES ANDTHE MAIN OCCUPANCY, PER CBC 508.2.4

1. WALL ATTACHED TELESCOPING SEATING.

BID ALTERNATES

1. NONE.

APPLICABLE CODES

2013 CALIFORNIA ADMINISTRATIVE CODE (CAC)2013 CALIFORNIA BUILDING CODE (CBC)2013 CALIFORNIA ELECTRICAL CODE (CEC)2013 CALIFORNIA MECHANICAL CODE (CMC)2013 CALIFORNIA PLUMBING CODE (CPC)2013 CALIFORNIA ENERGY CODE2013 CALIFORNIA FIRE CODE (CFC)2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)

PROJECT LOCATION

ASSISTIVE LISTENING SYSTEM CALCULATIONS

Per CBC 11B-219, assistive-listening systems must be provided for assembly areas. Theminimum number of receivers to be provided shall be 4% of the total seats.

• GYMNASIUM - 1,452 x 0.04 = 58 RECEIVERS REQ'D.

01-114882

GENERAL1-A0.10 GENERAL INFORMATION1-A0.41 SIGNS AND SYMBOLSA0.50 CALGREEN CHECKLIST (DSA)

CIVILC-1 OVERALL SITEC-2 RAMP DETAILSC-3 TYPICAL DETAILS

ARCHITECTURAL SITE1-A1.01 PARTIAL SITE PLANA1.00 OVERALL SITE PLAN

ARCHITECTURAL1-A2.00 DEMOLITION FLOOR PLAN1-A2.01 GROUND FLOOR PLAN1-A2.81 DOOR SCHEDULE1-A5.01 INTERIOR ELEVATIONS1-A6.00 REFLECTED CEILING DEMOLITION PLAN

ELECTRICAL1-E0.00 SYMBOLS, ONE LINE DIAGRAM AND SCHEDULES1-E1.00 ELECTRICAL PLAN

FOR REFERENCE ONLYA1-2 RESTROOM BLDG PLAN & INT ELEVATIONSAS-1 ARCHITECTURAL SITE PLAN ACCESS ROUTEFA-01 COVER SHEET & EQUIPMENT LISTFA-02 (E) MISCELLANEOUS NOTES & DETAILSFA-03 (E) MXL-IQ FIRE ALARM CONTROL PANELFA-04 (N) PAD-3 AUXILIARY POWER SUPPLYFA-05 TYPICAL WIRING OF FIELD DEVICEFA-06 FIRE ALARM RISER DIAGRAMFA-07 FIRE ALARM PLAN - (E) GYMNASIUMS5 GYMNASIUM - FOUNDATION AND FLOOR PLANS6 GYMNASIUM - ROOF FRAMING PLANS11 GYMNASIUM - TRANSVERSE SECTIONSS12 GYMNASIUM - EAST AND WEST WALL ELEVATIONS

FILE NO. 7-C1

3 ADDENDUM #2 02/22/2016

ACCESSIBLE SEATING REQUIRED

PER CBC TABLE 11B-221.2.1.1• 350-500 SEATS 6(6) PROVIDED PER BANK OF TELESCOPING SEATING - TOTAL OF (24)

3

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

C C

B B

1

1

9

9

1-A5.01

K5

C5

F7 F1

GYMNASIUM

101

STORAGE

102

OFFICE

103

OFFICE

104

OFFICE

105

OFFICE

106

OFFICE

107

OFFICE

108

OFFICE

109

OFFICE

110

101A

101K

101C

101D

101E

101B

101F101J 101G101H

102A

102B

101B.1

101A.1

101K.1

101C.1

101D.1

101E.1

101F.1

101H.1

101K.2

101A.2

101B.2

101A.3

101K.3

101J.1 101G.1

101E.2

101D.2

101B.3 101C.2

102B.1

102A.1

101.1

101.2

110.1

109.1

108.1

107.1

106.1

105.1

104.1

103.1

103

104

105

106

107

108

109

110

PP

PP

PP

PP

PP

TELESCOPING SEATING -DEFERRED APPROVAL

TELESCOPING SEATING -DEFERRED APPROVAL

PP

ELECTRICAL

111

111.1

9' - 3

"9'

- 3"

MAIN COURT OUTLINESHOWN DASHED

7' - 2

1/4"

7' - 2

1/4"

C C C C C C C C

C CC CC CC C

15' - 0" 4' - 6" 18' - 0" 4' - 6" 15' - 0" 4' - 6" 15' - 0" 4' - 6" 18' - 0" 4' - 6" 15' - 0"

15' - 0" 4' - 6" 19' - 6" 4' - 6" 15' - 0" 4' - 6" 15' - 0" 4' - 6" 19' - 6" 4' - 6" 15' - 0"

PP

PP

PP

PP

PP

PP

1

1

1

1

1

2%MAX

2% MA

X

6' - 0"

5% MAX

SLOPE DN

FLU

SH

HANDRAIL PER DETAIL 5/C-3

CLR

5' - 0

" MIN

2%MAX

2% MA

X

MIN1' - 0"

ENGINEERED CEMENT OVERLAYFLUSH

PAVEMENTOVERLAY -SEE 3/C-2

1


1


1


1

C C

C CCC

C C

3

3

3

33

3

3 3

3

3

3

FLOOR PLAN GENERAL NOTES

1. SEE SHEET A0.10 FOR CODE COMPLIANCE INFORMATION.2. SEE SHEET A0.40 FOR ACCESS COMPLIANCE INFORMATION.3. SEE SHEET A0.41 FOR SIGNAGE SCHEDULE AND DETAILS.4. SEE SHEET 1-A2.81 FOR DOOR SCHEDULE AND DETAILS.5. SEE SHEET 1-A5.01 FOR INTERIOR ELEVATIONS.6. PROTECT EXISTING WOOD FLOOR DURING CONSTRUCTION ACTIVITIES.7. REPAIR / REPLACE DAMAGED WOOD FLOOR SECTIONS.8. EXISTING BASKETBALL STANDARDS SHOWN FOR REFERENCE ONLY.9. NORTH ARROW INDICATES PLAN NORTH, WHICH MAY VARY FROM TRUE NORTH.

ALL DRAWING REFERENCES TO NESW ORDINATES ARE RELATIVE TO PLANNORTH. SEE SHEET A1.00 FOR TRUE NORTH ORIENTATION.

ALIGN FINISH SURFACES

WALL TYPE

INTERIOR ELEVATION

ELEVATION IDENTIFICATION

SHEET WHEREELEVATION IS DRAWN

K7

K10

K1

K4

A5.01

12

APPROXIMATE AREA OF WOOD FLOOR REPAIR

FLOOR PLAN LEGEND

FIRE EXTINGUISHER CABINETFEC

PP LOW ENERGY OPERATOR PUSH PLATE - SEESHEET 1-E1.00 FOR POWER REQUIREMENTS

XXXXX SIGNAGE TAG - SEE SHEET 1-A0.41 1



AC FLS SS

DATE

RENEWALDATE

ARCHITECTL

I C

EN SED

CALI FORNIA

STAT E O F


5-31-2017

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


2/18

/201

6 3:

41:5

7 P

M



GROUND FLOOR PLAN

1-A2.01

09.25.2015

985-0006

ADDENDUM #2

1/8" = 1'-0" J3GROUND FLOOR PLAN - NEW

N

01-114882

FILE NO. 7-C1

1 ADDENDUM #1 12/16/20153 ADDENDUM #2 02/22/2016

(E) EXPOSED CONCRETE

(E) EXPOSED STEEL

WALL ATTACHED TELESCOPING SEATING(DEFERRED APPROVAL); PROVIDE ENDCURTAIN BOTH ENDS OF SYSTEM - COLOR TOBE SELECTED BY ARCHITECT;SEE PLAN ON SHEET 1-A2.01 FOR LOCATIONSOF ACCESSIBLE AND COMPANION SEATING

(E) GYP BD - REPAIR ASREQ'D. AFTER INSTALLATIONOF ALUM DOOR AND FRAMESYSTEM

(E) GYP BD - REPAIR ASREQ'D. AFTER INSTALLATIONOF ALUM DOOR AND FRAMESYSTEM

EMERGENCY EXIT SIGNAGE ANDLIGHTING, TYP. - SEE ELECTRICALFOR ADDITIONAL INFORMATION

(E) EXPOSED CONCRETEBEAM - CLEAN W/ HEAVYDUTY CONCRETE CLEANER

END RAILS & END CURTAINPER SPECIFICATIONS

3

WALL-MOUNTED LOWENERGY DOOROPERATOR ACTUATOR

WALL-MOUNTED LOWENERGY DOOROPERATOR ACTUATOR


INTERIOR ELEVATION GENERAL NOTES

1. SEE SHEET A2.31 FOR MATERIALS LEGEND.2. CLEAN ALL EXISTING EXPOSED CONCRETE SURFACES WITH HEAVY DUTY

CONCRETE CLEANER.3. PROTECT EXISTING WOOD FLOOR DURING CONSTRUCTION ACTIVITIES.

WALL ATTACHED TELESCOPINGSEATING (DEFERRED APPROVAL);PROVIDE END CURTAIN BOTH ENDSOF SYSTEM - COLOR TO BESELECTED BY ARCHITECT

WALL ATTACHED TELESCOPINGSEATING (DEFERRED APPROVAL);PROVIDE END CURTAIN BOTH ENDSOF SYSTEM - COLOR TO BESELECTED BY ARCHITECT

(E) EXPOSED DUCTWORK- CLEAN EXTERIOR


18' - 0"

TACTILE EXIT SIGNAGE

AUTOMATIC OPERATORACTUATOR BUTTON

TACTILE EXIT SIGNAGE

EMERGENCY EXIT LIGHT /SIGNAGE - SEE ELECTRICAL

WALL ATTACHED TELESCOPING SEATING(DEFERRED APPROVAL); PROVIDE ENDCURTAIN BOTH ENDS OF SYSTEM - COLOR TOBE SELECTED BY ARCHITECT;SEE PLAN ON SHEET 1-A2.01 FOR LOCATIONSOF ACCESSIBLE AND COMPANION SEATING

(E) EXPOSED CONCRETE - CLEANW/ HEAVY DUTY CLEANER

(E) EXPOSED STEELMEMBERS - CLEAN

(E) EXPOSED DUCTWORK -CLEAN EXTERIOR

END RAILS & END CURTAINPER SPECIFICATIONS

3



AC FLS SS

DATE

RENEWALDATE

ARCHITECTL

I C

EN SED

CALI FORNIA

STAT E O F


5-31-2017

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

H

G

F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


2/18

/201

6 3:

41:5

9 P

M



INTERIOR ELEVATIONS

1-A5.01

09.25.2015

985-0006

ADDENDUM #2

1/8" = 1'-0" C5GYM - INTERIOR ELEVATION - SOUTH

1/8" = 1'-0" F7GYM - INTERIOR ELEVATION - WEST 1/8" = 1'-0" F1GYM - INTERIOR ELEVATION - EAST

1/8" = 1'-0" K5GYM - INTERIOR ELEVATION - NORTH

01-114882

FILE NO. 7-C1

3 ADDENDUM #2 02/22/2016



CONTRA COSTA COMMUNITY COLLEGE DISTRICT L‐638 Los Medanos College Gym Modernization – Package 2 Los Medanos College

ADDENDUM #2 Date: February 23, 2016

NOTICE TO ALL PRE‐QUALIFIED CONTRACTORS ONLY

You are hereby notified of the following changes, clarifications and/or modifications to the original Contract Documents, Project Manual, Drawings, Specifications and/or previous Addenda. This Addendum shall supersede the original Contract Documents and previous Addenda wherein it contradicts the same, and shall take precedence over anything to the contrary therein. All other conditions remain unchanged.

This Addendum forms a part of the Contract Documents and modifies the original Contract Documents dated 09.25.2015. Acknowledge receipt of this Addendum in space provided on the Bid Proposal Form. Failure to acknowledge may subject Bidder to disqualification.

A. Pre-bid RFIs

1) Question: Section 11 66 23 Items 2.05.A.7 and 2.05.B.6: These two items indicate that you want TWO scoreboard control consoles (one for each board), correct? Response: Correct. Two control consoles are requested per the specifications.

2) Question: Section 11 66 23 Items 2.05.C.1: What is desired quantity of non-illuminated signs? One or two? Should factory-imprinted custom graphics be included in our bid for this (these) sign(s)? Response: Provide one non-illuminated sign. Factory-imprinted graphics are not included at this time.

3) Question: Section 11 66 23 Item 2.03: Please confirm width and attachment height of divider curtain. I am not seeing this information in the plans.

Response: See attached addendum documents.

4) Question: Section 11 66 23 Item 2.06A: There are some accessory items not listed that are typically desired by customer, even though they are technically “not required” (e.g. referee platform(s), equipment storage cart(s) etc). If these are desired, please indicate quantity requirements. Response: No additional items requested at this time.

5) Question: Section 11 66 23 Item 2.06B: Is reinforcing rebar an absolutely requirement for the volleyball sleeve footings? We have installed over 1,000 sleeves successfully without rebar.

Response: Please provide rebar as detailed.



6) Question: Section 11 66 23: Why such a large scoreboard in a relatively small gym. Good money could be saved with 6’x10’ & 4’ x 10’ scoreboards.

Response: Scoreboard size was determined by District prior to beginning of design work.

7) Question: Section 11 66 23: Drawing shows centered shot clocks. This can’t be done. Needs to be offset and behind the face of the backboard.

Response: Nevco shot clocks specified are able to be mounted on the center of the mast.

8) Question: Section 11 66 23: What about LED perimeter striping on the backboard synchronized with the shot clock? Required for college.

Response: LED perimeter lighting has been added to the specifications in Addendum #2.

9) Question: Drawings do not show 24” high ad panel.

Response: See question 2 above.

10) Question: Section 11 66 23: Request to provide Daktronics scoreboards as an approved equal to Nevco scoreboards.

Response: Daktronics scoreboards are an approved equal.

11) Question: Section 12 66 13: Request to provide Hussey Seating as an approved equal to Interkal telescoping seating.

Response: Hussey Seating is an approved equal to Interkal telescoping seating.

12) Question: Section 11 66 23: Request to change specification to Porter #2085 Center Roll Curtain.


13) Question: Page 2 of the Bid Proposal Form indicates that there are no Additive Alternates. Drawing 2-A0.10 states there is one Bid Alternate for clerestory glazing. Which is correct? Will a revised bid form be issued?

Response: See attached revised bid form.

14) Question: Please confirm the anticipated start date for the onsite work.

Response: The Gymnasium will be available starting May 28th, 2016.

15) Question: Please provide project specifications for the following work: Floor refinishing and game striping, Intumescent Painting (drawing 1-A2.01), and Translucent Glazing Panels (alternate work).

Response: Floor refinishing is identified in 09 90 00 – see paragraph 2.04.E. Translucent glazing panels are in division 08 80 00. See attached revised paint specification for intumescent paint.

16) Question: I am not seeing any specifications or plan comments about basketball backboards, goals and support framing. Is this an error?

Response: With the exception of the backboards and support framing that are to be removed, all backboards, goals and support framing are to remain.

17) Question: Is goal posts an error? If not what kind of goal posts?

Response: Not clear what this question is referring to.

18) Question: When you say safety catch do you mean safety strap which engages if the backstop free falls? If that is the case and a backstop free falls and is caught, like a seat belt, the backstop will stay in caught position and once repairs are made the safety strap needs to be replaced. Please clarify.

Response: Assumption is correct, yes.

19) Question: The Porter 713 winch is for attachment heights above 28 feet. Please change by addendum to Porter 712 ¾ HP winch which is used for attachment heights to 28’. LMCC is less than 27’.




20) Question: Almost every college wants Senoh volleyball equipment as provided by Sports Imports. Sports Imports most popular standards are 3” diameter steel and they do have aluminum standards.

Response: Bid as specified. District / college have not made a request for Senoh at this time.

21) Question: I do not see an attached Bid Bond Form with the Spec Book or the Addendum. Are we to provide a Bid Bond Form from our Bonding Company?

Response: Bid Bond 10% of the bid amount. You may use AIA Bid Bond Form or your Surety Company Form.

22) Question: Do we need to be prequalified in order to bid as a General Contractor?

Response: No, you don’t have to be prequalified to bid as Prime Contractor on this project.

23) Question: I have been unable to find any mention of there being a DVBE, DBE, LBE, etc. type of advertising requirement for LMC upcoming bids. Can you please confirm that there are no such requirements?

Response: DVBE / SBE Requirements have not been properly endorsed and approved for compliance by the Board or the Community College Chancellor’s Office in Sacramento. For this project, the District is not requiring its compliance or Good Faith Effort documentation.

24) Question: Any Project Labor Agreement (PLA) or Project Stabilization Agreement (PSA) requirements?

Response: No, this project is not subject to PLA/PSA Agreement.

25) Question: Section 09 90 00: Dunn Edwards has requested to be included as an approved manufacturer.

Response: Dunn Edwards is an approved manufacturer under this division.

B. Deletions, Additions, Changes, Revisions

Project Manual

Division 00300 – Bid Proposal Form 1. Delete previously issued section 00300 Bid Proposal Form and replace with attached section 00300 Bid

Proposal Form in its entirety. Division 09 90 00 – Painting and Coating

2. Delete previously issued section 09 90 00 Painting and Coating and replace with attached section 09 90 00 Painting and Coating in its entirety.

Division 11 66 23 – Gymnasium Equipment 1. Delete previously issued section 11 66 23 Gymnasium Equipment and replace with attached section 11 66

23 Gymnasium Equipment in its entirety. Architectural Drawings

Sheet 2-A2.31 – Finish Plan / Floor Striping Plan 1. Delete previously issued full-size sheet 2-A2.31 and replace with attached full-size sheet 2-A2.31 in its

entirety. 2. Revise striping layout per attached full-size sheet 2-A2.31. 3. Add symbols indicating locations of volleyball floor sleeves per attached full-size sheet 2-A2.31.

Sheet 2-A2.32 – Floor Striping


2. Revise enlarged plan D3/2-A2.32 – Volleyball Crosscourt Striping per attached full-size sheet 2-A2.32. 3. Revise enlarged plan J7/2-A2.32 – Basketball Main Court Striping per attached full-size sheet 2-A2.32.



Sheet 2-A6.00 – Reflected Ceiling Demolition Plan


2. Revise Demolition Keynote 2 per attached full-size sheet 2-A6.00. Removal of existing luminaires indicated is no longer in scope of contract.

Sheet 2-A6.01 – Reflected Ceiling Plan 1. Delete previously issued full-size sheet 2-A6.01 and replace with attached full-size sheet 2-A6.01 in its

entirety. 2. Revise Reflected Ceiling Plan Legend per attached full-size sheet 2-A6.01 to reflect Luminaire Type F1 to

be NIC. Luminaire Type F1 is no longer in scope of contract. 3. Change size of gym divider curtain per attached full-size sheet 2-A6.01. 4. Add detail callout for gym divider curtain installation per attached full-size sheet 2-A6.01.

C. Pre‐Bid Meeting Sign in Sheet.

D. Pre‐Bid Meeting Minutes.

If you have any questions regarding this Addendum, please contact:

Jovan Esprit


500 Court St., Martinez, CA 94553

Email: [email protected];

Facsimile: 925‐229‐6959;

All other terms and conditions of BID are to remain the same.

LPAS Architecture + Design

2484 Natomas Park Drive, Suite 100

Sacramento, CA 95833

_________________________________

Architect of Record: Troy A Pennington

END OF ADDENDUM #2

vmaloney

Snapshot

DSA Appl. # 01‐114882

DSA Appl. # 01‐114959

Contra Costa Community College District Section 00300 ‐ Page 1of 7 Los Medanos College Bid Proposal Form L‐638 Gymnasium Modernization Addendum 2

SECTION 00300 BID PROPOSAL FORM

PROJECT NUMBER / NAME: L‐638 Gymnasium Modernization CAMPUS / LOCATION: Los Medanos College, 2700 E. Leland Rd, Pittsburg, CA DISTRICT: CONTRA COSTA COMMUNITY COLLEGE DISTRICT 500 Court St, Martinez, CA 94553 Herein Referred to as "District" 1. INTRODUCTION

A. The Bidder proposes to perform the Work for the Contract Sum and within the proposed Contract Time, based upon an examination of the site and the Bid and Contract Documents.

B. The Bidder certifies this Bid is submitted in good faith.

C. The Bidder agrees that the Contract Sum and other proposed terms will be considered in

evaluating Bids and may be negotiated and adjusted before awarding of Contract.

D. The signed copy of the Certification of the Visit to the Site shall be attached to the Bid Form Submittal.

E. A fully executed Statement of Bidder's Qualifications signed by an authorized officer of the

Bidder submitting the Bid shall be attached to the Bid Form.

F. A fully executed Non‐Collusion Affidavit signed by an authorized officer of the Bidder submitting Bid shall be attached to the Bid Form.

G. The District shall award the contract to the lowest responsive and responsible Bidder.

The evaluation of the low bid shall be based on the total of Item 2.A Base Bid DSA Project #01‐114882 plus 2.B Base Bid DSA Project #01‐114959 and Alternate Item 3.A.

H. The District reserves the right to award the other Additive/Deductive Alternates through change orders as budget allows.

2. CONTRACT SUM

A. BASE BID DSA Project #01‐114882

DSA Appl. # 01‐114882

DSA Appl. # 01‐114959


For labor, materials, bonds, fixtures, equipment, tools, transportation, services, sales taxes and other costs necessary to complete the general construction in accordance with the Contract Documents, for a stipulated Contract Sum in the amount of: ____________________________________________ Dollars ($______________________) B. BASE BID DSA Project #01‐114952 For labor, materials, bonds, fixtures, equipment, tools, transportation, services, sales taxes and other costs necessary to complete the general construction in accordance with the Contract Documents, for a stipulated Contract Sum in the amount of: ____________________________________________ Dollars ($______________________) Contractor Authorized Signature:_________________________________________

3. ADDITIVE ALTERNATES

A. Remove existing clearstory glazing and stops and replace with new aluminum storefront and glazing.

Provide all labor, materials, bonds, fixtures, equipment, tools, transportation, services, sales taxes and other costs necessary to complete this Alternate construction in accordance with the Contract Documents: ____________________________________________ Dollars ($______________________)

B. N/A


C. N/A

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4. COMPLETION TIME

A. For establishing the Date of Final Completion the contract time for the Base Bids and Alternates shall be 136 calendar days after date of the Notice To Proceed. This time may be subject to modification to facilitate the work as mutually agreed upon at a later date.

B. The Bidder certifies that the Bid is based on the Contract Time for completion as stated

above and in the Contract Documents. Bidder further certifies that the Base Bid amount is sufficient to cover all labor, materials, central office and construction site overhead, profit, and all other costs related to the completion of the Project for the entire Project construction time for both the General Contractor and all Subcontractors, as stated above in paragraphs 2 and 3.

5. ADDENDA

A. The Bidder acknowledges receipt of the following Addenda, and certifies the Bid has provided for all modifications and considerations required therein.

None [ ] Addendum No.: _________ dated _________________ Addendum No.: _________ dated _________________ Addendum No.: _________ dated _________________ Addendum No.: _________ dated _________________ Addendum No.: _________ dated _________________

B. List of Additional Addenda Attached: Yes [ ] No. [ ]. 6. DESIGNATION OF SUBCONTRACTORS

DSA Appl. # 01‐114882

DSA Appl. # 01‐114959


A. The Bidder has set forth a complete list indicating the type of work, name, and business address of each Subcontractor who will perform work in excess of one‐half of one percent of the Contract Sum.

B. Any portion of the work in excess of the specified amount having no designated

Subcontractor shall be performed by the Bidder.

C. Substitution of listed Subcontractors will not be permitted unless approved in advance by the District.

D. Prior to signing the Contract, the District reserves the right to reject any listed

Subcontractor.

Type of Work Subcontractor's Business Address License #

(1)

(2)

(3)

(4)

(5)

E. Complete list of Subcontractors is attached: Yes [ ] No [ ]

F. Continuation list of Subcontractors is attached: Yes [ ] No [ ]

7. ACCEPTANCE AND AWARD

A. The District reserves the right to reject this Bid and to negotiate changes before or after execution of the Contract. This Bid shall remain open and shall not be withdrawn for a period of 90 days after Bid Opening date.

B. If written notice of acceptance of this Bid is mailed or delivered to the Bidder within 90 days

after the date set for the receipt of this Bid, or other time before it is withdrawn, the Bidder will execute and deliver to the District a Contract prepared by District with the required Surety Bonds and Certificates of Insurance, within 10 days after personal delivery or deposit in the mail of the notification of acceptance.

DSA Appl. # 01‐114882

DSA Appl. # 01‐114959


C. Notice of acceptance or request for additional information may be addressed to the Bidder at the address provided.

8. BID SECURITY

A. The required 10 percent (10%) Bid Security for this Bid is attached in the form of: ( ) Bid Bond Issued By: ( ) Certified or Cashier's Check No. Issued by: 9. BIDDER'S BUSINESS INFORMATION

A. Individual [ ]: Personal Name: Business Name: Address: Zip Code:

Telephone: ________________________________________ Fax Number: ________________________________________

B. Partnership [ ]: Co‐partners' Names: Business Name: Address: Zip Code:

DSA Appl. # 01‐114882

DSA Appl. # 01‐114959


Telephone: ________________________________________ Fax Number: ________________________________________

C. Corporation [ ]:

Firm Name: Address: Zip Code ______________ Telephone: ______________________________ Fax Number: ________________________________________ State of Incorporation: President: Secretary: Treasurer: Manager:

D. Power of Attorney: Name:

Title:

E. Contractor License No. ______State of ___________

F. Bidder is submitting this proposal on behalf of a Joint Venture. Names, license numbers, and relevant information are given on a separate attachment:

Yes [ ] No [ ].

G. Upon request, furnish appropriate documentation to substantiate and/or support the data given.

DSA Appl. # 01‐114882

DSA Appl. # 01‐114959


10. The undersigned hereby certifies under penalty of perjury under the laws of the State of California that all the information submitted by the Bidder in connection with this Bid and all the representations herein made are true and correct.

Executed this day of ____________________________ Contractor’s License No. Expiration Date Firm Name Signature By (Print or Type Name) Title

End of Section 00300

985-0006 / Los Medanos CollegeGymnasium Modernization -Package 2

09 90 00 - 1 PAINTING AND COATING

SECTION 09 90 00PAINTING AND COATING


A. Surface preparation.B. Field application of paints, stains, varnishes, and other coatings.C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and

unless otherwise indicated, including the following:1. Mechanical and Electrical:

a. In finished areas, paint all insulated and exposed pipes, conduit, boxes, insulated andexposed ducts, hangers, brackets, collars and supports, mechanical equipment, andelectrical equipment, unless otherwise indicated.

b. In finished areas, paint shop-primed items.D. Do Not Paint or Finish the Following Items:

1. Items fully factory-finished unless specifically so indicated; materials and products havingfactory-applied primers are not considered factory finished.

2. Items indicated to receive other finishes.3. Items indicated to remain unfinished.4. Fire rating labels, equipment serial number and capacity labels, and operating parts of

equipment.5. Stainless steel, anodized aluminum, bronze, terne, and lead items.6. Floors, unless specifically so indicated.7. Brick, architectural concrete, cast stone, integrally colored plaster and stucco.8. Glass.9. Acoustical materials, unless specifically so indicated.10. Concealed pipes, ducts, and conduits.

1.02 RELATED REQUIREMENTSA. Section 01 61 16 - Volatile Organic Compound (VOC) Content Restrictions.

1.03 DEFINITIONSA. Conform to ASTM D16 for interpretation of terms used in this section.

1.04 REFERENCE STANDARDSA. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for

Architectural Coatings; U.S. Environmental Protection Agency; current edition.B. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications;

2012.C. ASTM D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and

Wood-Base Materials; 2007.1.05 SUBMITTALS

A. Product Data: Provide complete list of all products to be used, with the following information foreach:1. Manufacturer's name, product name and/or catalog number, and general product category

(e.g. "alkyd enamel").2. MPI product number (e.g. MPI #47).3. Cross-reference to specified paint system(s) product is to be used in; include description of

each system.B. Samples: Submit three paper "draw down" samples, 8-1/2 by 11 inches in size, illustrating

range of colors available for each finishing product specified.1. Where sheen is not specified, submit each color in each sheen available.2. Allow 14 days for approval process, after receipt of complete samples by Architect.



C. Certification: By manufacturer that all paints and coatings comply with VOC limits specified.D. Manufacturer's Instructions: Indicate special surface preparation procedures.E. Maintenance Data: Submit data including finish schedule showing where each

product/color/finish was used, product technical data sheets, material safety data sheets(MSDS), care and cleaning instructions, touch-up procedures, repair of painted and coatedsurfaces, and color samples of each color and finish used.

F. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.1. Extra Paint and Coatings: 1 gallon of each color; store where directed.2. Label each container with color in addition to the manufacturer's label.

1.06 QUALITY ASSURANCEA. Manufacturer Qualifications: Company specializing in manufacturing the products specified,

with minimum three years documented experience.1.07 MOCK-UP

A. Provide panel, 8 feet long by 8 feet wide, illustrating special coating color, texture, and finish.B. Provide door and frame assembly illustrating paint coating color, texture, and finish.C. Locate where directed.D. Mock-up may remain as part of the work.

1.08 DELIVERY, STORAGE, AND HANDLINGA. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand

code, coverage, surface preparation, drying time, cleanup requirements, color designation, andinstructions for mixing and reducing.

C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90degrees F, in ventilated area, and as required by manufacturer's instructions.

1.09 FIELD CONDITIONSA. Do not apply materials when surface and ambient temperatures are outside the temperature

ranges required by the paint product manufacturer.B. Follow manufacturer's recommended procedures for producing best results, including testing of

substrates, moisture in substrates, and humidity and temperature limitations.C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors; 50 degrees F

for exterior; unless required otherwise by manufacturer's instructions.D. Provide lighting level of 80 ft candles measured mid-height at substrate surface.

PART 2 PRODUCTS2.01 MANUFACTURERS

A. Provide all paint and coating products used in any individual system from the samemanufacturer; no exceptions.

B. Provide all paint and coating products from the same manufacturer to the greatest extentpossible.1. In the event that a single manufacturer cannot provide all specified products, minor

exceptions will be permitted provided approval by Architect is obtained using the specifiedprocedures for substitutions.

2. Substitution of other products by the same manufacturer is preferred over substitution ofproducts by a different manufacturer.

3. Substitution of a different paint system using MPI-approved products by the samemanufacturer will be considered.

C. Paints:1. Behr Process Corporation: www.behr.com.



2. Glidden Professional, a product of PPG Architectural Coatings: www.gliddenprofessional.com.

3. Benjamin Moore & Co: www.benjaminmoore.com.4. Sherwin-Williams Company: www.sherwin-williams.com.

D. Primer Sealers: Same manufacturer as top coats.2.02 PAINTS AND COATINGS - GENERAL

A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating.1. Provide paints and coatings of a soft paste consistency, capable of being readily and

uniformly dispersed to a homogeneous coating, with good flow and brushing properties,and capable of drying or curing free of streaks or sags.

2. Provide materials that are compatible with one another and the substrates indicated underconditions of service and application, as demonstrated by manufacturer based on testingand field experience.

3. For opaque finishes, tint each coat including primer coat and intermediate coats, one-halfshade lighter than succeeding coat, with final finish coat as base color.

4. Supply each coating material in quantity required to complete entire project's work from asingle production run.

5. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedureis specifically described in manufacturer's product instructions.

B. Primers: As follows unless other primer is required or recommended by manufacturer of topcoats; where the manufacturer offers options on primers for a particular substrate, use primercategorized as "best" by the manufacturer.1. Gypsum Board: Interior Latex Primer Sealer; MPI #50.

C. Volatile Organic Compound (VOC) Content: 1. Provide coatings that comply with the most stringent requirements specified in the

following:a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for

Architectural Coatings.b. Architectural coatings VOC limits of California.

2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59,Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water addedat project site; or other method acceptable to authorities having jurisdiction.

D. Flammability: Comply with applicable code for surface burning characteristics.E. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selected

later by Architect from the manufacturer's full line.F. Colors: As indicated on drawings

1. Extend colors to surface edges; colors may change at any edge as directed by Architect.2. In finished areas, finish pipes, ducts, conduit, and equipment the same color as the

wall/ceiling they are mounted on/under.2.03 PAINT SYSTEMS - EXTERIOR

A. Paint WE-OP-3A - Wood, Opaque, Alkyd, 3 Coat:1. One coat of alkyd primer sealer.2. Semi-gloss: Two coats of alkyd enamel.

B. Paint MgE-OP-3A - Galvanized Metals, Alkyd, 3 Coat:1. One coat galvanize primer.2. Semi-gloss: Two coats of alkyd enamel.

2.04 PAINT SYSTEMS - INTERIORA. Paint I-OP - All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated:

Including gypsum board, wood, plaster, uncoated steel, shop primed steel, and galvanized steel.1. Two top coats and one coat primer.2. Top Coat(s): High Performance Architectural Interior Latex; MPI #138-141.



3. Eggshell: MPI gloss level 3; use this sheen at all locations.4. Satin: MPI gloss level 4; use this sheen for items subject to frequent touching by

occupants, including door frames and railings.5. Primer(s): As recommended by manufacturer of top coats.

B. Paint I-OP-MD-WC - Medium Duty Vertical/Overhead: Including gypsum board, plaster,uncoated steel, shop primed steel, and galvanized steel.1. Two top coats and one coat primer.2. Top Coat(s): High Performance Architectural Interior Latex; MPI #138-141.3. Eggshell: MPI gloss level 3; use this sheen at all locations.4. Primer(s): As recommended by manufacturer of top coats.

C. Paint I-OP-HD - Heavy Duty Vertical and Overhead: Including gypsum board, plaster, uncoatedsteel, shop primed steel, and galvanized steel.1. Applications: See Finish Schedule.2. Two top coats and one coat primer; primer may be omitted if top coat manufacturer

approves.3. Semi-Gloss: MPI gloss level 5; use this sheen at all locations.4. Primer(s): As recommended by manufacturer of top coats.

D. Paint I-OP-FL - Wood Floors Indicated to be Painted.1. Two top coats without primer.2. Top Coat(s): Alkyd Floor Enamel, Gloss; MPI #27.3. Gloss: MPI gloss level 6; use this sheen at all locations.

E. Paint I-TR -W - Transparent Finish on Wood, Unless Otherwise Indicated:1. 3 coats.2. Stain: Semi-Transparent Stain for Wood; MPI #90.3. Top Coat(s): Polyurethane Varnish, High Build.4. Gloss: MPI gloss level 6; use this sheen at all locations.5. Top Coat Product(s):

a. Benwood Stays Clear Acrylic Polyurethane.6. Stain Product(s):

a. Sherwin-Williams Wood Classics 250 VOC Oil Stain. (MPI #90)7. Sanding Sealer Product(s):

a. Lenmar 1C.475 Ultra Unilaq CAB Water Clear Sanding Sealer..F. Paint MI-OP-3A - Ferrous Metals, Unprimed, Alkyd, 3 Coat:

1. One coat of alkyd primer.2. Semi-gloss: Two coats of alkyd enamel.

G. Paint MI-OP-2A - Ferrous Metals, Primed, Alkyd, 2 Coat:1. Touch-up with alkyd primer.2. Semi-gloss: Two coats of alkyd enamel.

H. Paint GI-OP-3LA - Gypsum Board/Plaster, Latex-Acrylic, 3 Coat:1. One coat of alkyd primer sealer.2. Eggshell: Two coats of latex-acrylic enamel.

I. Paint I-TR-F - Fire-Retardant Coating, Intumescent:1. One coat of fire-retardant primer sealer.2. Gloss: One coat of intumescent coating; A/D Firefilm III manufactured by Carboline.

2.05 ACCESSORY MATERIALSA. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding

materials, and clean-up materials required to achieve the finishes specified whether specificallyindicated or not; commercial quality.

B. Patching Material: Latex filler.C. Fastener Head Cover Material: Latex filler.



PART 3 EXECUTION3.01 EXAMINATION

A. Do not begin application of coatings until substrates have been properly prepared.B. Verify that surfaces are ready to receive work as instructed by the product manufacturer.C. Examine surfaces scheduled to be finished prior to commencement of work. Report any

condition that may potentially affect proper application.D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory

preparation before proceeding.E. Test shop-applied primer for compatibility with subsequent cover materials.F. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes

unless moisture content of surfaces are below the following maximums:1. Gypsum Wallboard: 12 percent.2. Plaster and Stucco: 12 percent.3. Interior Wood: 15 percent, measured in accordance with ASTM D4442.4. Exterior Wood: 15 percent, measured in accordance with ASTM D4442.

3.02 PREPARATIONA. Clean surfaces thoroughly and correct defects prior to coating application.B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best

result for the substrate under the project conditions.C. Remove or repair existing coatings that exhibit surface defects.D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim,

escutcheons, and fittings, prior to preparing surfaces or finishing.E. Seal surfaces that might cause bleed through or staining of topcoat.F. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate

and bleach. Rinse with clean water and allow surface to dry.G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime

defects after repair.H. Plaster Surfaces to be Painted: Fill hairline cracks, small holes, and imperfections with latex

patching plaster. Make smooth and flush with adjacent surfaces. Wash and neutralize highalkali surfaces.

I. Insulated Coverings to be Painted: Remove dirt, grease, and oil from canvas and cotton.J. Galvanized Surfaces to be Painted: Remove surface contamination and oils and wash with

solvent. Apply coat of etching primer.K. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale, weld

splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand or powertool wire brushing or sandblasting; clean by washing with solvent. Apply a treatment ofphosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Prime paintentire surface; spot prime after repairs.

L. Shop-Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose primerand rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces withsolvent. Prime bare steel surfaces. Re-prime entire shop-primed item.

M. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Sealknots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer hasdried; sand between coats. Back prime concealed surfaces before installation.

N. Interior Wood Surfaces to Receive Transparent Finish: Remove existing transparent finish andexisting game line striping in its entirety. Wipe off dust and grit prior to sealing, seal knots, pitchstreaks, and sappy sections with sealer. Fill nail holes and cracks after sealer has dried; sand



lightly between coats. Prime concealed surfaces with gloss varnish reduced 25 percent withthinner.

O. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior calkingcompound after prime coat has been applied. Back prime concealed surfaces beforeinstallation.

P. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.3.03 APPLICATION

A. Remove unfinished louvers, grilles, covers, and access panels on mechanical and electricalcomponents and paint separately.

B. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2 weeksafter installation of woodwork, apply primer within 2 weeks and final coating within 4 weeks.

C. Apply products in accordance with manufacturer's instructions.D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is

applied.E. Apply each coat to uniform appearance.F. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply as many

coats as necessary for complete hide.G. Sand wood and metal surfaces lightly between coats to achieve required finish.H. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior

to applying next coat.I. Wood to Receive Transparent Finishes: Tint fillers to match wood. Work fillers into the grain

before set. Wipe excess from surface.J. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed

prior to finishing.K. Steel to receive intumescent coating shall be primed with a compatible primer prior to

application of intumescent coating. After intumescent coating has cured, apply finish coat ofpaint per I-OP-HD.

3.04 FIELD QUALITY CONTROLA. Owner will provide field inspection.

3.05 CLEANINGA. Collect waste material that could constitute a fire hazard, place in closed metal containers, and

remove daily from site.3.06 PROTECTION

A. Protect finished coatings until completion of project.B. Touch-up damaged coatings after Substantial Completion.

3.07 SCHEDULE - PAINT SYSTEMSA. Gypsum Board: Finish all surfaces exposed to view.

1. Interior Ceilings and Bulkheads: GI-OP-3A, semi-gloss.2. Interior Walls: GI-OP-3A, semi-gloss.

B. Plaster: Finish all surfaces exposed to view.1. Interior Walls and Ceilings: GI-OP-3A, semi-gloss.

C. Steel Doors and Frames: Finish all surfaces exposed to view; MI-OP-3A, gloss.D. Steel Fabrications: Finish all surfaces exposed to view.

1. Interior: MI-OP-3L, gloss.E. Shop-Primed Metal Items: Finish all surfaces exposed to view.



1. Interior: Existing steel structural members, including but not limited to columns, girders,beams, etc.

F. Pipe and Duct Insulation Jackets: Finish all surfaces exposed to view; FI-OP-2L, flat.END OF SECTION


11 66 23 - 1 GYMNASIUM EQUIPMENT

SECTION 11 66 23GYMNASIUM EQUIPMENT


A. Basketball backboards, goals, and support framing.B. Floor sleeves for net and goal posts.C. Gym divider curtains.D. Volleyball nets and posts.

1.02 REFERENCE STANDARDSA. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials;

2014.B. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; 2010 w/Errata.C. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.D. NFPA 101 - Life Safety Code; 2012.

1.03 ADMINISTRATIVE REQUIREMENTSA. Large Components: Ensure that large components can be moved into final position without

damage to other construction.B. Electrically Operated Equipment: Coordinate location and electrical characteristics of service

connection.1.04 SUBMITTALS

A. Product Data: Provide manufacturer's data showing configuration, sizes, materials, finishes,hardware, and accessories; include:1. Electrical characteristics and connection locations.2. Fire rating certifications.3. Structural steel welder certifications.4. Manufacturer's installation instructions.

B. Shop Drawings: For custom fabricated equipment indicate, in large scale detail, constructionmethods; method of attachment or installation; type and gage of metal, hardware, and fittings;plan front elevation; elevations and dimensions; minimum one cross section; utility requirementsas to types, sizes, and locations.

C. Erection Drawings: Detailed dimensional requirements for proper location of equipment.D. Operating and maintenance data, for each operating equipment item.E. Warranty: Submit manufacturer warranty and ensure that forms have been completed in

Owner's name and registered with manufacturer.1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing products specified in thissection, with not less than three years of documented experience.

B. Installer Qualifications: Company specializing in performing work of the type specified andapproved by manufacturer.

1.06 DELIVERY, STORAGE, AND HANDLINGA. Deliver products to project site in manufacturer's original packaging with factory original labels

attached.B. Store products indoors and elevated above floor; prevent warping, twisting, or sagging.C. Store products in accordance with manufacturer's instructions; protect from extremes of

weather, temperature, moisture, and other damage.



1.07 WARRANTYPART 2 PRODUCTS2.01 MANUFACTURERS

A. Gymnasium Equipment:1. Draper, Inc: www.draperinc.com.2. Porter Athletic Equipment Company: www.porter-ath.com.3. Nevco Scoreboards: www.nevco.com.

2.02 GYMNASIUM EQUIPMENT - GENERAL REQUIREMENTSA. See drawings for sizes and locations.B. Provide mounting plates, brackets, and anchors of sufficient size and strength to securely attach

equipment to building structure; comply with requirements of contract documents.C. Hardware: Heavy duty steel hardware, as recommended by manufacturer.D. Electrical Wiring and Components: Comply with NFPA 70; provide UL-listed equipment.E. Structural Steel Fabrications: Welded in accordance with AWS D1.1/D1.1M, using certified

welders.2.03 DIVIDER CURTAINS

A. Gymnasium Divider Curtains:1. Curtain Material: Class A rated, self-extinguishing vinyl coated polyester meeting NFPA

101.a. Upper Section: Nine oz/sq yd vinyl mesh fabric.b. Lower Section: 18 oz/sq yd solid vinyl coated polyester.

2. Operation: Electrically operated vertical lift roll-up curtain, coils on center tube withintegral drive pipe winch..

3. Controls: Wall switch. Provide Porter Powertouch 2.5 (E-2555) electronic touchpadcontrol. May be integrated onto same control pad as basketball backstop controls.

4. Products:a. Porter 2085 Center Roll Curtain Gymnasium Divider Curtain..b. Draper Top-Roll Gym Divider Curtain.c. Substitutions: See Section 01 60 00 - Product Requirements.

2.04 BASKETBALLA. Existing Backstop Assemblies:

1. Folding Control System: Electric worm gear type hoist; folds backstop with 115 voltactuator; integral limit switches provide automatic shut-off in both positions; provide safetycatch with automatic reset. Provide Porter Powertouch 2.5 (E-2555) electronic touchpadcontrol.

2. Products:a. Porter 712 Electric Winch..

2.05 SCOREBOARDSA. Primary Basketball Scoreboard: Nevco Model 2775

1. Size: 12' x 8' x 8"2. Approximate hanging weight: 267 lbs.3. Digit Size: 18" / 13"4. Digit Color: Super Bright Red & Amber5. Interface with End of Period LED Lights6. See drawings for mounting instructions.7. MPCW-7 wireless controller with carrying case.8. MPCW-7 wireless receiver

B. Secondary Basketball Scoreboard: Nevco Model 27401. Size: 12' x 4' x 8"



2. Approximate hanging weight: 150 lbs.3. Digit Size: 18" / 13"4. Digit Color: Super Bright Red & Amber5. See drawings for mounting instructions.6. MPCW-7 wireless controller, interlocked with primary scoreboard.7. MPCW-7 wireless receiver

C. Non-illuminated Indoor Sign1. Size: 12' x 2' x 8"2. Provide space for one panel at primary basketball scoreboard.3. Provide blank panel.4. Printed panel to be provided by District / College.

D. Shot Clocks: Nevco Shot Clock SCD-71. Size: 1.8' x 1.7' x 7"2. Approximate hanging weight: 50 lbs.3. Provide manufacturer's basketball standard mounting set SBSK-1.

E. End of Period Lights: Nevco EOP1-NB1. Size: 0.7'x1.5'x4"2. Approximate hanging weight: 10 lbs.3. Color: High Intensity Red4. Provide with SCD7/T7 Series and MPCW controller Interface5. Provide one set at main court backstops.6. Install with manufacturer's standard adhesive mounting.

2.06 FLOOR-MOUNTED EQUIPMENTA. Volley Ball Nets and Posts: Two court system of adjustable posts, net, and tensioning winch

meeting all requirements for FIVB, USA Volleyball, NCAA and NFHS competition requirements.1. Posts: 3-1/2 inch O.D. schedule 80 aluminum tube with 1 inch height adjustments

between 42 and 96 inches.2. Net: 4 inch square #36 nylon cord with vinyl coated polyester hem, double stitched around

the perimeter.3. Tensioning Winch: Manual crank heavy duty, self-locking worm gear mechanism.

B. Floor Sleeves for Posts: Metal sleeve, with latch cover, cast into concrete subfloor to hold polesfor nets and goals; installed flush with finish floor surface.1. Latch Cover: Brass, round;; tamper resistant lock with key.2. Sleeve: Steel.3. Round Pole Diameter: 3 1/2 inches.4. Depth of Sleeve: 9 inches from floor surface to bottom, including latch cover.

PART 3 EXECUTION3.01 INSTALLATION

A. Install in accordance with contract documents and manufacturer's instructions.B. Coordinate installation of inserts and anchors that must be built in to flooring or subflooring.C. Install equipment rigid, straight, plumb, and level.D. Secure all equipment with manufacturer's recommended anchoring devices.E. Separate dissimilar metals to prevent electrolytic corrosion.

3.02 ADJUSTINGA. Verify proper placement of equipment.B. Verify proper placement of equipment anchors and sleeves. Use actual movable equipment to

be anchored if available.3.03 CLEANING

A. Remove masking or protective covering from finished surfaces.



B. Clean equipment in accordance with manufacturer's recommendations. 3.04 PROTECTION

A. Protect installed products until Substantial Completion.B. Replace damaged products before Substantial Completion.

END OF SECTION

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

C C

B B

1

1

9

9

4' - 0" 47' - 0" 47' - 0" 4' - 0"

25' -

0"25

' - 0"

47' -

0"47

' - 0"

25' - 0" 25' - 0" 15' - 0" 15' - 0" 25' - 0" 25' - 0"

BASKETBALL CROSSCOURTSTRIPING, TYP OF (2) - SEE

VOLLEYBALL CROSSCOURTSTRIPING, TYP OF (6) - SEE

29' -

9"29

' - 9"

29' - 6" 6' - 6" 29' - 6" 5' - 0" 5' - 0" 29' - 6" 6' - 6" 29' - 6"

D32-A2.32

J32-A2.32

VOLLEYBALL CENTERCOURT STRIPING - SEE

C82-A2.32

OFFICE

103

OFFICE

104

OFFICE

105

OFFICE

106

OFFICE

107

OFFICE

108

OFFICE

109

OFFICE

110

GYMNASIUM

101

STORAGE

102

ELECTRICAL

111

BASKETBALL MAINCOURT STRIPING - SEE

J72-A2.32

4 44 4 4 4

5' - 2" 5' - 2"

4444

4

4

GENERAL NOTES - FINISHES

1. ALL INTERIOR FINISH MATERIALS AND COLORS TO BE SELECTED ANDAPPROVED BY THE ARCHITECT UNLESS OTHERWISE NOTED.

2. ALL INTERIOR FINISH MATERIALS SHALL BE INSTALLED PERMANUFACTURER'S WRITTEN INSTRUCTIONS.

3. SEE ELEVATIONS, DETAILS, AND FINISH PLANS FOR CLARIFICATION OFEXTENT OF FINISH MATERIALS.

4. NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONSWHICH JEOPARDIZE THE QUALITY OR APPEARANCE OFSUCH WORK. ALLWORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THEGENERAL CONTRACTOR WILL BE REJECTED.

5. CONTRACTOR TO VERIFY ALL FLOOR FINISH CONDITIONS.

6. INTERIOR PAINT/STAIN:ALL SURFACES SHALL BE IN PROPER CONDITION TO RECEIVE THE SPECIFIEDFINISH.

INTERIOR PAINT GRADE WOODWORK SHALL BE HAND SANDED AND DUSTREMOVED BETWEEN COATS. ALL KNOT HOLES, PITCH POCKETS OR SAPPYPORTIONS SHALL BE SCRAPED AND SHELLACKED OR SEALED WITH KNOTSEALER. NAIL HOLES, CRACKS OR DEFECTS SHALL BE CAREFULLY PUTTIEDAFTER FIRST COAT WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH.REMOVE OIL OR GREASE WITH MINERAL SPIRITS.

GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTHJUST PRIOR TO APPLICATION OF THE FIRST FINISH COAT IN ORDER TO LAYFLAT ANY NAP WICH MAY HAVE FORMED IN THE SANDING PROCESS.CONTRACTOR TO PROVIDE ONE PRIMER COAT AND TWO COATS OF PAINT.FINAL COAT TO BE A LEVEL 4 SMOOTH FINISH. PROVIDE MOCKUP FORDISTRICT AND ARCHITECT APPROVAL.

SUBCONTRACTOR TO PROVIDE GENERAL CONTRACTOR WITH A MINIMUM OFTHREE 8" X 10" BRUSHOUTS OF EACH COLOR FOR APPROVAL BY THEARCHITECT PRIOR TO APPLICATION. PAINT FINISH SHALL BE LOW SHEEN ANDWASHABLE.

CRACKS, HOLES OR IMPERFECTIONS IN EXISTING PLASTER OR WALLBOARDSHALL BE FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCHADJOINING SURFACES.

STAINED AND PAINTED SURFACES SHALL BE FINISHED SO THAT JOINTS ARENOT VISIBILE WHEN VIEWED FROM ANY ANGLE.

PAINT ACCESS PANELS (WHERE OCCUR) TO MATCH ADJACENT FINISH,UNLESS OTHERWISE NOTED.

SUBCONTRACTOR SHALL, UPON COMPLETION, REMOVE ALL PAINTING FROMWHERE IT HAS SPILLED, SPLASHED, OR SPLATTERD ON EXPOSED ADJACENTSURFACES. ADJACENT SURFACES TO BE RETURNED TO ORIGINAL CONDITION.

7. UNDERSIDE OF SOFFIT (WHERE OCCURS) TO RECEIVE A FINISH TO MATCHADJACENT VERTICAL FINISH UNLESS OTHERWISE NOTED.

8. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE,ETC. SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OFWALLCOVERING.

9. SUBCONTRACTOR SHALL EXAMINE ALL FINISH SURFACES AFTERCOMPLETION OF WORK AND CORRECT ANY DEFECTS AS REQUIRED ANDDIRECTED BY GENERAL CONTRACTOR.

MATERIAL LEGENDPAINTP-1 CP-1

MFR: KELLY MOORE MFR: KELLY MOORECOLOR: BROKEN WHITE COLOR: FIRE CHINUMBER: KMW47-1 NUMBER: KM5506

P-2 CP-2MFR: KELLY MOORE MFR: KELLY MOORECOLOR: RUM CUSTARD COLOR: STILETTONUMBER: KM4611-1 NUMBER: KMA87

P-3 CP-3MFR: KELLY MOORE MFR: KELLY MOORECOLOR: TOAST AND BUTTER COLOR: YELLOW JACKETNUMBER: KM4613-3 NUMBER: KM5225

P-4 CP-4MFR: KELLY MOORE MFR: KELLY MOORECOLOR: FEATHER STONE COLOR: TOAST AND BUTTERNUMBER: KM4578-2 NUMBER: KM4613-3

P-5MFR: KELLY MOORECOLOR: STILETTONUMBER: KMA87

P-6MFR: KELLY MOORECOLOR: YELLOW JACKETNUMBER: KM5225

P-7MFR: KELLY MOORECOLOR: FIRE CHINUMBER: KM5506

ACOUSTICAL WALL PANELS

WP-1MFR: KOROSEAL INTERIOR PRODUCTS GROUP DIGITAL SURFACESPRODUCT: SOUND DESIGNS HIGH IMPACT PERFORMANCE SERIESPATTERN: DIGITALLY PRINTED CUSTOM GRAPHICCORE: 2" FIBERGLASSEDGE: SQUAREMOUTING: Z-CLIPCONTACT: LURLINE HODNETT, 559-250-2430

[email protected]

SPECIALTIESCG1

MFR: KOROSEALPRODUCT: KOROGARD SS CORNER GUARDMATERIAL: 16 GA STAINLESS STEEL, TYPE 304FINISH: #4 SATIN FINISHWING SIZE: 2"LENGTH: 8'NOTE: AFFIX TO WALL WITH MASTIC CONSTRUCTION ADHESIVE

BFFF

WF

1, 2, 3

-

SEE FINISH NOTES,IF APPLICABLE

WAINSCOT

BASE FINISHFLOOR FINISH

WALL FINISH

FINISH PLAN SYMBOLS

1. SOFFITS AND ROOF MONITOR WELLS TO PAINTED P1, UNLESS OTHERWISENOTED.

FINISH NOTES

CORNER GUARD CG1

ASTERISK ( * ) INDICATES MULTIPLE FINISHES.SEE FINISH PLAN FOR FINISH AND MATERIALTRANSITIONS.

1. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ONMATERIAL LOCATIONS AND FINISH TRANSITIONS.

2. SEE REFLECTED CEILING PLANS FOR CEILING MATERIALS ANDTRANSITIONS.

3. ALL WALLS AND GYP. BOARD CEILINGS TO BE LEVEL 4 SMOOTHFINISH PAINTED P3 EGGSHELL FINISH, UNLESS OTHERWISE NOTED.

4. DOORS: UNLESS OTHERWISE NOTED, PAINT HOLLOW METAL DOORSAND FRAMES SAME COLOR AS ADJACENT WALL SURFACES.

5. WALL, CEILING, FLOORING TO COMPLY WITH CHAPTER 8 CBC FORMAXIMUM FLAME SPREAD AND SMOKE DENSITY

6. PAINT EXISTING BASE P3.7. PAINT ALL EXISTING DUCTWORK P4.8. PAINT ALL EXISTING BASKETBALL STANDARDS AND STRUCTURE P5.

GENERAL NOTES (FINISH PLAN)

STAIN FLOOR ST-1



AC FLS SS

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5-31-2017

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CONSULTANT

6910 5 31112 8 7 4 2 1

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B

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6910 5 31112 8 7 4 2 1

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2/18

/201

6 4:

05:2

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FINISH PLAN / FLOORSTRIPING PLAN

2-A2.31

09.25.2015

985-0006

ADDENDUM #2

1/8" = 1'-0" H3FLOOR STRIPING PLAN

N

01-114959

FILE NO. 7-C1

4 ADDENDUM #2 02/22/2016

19' -

11"

9' - 1

0"9'

- 10"

19' -

11"

ATTACK LINE

ATTACK LINE

CENTER LINE

END LINE

END LINE

29' - 6" 3' - 3" 3' - 6" 3' - 3" 29' - 6" 3' - 3" 3' - 3"

2-A9.10K1

FLOORSLEEVE -TYP OF (6)

59' -

6"

4

4

4

4 44

36' - 0" TYP

4

4

3' - 3" 3' - 3"

4 4

1' - 0

"94

' - 0"

1' - 0

"

47' -

0"47

' - 0"

1' - 0" 50' - 0" 1' - 0"

4' - 3" 14' - 9" 12' - 0" 14' - 9" 4' - 3"

R 20' - 9

"

R 6' - 0"

R 6' - 0"

R 20' - 9"

6' - 1

0"

4"3' - 0

"

4"3' - 0

"

4"3' - 0

"

1' - 0

"7' - 0

"

5' - 1

"

19' -

0"

5' - 1

"

4"

3' - 0

"

4"

3' - 0

"

4"

3' - 0

"

1' - 0

"

7' - 0

"

19' -

0"

GENERAL NOTES - STRIPING

1. SEE SHEET 2-A2.31 FOR OVERALL FLOOR STRIPING PLAN AND CROSSCOURTLOCATIONS.

2. VERIFY ALL DIMENSIONS IN FIELD WITH LOCATIONS OF EXISTING BASKETBALLSTANDARDS AND VOLLEYBALL FLOOR SLEEVES. NOTIFY ARCHITECT OF ANYDISCREPANCIES.

3. STRIPING FOR OTHER COURTS IS HIDDEN FOR CLARITY.

4. UNLESS OTHERWISE NOTED, STRIPING SHALL BE 2" WIDE.

5. SEE FINISH LEGEND ON SHEET 2-A2.31 FOR STRIPING COLORS.

4 5 6

B

6" 8" 59' - 6" 8" 6"

29' - 9" 29' - 9"

9' - 10" 9' - 10"

4' - 0

"29

' - 6"

4' - 0

"

AT

TA

CK

LIN

E

AT

TA

CK

LIN

E

CE

NT

ER

LIN

E

EN

D L

INE

EN

D L

INE

SLEEVE / STANDARD

3

3

4

4

5

5

6

6

7

7

B B

4' - 0" 47' - 0" 47' - 0" 4' - 0"

25' -

0"25

' - 0"

ø 12' - 0"

R 20' - 9"

R 6' - 0"

7' - 0"

1' - 0"

3' - 4"

4"

3' - 0"

4"

3' - 0"

1' - 0"

7' - 0"

3' - 0

"4'

- 3"

14' -

9"12

' - 0"

14' -

9"4'

- 3"

3' - 0

"

5' - 3"

5' - 3"5' - 3"

7' - 0"

1' - 0"

3' - 0"

4"

3' - 0"

4"

3' - 0"

4" 1' - 0"

7' - 0"

12' -

0"

R 20' - 9

"

R 6' - 0"

MUSTANG GRAPHIC -GRAPHICS PROVIDEDBY DISTRICT

18' - 10"

R 3' - 0"

4' - 0" 1' - 3"

6' - 0

"

5' - 3"

PAINT BASELINESAND SIDELINES CP1

PAINT 3-POINT LINE,KEY PERIMETERAND CHARGECIRCLE CP2

CP2

PAINT HALF-COURTLINE CP2

4"

R 4' - 0"

4

4

3' - 0

"

28' - 0" 28' - 0"

3' - 0

"

4 4



AC FLS SS

DATE

RENEWALDATE

ARCHITECTL

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CALI FORNIA

STAT E O F


5-31-2017

SHEET NO:

DATE:

PROJECT NO:



CONSULTANT

6910 5 31112 8 7 4 2 1

J

K

H

G

F

E

D

C

B

A

B

A

J

K

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F

E

D

C

6910 5 31112 8 7 4 2 1

NO. ISSUE DATE


2/18

/201

6 4:

05:2

4 P

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FLOOR STRIPING

2-A2.32

09.25.2015

985-0006

ADDENDUM #2

1/8" = 1'-0" D3VOLLEYBALL CROSSCOURT STRIPING (TYP OF (4) COURTS) - CP3

1/8" = 1'-0" J3BASKETBALL CROSSCOURT STRIPING - CP4

1/8" = 1'-0" C8VOLLEYBALL MAIN COURT STRIPING - CP2

1/8" = 1'-0" J7BASKETBALL MAIN COURT STRIPING

01-114959

FILE NO. 7-C1

4 ADDENDUM #2 02/22/2016

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

C C

B B

1

1

9

9

OPEN TOABOVE

OPEN TOABOVE

1

2

DEMOLITION PLAN GENERAL NOTES

1. DEMOLITION SHALL COMPLY WITH PROVISIONS OF CFC CHAPTER 33 FOR FIRESAFETY DURING CONSTRUCTION AND DEMOLITION.

2. ALL ITEMS NOT INDICATED TO BE REMOVED SHALL BE PROTECTED FROMDAMAGE DURING DEMOLITION ACTIVITIES.

3. UNLESS NOTED TO BE SALVAGED AND TURNED OVER TO DISTRICT, ALL ITEMSSHALL BE REMOVED FROM PREMISES AND DISPOSED OF PROPERLY.

4. REMOVE ALL EXISTING LUMINAIRES; SEE SHEET 2-A6.01, AS WELL ASELECTRICAL DRAWINGS FOR NEW LUMINAIRES TO BE INSTALLED. WHERE NONEW FIXTURES ARE TO BE INSTALLED IN PLACE OF EXISTING, PULL CABLINGBACK TO SOURCE. REMOVE EMPTY CONDUITS AT CONCLUSION OF PROJECTUNLESS OTHERWISE DIRECTED.

5. REMOVE ALL EXISTING BASKETBALL WINCHES AND CONTROLS; MAINTAINEXISTING ELECTRICAL FOR REUSE.



AC FLS SS

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CONSULTANT

6910 5 31112 8 7 4 2 1

J

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B

A

B

A

J

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2/18

/201

6 4:

05:3

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REFLECTED CEILINGDEMOLITION PLAN

2-A6.00

09.25.2015

985-0006

ADDENDUM #2

1/8" = 1'-0" J3REFLECTED CEILING DEMOLITION PLAN - PHASE 2

N

DEMOLITION KEYNOTES

1 EXISTING CEILING ACOUSTICAL PANEL TO REMAIN, UNO2 EXISTING LUMINAIRE TO BE REMOVED & REPLACED UNDER

SEPARATE CONTRACT

01-114959

FILE NO. 7-C1


2

4

2

2

3

3

4

4

5

5

6

6

7

7

8

8

A A

C C

B B

1

1

9

9

(E) DUCTWORK - PAINT P4, TYP.

(E) T&G WOOD DECKING - CLEAN

(E) WD ROOF FRAMING - PAINT P1

OPEN TO ABOVE OPEN TO ABOVE

SCOREBOARD - SEE INTERIOR ELEVATIONS

ELECTRIC WINCH, TYP OF(6) - SEE ELECTRICAL FORWIRING AND CONTROLS

ELECTRIC WINCH, TYP OF(6) - SEE ELECTRICAL FORWIRING AND CONTROLS

96'-0" W. GYM DIVIDERCURTAIN - SEE ELECTRICALFOR WIRING AND CONTROLS- MOUNT TO BOTTOM OF (E)STEEL (25'-0" AFF ±)

BACKBOARD MOUNTEDSHOT CLOCK (MAINCOURT ONLY)

BACKBOARD MOUNTEDSHOT CLOCK (MAINCOURT ONLY)

(E) EXPOSED STL ROOFFRAMING - PAINT P1

SCOREBOARD

(E) EXTERIOR SUNSHADE (NO WORK)

(E) TECTUM PANEL - PAINT ALL EXPOSEDSIDES AND EDGES TO MATCH TONGUE &GROOVE WOOD DECKING, TYP OF APPROX(28) PANELS; COLOR TO BE SELECTED BYARCHITECT IN FIELD

2

4

B1

2-A9.10

4

4

1. ALL WORK IN THIS PROJECT IS CONFINED TO INTERIOR OF BUILDING.2. ADDITIONAL WORK, INCLUDING DEMOLITION OF EXISTING ELEMENTS HAS BEEN

SUBMITTED UNDER DSA APP. #01 -114882.3. SEE SHEET 2-A2.31 FOR MATERIALS LEGEND.4. ELEVATIONS SHOWN ARE RELATIVE TO FINISH FLOOR.5. ALL GYP. BOARD CEILINGS AND UNDERSIDE OF SOFFITS TO BE PAINTED P1 U.O.N.6. SEE SHEET 2-A9.10 FOR TYPICAL CEILING DETAILS.7. UNLESS OTHERWISE NOTED, CLEAN ALL EXISTING DUCTWORK AND PAINT P2.8. DO NOT PAINT EXISTING EXPOSED CONCRETE.9. DO NOT PAINT EXISTING TONGUE AND GROOVE WOOD DECKING.10. PROTECT EXISTING FIRE ALARM SYSTEM DURING DEMOLITION AND CONSTRUCTION.11. PATCH ANY HOLES LEFT BY DEMOLITION ACTIVITIES OR REMOVAL OF EXISTING

ELEMENTS WITH MATERIAL TO MATCH ADJACENT SURFACES.12. WHEREVER POSSIBLE, CENTER LUMINAIRES IN STRUCTURAL BAYS. COORDINATE

ALTERNATE LOCATIONS WITH ARCHITECT DURING PRE-CONSTRUCTIONCONFERENCE.

13. EMERGENCY EXIT LIGHTING HAS BEEN SUBMITTED UNDER DSA APP. #01-114882.14. BRACE PENDANT / STEM MOUNTED LUMINAIRES PER REQUIREMENTS OUTLINED IN

DSA IR16-9 WHERE FIXTURE WILL MAKE CONTACT WITH AN OBSTRUCTION IFSWUNG 45 DEGREES FROM VERTICAL IN ANY DIRECTION. PROVIDE BALL ANDSOCKET JOINT AT STEM MOUNTED FIXTURES. BRACE PENDANTS USING 3/32"Ø (MIN)AIRCRAFT CABLE.

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

(E) CONCRETE

CEILING MATERIAL - SEE MATERIALS LEGEND, SHEET A2.31Cx

EMERGENCY EXIT SIGN / LIGHT - SEE ELECTRICAL

LUMINAIRE TYPE F1 (NIC) - SEE SHEET 2-E0.00 FOR LIGHTINGFIXTURE SCHEDULE

(E) TONGUE & GROOVE WD DECKING

4



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CONSULTANT

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REFLECTED CEILING PLAN

2-A6.01

09.25.2015

985-0006

ADDENDUM #2

1/8" = 1'-0" J3FIRST FLOOR REFLECTED CEILING PLAN

N

01-114959

FILE NO. 7-C1



MEETING MINUTES PRE‐BID MEETING & SITE WALK (MANDATORY)

=====================================================================================================================

PROJECT NUMBER/NAME: L‐638 Gymnasium Modernization

CAMPUS: Los Medanos College at 2700 E Leland Rd, Pittsburg, CA 94565

Important Note: An on‐site job walk follows the meeting. Attendance at the job walk for this project is mandatory. At completion of the job walk, be sure to obtain a Certification of Site Visit (Section 00450), signed by the District. This signed form must be submitted with your bid.

1. Opening Remarks – Rob Mohr, Construction Manager

Introductions

DIR Registration requirement

2. Project Team Members

Kelly Johnson Project Manager ‐ Critical Solutions, Inc. (CSI)

Rob Mohr Construction Manager ‐ Critical Solutions, Inc. (CSI)

Vincent K Maloney Senior Project Architect ‐ LPAS

Kenneth Pilgrim Hazardous Materials Testing, RGA Environmental

Russell Holt Buildings and Grounds (B&G) Manager, LMC

Inspector of Record (TBD)

3. Brief Project Description

Two separate DSA packages with separate quotes for each will be awarded together based on lowest combined bid. In general, the scope includes:

o Package 1 DSA No.: 01‐114882 Remove existing scoreboards, gym divider curtain, telescoping seating,

exterior doors & frames Install new exterior doors & hardware. Upgrade exterior landings where

indicated Remove existing temporary wall infill and replace with exterior doors Install new telescoping bleachers – DEFFERED APPROVAL

DATE: February 9, 2016

TIME: 10:00 AM

LOCATION: Los Medanos College ‐ PS2 20 and the Gymnasium

o Package 2 DSA No.: 01‐114959 Sand, restripe and refinish existing wood athletic floor Install new motorized basketball backstop winches Install acoustical wall treatments ‐ will be modified in an addendum to

include separate acoustic and graphics panels. Remove existing lighting and replace with energy efficient lighting

Main court lighting to be removed from this scope of work and will be completed prior to the start of this work

Perimeter lighting to include prop 39 requirements in addendum. Paint existing structure, selected walls.

Timeline (calendar days): o Estimated NTP – Thursday, April 14th o DSA Deferred Approval Bleacher Submittal o Duration to Substantial Completion – 105 Calendar Days

4. Project Work Restrictions

Gymnasium building unoccupied – maintain campus paths of travel

Refer to General Conditions Section 00700, Section 01500 Temporary Facilities and Controls and related sections.

5. Bid Phase Communications & Correspondence

All questions related to this Project must be in writing and directed to: Jovan Esprit, Contracts Manager Contra Costa Community College District 500 Court St., Martinez, CA 94553 Email: [email protected] Facsimile: 925‐370‐6517

6. Addenda Update

Addenda pending.

7. Bid Phase Schedule Milestones

Last day for RFI: February 18, 2016, 2:00 PM

Last Addendum Issued: February 23, 2016, 2:00 PM

Bid Opening: February 26, 2016, prior to 2:00 PM

Award of Contract: March 24, 2016

Notice to Proceed: April 14, 2016 (approximate)

Gymnasium available to start construction: May 28th, 2016 8. Bid Opening

Bids must be received at the Contra Costa Community College District Office at 500 Court St, Martinez, CA by February 26, prior to 2:00 PM.

All bids will be time stamped at the reception counter in the building lobby.

Any bid received after the bid opening time will be rejected.

An announcement will be made at the 2‐minute mark prior to the bid opening deadline.

9. Bid Package

Review your bid package carefully before submitting it. Be sure to include all required documentation.

10. Contract Duration Discussion

Section 00600, Construction Agreement

105 Calendar Days to Substantial Completion (SC)

31 Calendar Days between SC and Final Completion

11. Substitution requests MUST comply with Contract Documents

Within three (3) work days of bid opening on District form; acceptance at District’s sole discretion – form is provided on page 4 of section 01340 Administrative Forms & Logs.

12. Site Job Walk

Review Construction Site o Provide adequate structural support and floor protection for lift equipment o Remove miscellaneous unused conduit and unistrut support attachments from existing

beams

Distribute signed Certificate of Site Visit forms