January 20, 2014 Aedis Architects 387 South First Street, Suite 300

Transcription

January 20, 2014
Aedis Architects
387 South First Street, Suite 300
San Jose, CA 95113
Subject:
New Classroom & Music Buildings at Jefferson High School
Jefferson Union High School District
Project No. 28042
DSA File No. 41-H2
DSA Application No. 01-111055
ADDENDUM NO. 1
________________________________________________________________________
CHANGES AND/OR CLARIFICATION'S OF THE DRAWINGS AND SPECIFICATIONS AS FOLLOWS:
ITEM NO. 1.1:
STRUCTURAL ENGINEER CONTACT PHONE NUMBER:
Clarify:
ITEM NO. 1.2:
ELECTRICAL ENGINEER COMPANY NAME:
Clarify:
ITEM NO. 1.3:
Contractors shall review ALL construction documents (drawings,
specifications, addenda, etc.), and not limited to respective contractors
trade only, to determine scope of work and cost (labor and materials)
prior to bid opening.
BIDDING:
Clarify:
Clarify:
Clarify:
ITEM NO. 1.6:
Contractor shall mount Architects signage on site fencing (on campus
side) along Mission Street. Architect shall provide sign.
SCOPE OF WORK:
Clarify:
ITEM NO. 1.5:
Electrical Engineer: Integral Inc.
CONSTRUCTION SIGN:
Add:
ITEM NO. 1.4:
Structural Engineer: Thornton Tomasetti – (415) 365-6900.
All bids over $100,000 require Bid Bonds.
All List of Proposed Sub-Contractors is required to be submitted with
the Bid Form
Project Labor Agreement is not required on this project.
LANDSCAPE SUBMITTALS:
Clarify:
Contractor shall submit all items shown per attached convenience
checklist of submittals for review. All submittals shall be submitted per
drawings, specifications and contract documents.
ADDENDUM NO. 1
JEFFERSON HIGH SCHOOL NEW CLASSROOM & MUSIC BUILDINGS
Project No. 28042
1/20/14
Page 2 of 23
ITEM NO. 1.7:
DSA File No. 41-H2
LANDSCAPE FIELD QUALITY CONTROL CHECKLIST:
Clarify:
ITEM NO. 1.8:
Contractor shall complete all items shown per attached convenience
checklist of items for completion and final punch walk. All work shall
completed per drawings, specifications and contract documents.
TOPOGRAPHICAL SURVEY:
Add:
For reference only, additional topographical information from
January 7, 2014.
SPECIFICATIONS
ITEM NO. 1.9:
SECTION 00 02 00 – NOTICE TO BIDDERS:
Replace:
ITEM NO. 1.10:
SECTION 00 10 00 – INSTRUCTION TO BIDDERS:
Replace:
ITEM NO. 1.11:
Entire specification section per 00 43 00.
SECTION 00 48 00 – NONCOLLUSION DECLARATION:
Replace:
ITEM NO. 1.17:
SECTION 00 43 00 – LIST OF SUBCONTRACTORS:
Replace:
ITEM NO. 1.16:
SECTION 00 42 00 – QUALIFICATION STATEMENT:
Replace:
ITEM NO. 1.15:
SECTION 00 41 00 – BID BOND:
Replace:
ITEM NO. 1.14:
SECTION 00 31 00 – DISABLED VETERENS FORMS:
Replace:
ITEM NO. 1.13:
SECTION 00 30 00 – PROPOSAL FORMS:
Replace:
ITEM NO. 1.12:
SECTION 00 60 00 – PAYMENT AND PERFORMANCE BONDS:
2
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 3 of 23
Replace:
ITEM NO. 1.18:
DSA File No. 41-H2
SECTION 03 30 00 – CAST IN PLACE CONCRETE:
Revise:
Section 3.03 (N) to read:
Contraction (Control) Joints in Slabs-on-Grade:
Clarify:
ITEM NO. 1.19:
3)
Contraction joints in unexposed floor slabs may be formed by
hand tooling (or approved saw cutting option) as soon as
possible after slab finishing as may be safely done without
dislodging aggregate.
All exposed concrete corners shall receive ½” x ½” bevel.
All exposed concrete corners shall receive ½” x ½” bevel.
Entire specification per 06 20 00.
Entire specification per 07 18 13 for all second floor walkways.
SECTION 08 41 13 – ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS:
Add:
ITEM NO. 1.23:
Time hand tooling (or approved saw cutting option), to allow
sufficient curing of concrete to prevent raveled or broken edges.
SECTION 07 18 13 – PEDESTRIAN TRAFFIC COATINGS:
Add:
ITEM NO. 1.22:
2)
SECTION 06 20 00 – FINISH CARPENTRY:
Add:
ITEM NO. 1.21:
Construct contraction joints in slabs-on-ground to form panels of
patterns indicated on Shop Drawings. Use hand tooled control
joints 1/8” x 1/4 slab depth, unless otherwise noted. Optional
saw cutting is an optional installation method will have to be
confirmed with Owner or Architect prior to Bid, otherwise
contractor shall bid on hand tooled joints.
SECTION 03 37 13 – SHOTCRETE:
Clarify:
ITEM NO. 1.20:
1)
Sub-contractor shall provide deferred approval calculations and design
as part of the bid.
SECTION 08 63 00 – METAL- FRAMED SKYLIGHTS:
Clarify:
Section 2.3(A) shall be prismatic polycarbonate glazing.
3
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 4 of 23
ITEM NO. 1.24:
SECTION 08 90 50 – TRANSLUCENT SKYLIGHT PANELS:
Remove:
ITEM NO. 1.25:
Add:
Revise:
Section 3.3(J)(2) Surface Mounted Hand Dryer.
SECTION 12 35 50 –EDUCATIONAL/ LIBRARY CASEWORK:
Remove:
ITEM NO. 1.30:
All toilet compartment panels shall be solid color High Density
Polyethylene(HDPE) and not composite material.
SECTION 10 28 00 –TOILET ACCESSORIES:
Remove:
ITEM NO. 1.29:
Part 2, Section 2.2 (B) (3) “Backing Material” to read “Osnaburg over
Cement Fiber Backer Board” to mitigate uneven wall surface.
SECTION 10 21 00 –TOILET COMPARTMENTS:
Clarify:
ITEM NO. 1.28:
Section 2.4(A)(6) to read “Finish: Kynar Coated to match adjacent
wall color.”
Section 2.4(B)(9) to read “Finish – Clear Anodized. Confirm reflectivity
of metal finish with District and Architect prior to fabrication.
Section 2.8(B)(1) to read “Fluoropolymer Two-Coat Coating System:
Manufacturer's Custom two-coat, thermo cured system consisting of
specially formulated inhibitive primer and fluoropolymer color topcoat
containing not less than 70 percent polyvinylidene fluoride resin by
weight; complying with AAMA 2605.”
SECTION 09 72 16 – VINYL-COATED FABRIC WALL COVERING:
Revise:
ITEM NO. 1.27:
Entire specification section.
SECTION 08 91 00 – LOUVERS AND VENTS:
Add:
ITEM NO. 1.26:
DSA File No. 41-H2
Section 2.9(A) Plastic Laminate. All countertops shall be solid surface
countertops per section 3.9(B).
SECTION 22 10 00 – PLUMBING PIPING SYSTEMS:
Add:
Section 2.15 to read:
“WALL HYDRANTS
1.
Hot and Cold Water Recessed Wall Hydrants: Combination hot
and cold water 18 gauge Type 304 stainless steel box hydrant, 16 gauge
stainless steel, lock shield loose key tee handles, flange and hinged
locking cover, two 3/4 inch inlets, hose outlet with non-removable
vacuum breaker. Acorn Model 8156.”
4
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 5 of 23
ITEM NO. 1.31:
SECTION 28 31 00 – FIRE DETECTION AND ALARM:
Add:
ITEM NO. 1.32:
DSA File No. 41-H2
Sub-contractor must be pre-qualified and approved by the District prior
to award of bid.
SECTION 32 31 13 – CHAIN LINK FENCE GATES:
Revise:
Section 2.3 to read:
A.
Posts and Rails: Comply with ASTM F 1043 for framing,
ASTM F 1083 for Group IC round pipe, and the following:
1.
End, Corner and Pull Posts - Up to 6 foot fabric height: 2.375”
OD steel pipe, 3.65 lbs. per lin. Ft., or 3.5” x 3.5” roll formed
sections, 4.85 lbs. per lin. ft.
End, Corner and Pull Posts –6 foot to 8 foot fabric height:
2.875” OD steel pipe, 5.79 lbs. per lin. Ft., or 3.5” x 3.5” roll
formed sections, 4.85 lbs. per lin. ft.
End, Corner and Pull Posts – 8 foot to 12 foot fabric height: 3.5”
OD steel pipe, 7.58 lbs. per lin. ft.
Line Posts – Up to 6 foot fabric height: 1.90: OD steel pipe, 2.70
lbs. per lin. ft., or 1.875” x 1.625” C- sections, 2.28 lbs. per lin.
ft.
Line Posts – 6 foot to 8 foot fabric height: 2.375” OD steel pipe,
3.65 lbs. per lin. ft., or 2.25” x 1.875”, 2.64 lbs. per lin. ft.
Line Posts – 8 foot to 12 foot fabric height: 3.5” OD steel pipe,
7.58 lbs. per lin. Ft
Top, mid and Bottom Rails: 1.66” OD steel pipe, 2.27 lbs. per
lin. ft., or 1.625” x 1/25” roll-formed sections, 1.35 lbs. per lin.
ft.
2.
3.
4.
5.
6.
7.
Revise:
Section 3.4 (D) to read: “Space line posts uniformly at 10 feet on center
maximum unless indicated otherwise on Drawings.”
DRAWINGS
GENERAL
ITEM NO. 1.33:
TITLE BLOCK – AEDIS LOGO AND CONTACT INFORMATION:
Revise:
Aedis logo and contact information to be revised to match AD1- T1a on
all drawing title blocks.
5
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 6 of 23
ITEM NO. 1.34:
ITEM NO. 1.35:
DSA File No. 41-H2
PHASING:
Clarify:
All trades shall refer to phasing plan on sheet A1.04 for all phases of
demolition and new work.
Omit:
Phase 3 scope of work and (E) portable removal on all drawings as
shown on A1.04. Work shall commence after users have fully occupied
new building and (E) portables are no longer in use (estimated end of
Summer 2016).
TRACER WIRE:
Clarify:
All non-metallic underground piping shall include tracer wires.
CIVIL
DRAWINGS
ITEM NO. 1.36:
DRAWING C1 – DEMOLITION PLAN:
Revise:
Revise:
ITEM NO. 1.37:
DRAWING C2 – GRADING AND DRAINAGE PLAN:
Add:
Add:
Revise:
Revise:
Revise:
Revise:
ITEM NO. 1.38:
Culvert detail referenced in drawing AD1-C2a per AD1-C2c.
All existing electrical/ communications vault lids shall be new and raised
or lowered to align with new paving.
Myrtle Street reference to Miriam Street.
Culvert layout, concrete walkway, and sidewalk grades per enlarged site
plan AD1-C2a.
Paving and grades around entrance to Building ‘E’ courtyard per
AD1-C2b.
Culvert step notation and culvert layout per AD1-C2d.
DRAWING C3 – UNDERGROUND UTILITY PLAN:
Add:
Revise:
Remove:
ITEM NO. 1.39:
Scope of site demolition per AD1-C1a.
Note for existing culvert under the side walk step to remain per
AD1-C3a.
Perforated pipe for previous site retaining wall per AD1-C3a.
DRAWING C4 – HORIZONTAL CONTROL PLAN:
Revise:
6
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 7 of 23
ITEM NO. 1.40:
DRAWING C6 – HORIZONTAL CONTROL PLAN:
Revise:
ITEM NO. 1.41:
DSA File No. 41-H2
DRAWING C7 – DEMOLITION PLAN, GRADING AND DRAINAGE PLAN:
Add:
Demolition of existing steps west of elevator tower as noted on 1/A2.02.
ARCHITECTURAL
DRAWINGS
ITEM NO. 1.42:
DRAWING A1.04 – TEMPORARY CONSTRUCTION FENCING AND STAGING AREA
LAYOUT:
Omit:
ITEM NO. 1.43:
DRAWING A3.01 – FIRST FLOOR PLAN:
Add:
Add:
ITEM NO. 1.44:
Keynote 25 to read: “COVERED WALKWAY WITH PEDESTRIAN
TRAFFIC COATING O/ TOPPIING SLAB O/ WATERPROOFING
MEMBRANE O/ STRUCTURAL SLAB O/ METAL DECK. SEE
DETAIL 17/A8.23.”
DRAWING A3.02a – WALL TYPE PLAN – 2ND FLOOR:
Clarify:
ITEM NO. 1.47:
See all elevations and sections for additional wall types not show on
plan.
DRAWING A3.02 – SECOND FLOOR PLAN:
Revise:
ITEM NO. 1.46:
General Note H to read “PROVIDE 3” CONCRETE OVER FOAM AT
ALL GUSSET PLATES WHERE OCCURS PER DETAIL 1/A9.03.”
Section cut per AD1-A3.01a.
DRAWING A3.01a – WALL TYPE PLAN – 1ST FLOOR:
Clarify:
ITEM NO. 1.45:
Phase 3 scope of work and (E) portable removal. Work shall commence
after users have fully occupied new building and (E) portables are no
longer in use (estimated end of Summer 2016).
See all elevations and sections for additional wall types not show on
plan.
DRAWING A6.02 – EXTERIOR ELEVATIONS- CLASSROOMS MUSIC BLDGS:
Clarify:
Provide and install overflow penetration through louver system on detail
1 per detail l8/A8.24.
7
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 8 of 23
ITEM NO. 1.48:
DRAWING A6.03 – BRIDGE & GATEWAY EXTERIOR ELEVATIONS:
Add:
ITEM NO. 1.49:
“RESINOUS FLOORING…” to “PEDESTRIAN TRAFFIC COATING…”
on detail 17.
DRAWING A8.26 – EXTERIOR DETAILS – BRIDGE AND GATEWAY:
Clarify:
ITEM NO. 1.53:
Prefinished metal deck on covered walkway shall be 18GA prefinished
aluminum metal deck per structural drawings on details 4, 7, 8, 10, 18.
Provide and install barrier between the dissimilar metals of the metal deck
and structural steel.
DRAWING A8.23 – EXTERIOR DETAILS:
Revise:
ITEM NO. 1.52:
Section through Gridline M, N, and culvert adjacent to neighboring
house on Miriam Street per detail 1/ AD1-A8.10a.
DRAWING A8.22 – EXTERIOR DETAILS:
Clarify:
ITEM NO. 1.51:
3” min. clearance between gateway gutter to face of elevator tower and
Building ‘F’ soffit fascia.
DRAWING A8.10 – WALL SECTIONS:
Add:
ITEM NO. 1.50:
DSA File No. 41-H2
Detail 9 is cut through open area of canopy. Stud framing at cement plaster
walls go all the way up to the underside of 12GA plate shown on 14/S2.04.
DRAWING A9.03 – INTERIOR DETAILS:
Clarify:
Foam shall be a compressible foam joint filler to allow movement as noted
on detail 1.
STRUCTURAL
DRAWINGS
ITEM NO. 1.54:
DRAWING S2.01 – FOUNDATION PLAN AND FIRST FLOOR PLAN:
Add:
Temporary shoring wall per AD1-S2.01a.
Revise:
Retaining wall extent, clarify detail call outs per AD1-S2.01a.
ITEM NO. 1.55:
DRAWING S2.02 – SECOND FLOOR FRAMING PLAN:
Revise:
Retaining wall extent, clarify detail call outs. Delete W16 beam at
concrete landing per AD1-S2.02a.
ITEM NO. 1.56:
DRAWING S2.06 – BLDG D D.A. RAMP PLAN AND SECTIONS:
Add:
Temporary shoring wall detail per AD1-S2.06a.
Add:
Concrete culvert detail per AD1-S2.06b.
Revise:
Sheet title to include “Shoring Wall Details” per AD1-S2.06c.
8
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 9 of 23
ITEM NO. 1.57:
DSA File No. 41-H2
DRAWING S5.03 – CONCRETE AND RETAINING WALL DETAILS:
Revise:
Detail 9: clarify exterior flat work adjacent to retaining wall per AD1S5.03a.
Revise:
Detail 10: revised slab dowel location in concrete wall, clarify bottom of
thickened slab at top of footing per AD1-S5.03b.
Revise:
Detail 12: show wall drainage and clarify top of footing locations per
AD1-S5.03c.
Revise:
Detail 14: clarify exterior flat work adjacent to retaining wall per AD1S5.03d.
Revise:
Detail 20: location of key revised. Revise retaining wall schedule to
include walls shorter than 4’-6” per AD1-S5.03e.
MECHANICAL
DRAWINGS
ITEM NO. 1.58:
DRAWING M0.02 – MISC. EQUIPMENT SCHEDULE:
Revise:
FH-1 THRU 4 “>>>Air Alert 600 Alarm, and fan switch” to read “…Air
Alert 600 Alarm, light switch, and fan switch.”
PLUMBING
DRAWINGS
ITEM NO. 1.59:
DRAWING P0.01 – PLUMBING LEGENDS, NOTES, AND SCHEDULES:
Add:
Revise:
ITEM NO. 1.60:
.
DRAWING P0. 02 – PLUMBING FIXTURE SCHEDULE:
Add:
.
ITEM NO. 1.61:
RD/OF, see AD1-P0.02a
DRAWING P1.02 – PLUMBING SITE PLAN:
Revise:
ITEM NO. 1.62:
Plumbing sheet index; P4.01 Plumbing First Floor Enlarged Plans;
P4.02 Plumbing Second Floor Enlarged Plans
Instantaneous Water Heater Schedule: IWH-1 & 2 Temperature Rise at
Flow Rate to read “75F @ 0.5 GPM”; IWH-3 Temperature Rise at Flow
Rate to read “65F @ 0.5 GPM”
Moved the plumbing utilities stubbed out for Building E to be located
within the landscape planter areas.
DRAWING P4.01 – PLUMBING FIRST FLOOR ENLARGED PLANS:
Add:
Prep Rm. J105 – DW connection to HW, see AD1-P4.01a.
9
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 10 of 23
ITEM NO. 1.63:
DRAWING P4.02 – PLUMBING SECOND FLOOR ENLARGED PLANS:
Add:
Add:
ITEM NO. 1.64:
DSA File No. 41-H2
Prep Rm. J202 – DW connection to HW, see AD1-P4.02a.
Prep Rm. J205 – DW connection to HW, see AD1-P4.02b
DRAWING FP0.02 – FIRE PROTECTION LEGENDS, NOTES, SCHEDULES,
AND DETAILS:
Clarify:
Detail 1/FP0.02 shall remain for reference on dimensional clearance
requirements around fire sprinkler riser only.
ELECTRICAL
DRAWINGS
ITEM NO. 1.65:
DRAWING E1.02 – ELECTRICAL SITE PLAN:
Add:
Add:
Add:
Add:
Add:
Revise:
Revise:
Relocate:
ITEM NO. 1.66:
DRAWING E3.10 – POWER PLAN – FIRST FLOOR:
Add:
Add:
Add:
Clarify:
Revise:
Revise:
Revise:
Remove:
ITEM NO. 1.67:
A receptacle in IDF rm. & circuited to JP2-7 per AD1 – E3.10a.
Note # 29 and 30 per AD1 – E3.10a and AD1 – E3.10b.
A receptacle in IDF rm. & circuited to JP2-25 per AD1 – E3.10c.
See A3.01a for locations of all floor boxes.
SAC-1 circuit number per AD1 – E3.10c.
SAC-2 circuit number per AD1 – E3.10b.
SAC-3 circuit number per AD1 – E3.10b and AD1 – E3.10a.
Incoming circuit indicators inside IDF room per AD1 – E3.10a.
DRAWING E3.20 – POWER PLAN – SECOND FLOOR:
Clarify:
ITEM NO. 1.68:
(3) ‘Z1’ fixtures to archway per AD1 – E1.02a.
Conduit between S3 fixtures per AD1 – E1.02b and AD1 – E1.02d.
Lighting conduit and wiring per AD1 – E1.02b, AD1 – E1.02c, and
AD1 – E1.02d.
Sheet note 21 and 22 per AD1 – E1.02e.
All existing electrical/ communications vault lids shall be new and raised
or lowered to align with new paving.
Circuits for landscape lighting and parking lot lighting per
AD1 – E1.02b and AD1 – E1.02c.
Note #11 changed J109 to J107 per AD1 – E1.02e.
Fixture ‘M1’ on bldg. ‘E’ per AD1 – E1.02d.
See A3.02a for locations of all floor boxes.
DRAWING E3.30 – ELECTRICAL PLAN – ROOF:
Revise:
Revise:
SCU-1 circuit number to KP1-15, 17 per AD1 – E3.3.
SCU-2 circuit number to JP1-47, 49 per AD1 – E3.30b.
10
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 11 of 23
Revise:
Remove:
ITEM NO. 1.69:
Add:
Add:
Revise:
Revise:
Remove:
Revise:
Revise:
Remove:
Remove:
Fixture type tag from ‘X’ to ‘X1’ for (2) fixtures, and added ‘WP’ per
AD1 – E4.20a and AD1 – E4.20b.
Circuit from 11 and 13 to 19 and 21 for exterior fixtures type L1 and
L1EM per AD1 – E4.20a and AD1 – E4.20b.
(2) fixture labels from A to A1 in Prep Rm J202 and Prep Rm J205 per
AD1 – E4.20a and AD1 – E4.20b.
(3) fixtures near gridline J.2 and gridline 1 per AD1 – E4.20b.
(1) fixture near gridline 6 and gridline k per AD1 – E4.20b.
DRAWING E5.01– SINGLE LINE DIAGRAM:
Add:
Add:
Revise:
Revise:
Revise:
Revise:
Revise:
Revise:
ITEM NO. 1.72:
M1 and M1EM tags per AD1 – E4.10a, AD1 – E4.10b, and
AD1 – E4.10c.
“b, c” switchlegs linear fixtures in room K101 per AD1 – E4.10a.
(5) D fixtures and (1) D1 fixtures and (2) switches in the IDF Room
(J107) per AD1 – E4.10b.
Circuit from 11 and 13 to 15 and 17 for exterior fixtures to the right of
gridline D per AD1-E4.10b and AD1 – E4.10c.
(2) fixture labels from A to A1 in Prep Rm J102 and Prep Rm J105 per
AD1 – E4.10b and AD1 – E4.10c.
(2) fixtures near gridline J.2 and gridline 1 per AD1 – E4.10c.
DRAWING E4.20 – LIGHTING PLAN – SECOND FLOOR:
Revise:
ITEM NO. 1.71:
SCU-3 circuit number JP2-38, 40 per AD1 – E3.30b.
Irrelevant circuit number on drawing per AD1 – E3.30b.
DRAWING E4.10 – LIGHTING PLAN – FIRST FLOOR:
Add:
ITEM NO. 1.70:
DSA File No. 41-H2
Shunt trip to elevator circuit breaker per AD1 – E5.01a.
Sheet notes 8 and 9 per AD1 – E5.01a.
KVA values of panel JP1, 2, 3, 4, 5 per AD1 – E5.01b.
Main breaker size of DPJ to 500A per AD1 – E5.01b.
KVA value of panel DPJ & JL2 per AD1 – E5.01a and AD1 – E5.01b.
Incoming cable size of dist. pnl. DSBJ & DPJ per AD1 – E5.01a and
AD1 – E5.01b.
Incoming cable size of pnl. JL1 & JL2 per AD1 – E5.01a.
Outgoing breaker size of pnl. JL2 and transformer TJ1 per
AD1 – E5.01a.
DRAWING E6.01 – LIGHTING FIXTRUE SCHEDULE:
Revise:
Revise:
Remove:
Remove:
Fixture D to Moralite.
“X” to edgelit and add “X1” of same type “X” but weather proof type
per AD1 – E6.01b.
Light fixture A2, A3, B and marked “Not used” per AD1 – E6.01a.
Fixture F, G1, K and H and marked “Not used” per AD1 – E6.01a.
11
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 12 of 23
ITEM NO. 1.73:
DRAWING E6.02 – LIGHTING FIXTRUE SCHEDULE:
Revise:
ITEM NO. 1.74:
Height of concrete base of light pole shall be minim 2’-6” above finish
grade on detail 1.
DRAWING E6.03 – PANEL SCHEDULES:
Revise:
ITEM NO. 1.75:
DSA File No. 41-H2
Panel JP1, JP2, JL1 and KP1 per AD1 – E6.03a, AD1 – E6.03b,
AD1 – E6.03c, and AD1 – E6.03d.
DRAWING E6.05 – EQUIPMENT SCHEDULE:
Delete:
Reference and requirements for SCU-4 at Building ‘A’.
COMMUNICATION
DRAWINGS
ITEM NO. 1.76:
DRAWING T0.02 – SYMBOL SCHEDULE:
Revise:
Revise:
ITEM NO. 1.77:
DRAWING T3.01 - FIRST FLOOR SECURITY DEVICE PLAN:
Revise:
ITEM NO. 1.78:
Detail sheet “T8.04” to read as “T9.07”.
DRAWING T3.02 - SECOND FLOOR SECURITY DEVICE PLAN:
Revise:
ITEM NO. 1.79:
FP2 Rough-in as shown on Addendum Drawing AD1-T0.02a.
Swap the symbol between the wall telephone jack and WAP data device
as shown on Addendum Drawing AD1-T0.02a.
Detail sheet “T8.04” to read as “T9.07”.
DRAWING T4.01 - IDF ENLARGED PLANS AND ELEVATIONS:
Add:
Add:
Power receptacles as shown on Addendum Drawing AD1-T4.01a and
AD1-T4.01b.
Keynotes TN12 and TN13 as shown on Addendum Drawing
AD1-T4.01c.
LANDSCAPE
DRAWINGS
ITEM NO. 1.80:
DRAWING L1.1 – LAYOUT PLAN:
Add:
(1) Removable bollard. See attached drawing AD1-L1.1a.
12
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 13 of 23
Change:
Change:
Change:
ITEM NO. 1.81:
Paint to bollards. See attached drawing AD1-L1.5A.
DRAWING 1.6 – IRRIGATION PLAN:
Revise:
Change:
Change:
Add:
ITEM NO. 1.85:
Head layout and valve flow of valve B36. See attached drawing
AD1-L1.4A.
DRAWING L1.5 – CONSTRUCTION DETAILS, DETAIL A, L1.5, BOLLARD REMOVABLE:
Add:
ITEM NO. 1.84:
Concrete curb at planting area. See attached drawing AD1-L1.2a.
Painting of existing bollards. See attached drawing AD1-L1.2b.
(1) removable bollard. See attached drawing AD1-L1.2b.
Edge of concrete paving. See attached drawing AD1-L1.2b.
Fence and gate layout. See attached drawing AD1-L1.2b.
Score and expansion joint layout. See attached drawing AD1-L1.2b.
Location of Wall ‘A’ callout. See attached drawing AD1-L1.2c.
DRAWING L1.4 – CONSTRUCTION DETAILS, DETAIL K, L1.4, CONCRETE CURB, 6”
HIGH:
Add:
ITEM NO. 1.83:
Edge of concrete paving. See attached drawing AD1-L1.1a.
Fence and gate layout. See attached drawing AD1-L1.1a.
Score and expansion joint layout. See attached drawing AD1-L1.1a.
DRAWING L1.2 – MATERIAL AND DETAIL REFERENCE PLAN:
Add:
Add:
Add:
Change:
Change:
Change:
Revise:
ITEM NO. 1.82:
DSA File No. 41-H2
Head layout and valve flow of valve B36. See attached drawing
AD1-L1.6A.
Irrigation controller enclosure to stainless steel. See attached drawing
AD1-L1.6b.
Irrigation controller interface module. See attached drawing AD1-L1.6b.
1” electrical conduit between splice box and controller ‘C’. See attached
drawing AD1-L1.6c.
DRAWING 1.7 – PLANTING PLAN:
Remove:
Remove:
Add:
Add:
(3) Hemerocallis species. See attached drawing AD1-L1.7a.
(2) Euryops pectinatus ‘Viridis’. See attached drawing AD1-L1.7a.
(4) Rosa officinalis ‘Collingwood Ingram’. See attached drawing
AD1-L1.7b.
(2) Phormium ‘Wings of Gold’. See attached drawing AD1-L1.7a.
13
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 14 of 23
DSA File No. 41-H2
SUBSTITUTION REQUESTS:
Accepted substitution requests include:
- Nelson Adams NACO (Sliding Marker Board),
- Winco (1450L Series 4” Heavy Commercial Thermal Window),
- American Warming and Vent (For Wall Louver Only. Manufacturer subcontractor shall
supply louver screens and louver wall system per specifications at time of bid)
- Balco (Expansion Joint Covers. Product must allow minimum required movement
building without obstruction. Finishes shall be flush or meet with edges of the expansion
cover)
Rejected substitution requests include:
- Spring Window Fashions (Roller Shades),
- Tru Barrier (Concrete Vapor Barrier),
- Excel Dryer (Hand Dryer)
PRE-BID REQUEST FOR INFORMATION:
ITEM NO. 1.86:
FREMONT MILLWORK – DATED 1/17/14
Question 1: Bid Package 20 calls off Lab Sinks...so does Bid Package 23. Please clarify
which bid package is required to pick up the Lab Sinks.
Answer: The chemical sinks are incorporated into the lab tops and as such should be
Bid as part of the Bid Package 20.
ITEM NO. 1.87:
FREMONT MILLWORK – DATED 1/15/14
Question 1: Looking at Bid Package 20 I would think that Section 12 35 53 Laboratory
Casework would also be called off because the Lab Casework in is that Section not Section
12 35 50. Also note that the Music Casework is not in any Bid Package.
Answer: Music casework will be included in the bid package 20.
Question 2: The trim that is called off in Bid Package 20 is not called off in Spec Section
12 35 50 and there is no Finish Carpentry spec section in the spec book. Please clarify what
type of material the window trim is.
Answer: See addendum #1 for finish carpentry specifications for trim work.
14
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 15 of 23
DSA File No. 41-H2
Question 3: Is a Bid Bond required for this project for bids over 100k? If so please provide a
bid bond form we can submit to our bonding company.
Answer: Yes. Bid Bond forms are available through the AIA website per
specification 00410.
ITEM NO. 1.88:
MIKE BROWN ELECTRIC CO. – DATED 1/15/14
Question 1: Note 20, sheet E1.02 at the South-East corner of Building ‘F’ calls for ‘Z1’
fixtures to be installed. There are two ‘Z2’ fixtures shown. Please, clarify how many ‘Z1’
fixtures supposed to be installed and provide detail. Also, provide point of power connection
for fixtures ‘Z1’ and/or ‘Z2’.
Answer: See Addendum #1
Question 2: It is unclear if 400A/3P circuit breaker designated to feed Distribution
Switchboard ‘DSBJ’ is new or existing. Please, clarify.
Answer: It is new. Anything without an “(E)” is new.
Question 3: Panel ‘KP1’ schedule is missing. It’s not shown on panel schedule sheets E6.03
and/or E6.031. Please, add panel schedule.
Answer: See Addendum #1
Question 4: Is ‘MC’ cable going to be acceptable? If yes, for what applications?
Answer: No.
ITEM NO. 1.89:
MIKE BROWN ELECTRIC CO. – DATED 1/8/14
Question 1: Sheet note #1 on drawing E3.10 requires installation of (3) j-boxes and conduit
risers per detail 1 on drawing E6.07 every 10’ O.C. Please, confirm that this is the intent of
the design. It seems excessive and an unnecessary expenditure. In our opinion, one riser for
20’-30’long wiremold runs or two, at the most, risers for longer wiremold runs would be
sufficient.
Answer: Install per plan. The design intent is shown accurately.
Question 2: Wiremold data/telephone outlets are not shown on power drawings E3.10, E3.20
and on communication drawings T2.01, T2.02 (except, partially, in classroom J204). Please,
advise if intent is to use detail 1 on drawing E6.07 as a guidance (one telecom outlet per each
power outlet) or it should be per communication drawings.
15
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 16 of 23
DSA File No. 41-H2
Answer: All telephone, data, clock/ PA and low voltage requirements shall be
coordinated, provided and installed per the SFM’s ‘T’ drawings and specifications in
the Construction Documents.
Question 3: Lighting fixture identification on drawings E4.10 and E4.20 is controversial and
needs to be clarified. Example, 2’x4’ fixtures identified as ‘A’ are not on lighting fixture
schedule. Instead, there are A1, A2, A3 and A4 fixtures are listed. Per description, we can
only guess, that not shaded symbols should be fixtures ‘A1’ and shaded symbols are ‘A2’
fixtures. Another example is fixture ‘M1’ and ‘M1EM’. Drawing E4.10: In one instance
‘M1’ identified as not shaded symbol (at columns D and 5.2), in second one it’s shaded (at
columns M and 3) and in third one it’s shaded and identified as ‘M1EM’ (between columns
J2 and K, right above column 1). Please, clarify.
Answer: See Addendum #1. The Luminaire schedule and plans have been revised to
clarify.
ITEM NO. 1.90:
T3 INC. – DATED 1/2/14
Question 1: Please clarify ceiling products to be used on this project. Section 095113 2.3
calls out Arm 746 and Armstrong 2776. Armstrong 746 is 12x12 ceiling tile and is not
located on job. Armstrong 2776 is a 2x4 second look tegular edge ceiling board that is 3/4"
thick. This product number also installs in 9/16" grid. 095113 2.5 calls out 15/16" grid.
Please clarify which ceiling board and grid type is basis for bid. On sheet A9.02 detail 25
calls out a Donn VSA Post. These are over $40 per unit as opposed to a 1 5/8" 20g stud
(DSA approved) for 1/10th the cost. Will this be accepted?
Answer: There is no 746-12” X 12” on the project. The correct tile is Cortega Second
Look (Lay-in), Size 2’ X 4’X 15/16” with a 2’ X 2’ Score. Color is white with a medium
Texture. The grid system is Armstrong Prelude XL Fire guard 15/16 Exposed-Tee:
A) 2’-Cross tee’s are # XL8320HRC
B) Main Beams are # 6101HRC
ITEM NO. 1.91:
WESTMARK PRODUCTS. – DATED 1/2/14
Question 1: For the Teaching Walls at the Science Lab Rooms: are the casework subs to
include or exclude the sliding markerboards, map rails, and chalk trays?
Answer: Casework Subcontractor shall include sliding markerboards, map rail and
chalk trays for all teaching walls in their bids.
Question 2: Will Bid Package that includes Section 12 35 50 also include Sec 12 35 53?
And, any parts of Section 06 20 00 like the wood window sills, wall paneling, etc.? And, any
other items not in Section 12 35 50?
16
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 17 of 23
DSA File No. 41-H2
Answer: All educational and laboratory casework and wood trim shall be
incorporated into one bid package, see addendum #1 revised proposal. Educational
and laboratory casework are not to be provided by the same manufacturer, as each
require different certification and materials.
Question 3: In the Science Rooms: which countertops are to be Epoxy Resin and which are
to be Trespa? Sec Section 12 35 50 specifies “Trespa tops at wet areas, i.e. shops, science
classrooms, etc.” Drawings show “Chemical Resistant” tops along casework at walls and
“Epoxy Chemical Resistant” at teacher demonstration station. It will be helpful to have this
clarified to ensure all the casework bids have the same scope.
Answer: All casework identified with a “PS” on the drawings shall receive chemical
resistant epoxy resin countertops per Laboratory Casework specification 12 35 53. All
casework identified with a “PC” on the drawings shall receive Trespa countertops per
Educational Casework specification 12 35 50. No P-Lam countertops will be accepted.
Question 4: Will Durcon Epoxy Resin tops and sinks be an acceptable substitute for the
Kewaunee brand spec’d in section 12 35 53 (assuming all the performance spec’s are equal)
Answer: Yes, as long as all specifications are equal.
Question 5: In the Science Rooms: are all the cabinets to comply with Section 12 35 53? If
not, please provide clarification as to which cabinets need to comply with Section 12 35 53
and which can comply with Section 12 35 50
Answer: All casework identified with a “PS” (All Science Classrooms and Prep
Rooms) on the floor plans shall follow Laboratory Casework specification 12 35 53. All
casework identified with a “PC” on the floor plans shall follow Educational Casework
specification 12 35 50. All casework identified with a “PM” on the floor plans shall
follow Music Education Casework specification 12 35 51.
Question 6: Will the submittals due date of Feb 25, 2014 be a hard date for all subs or
flexible based on the construction schedule? That will be a very hard date to meet based on
the requirements for this project.
Answer: We do not need all of the submittals at once, but we need these items in an
orderly manner to prevent scheduling issues and in many cases information is required
to place certain items that you can only coordinate from the information provided in
the submittals. Coordination will be required with Gonsalves and Stronck, and allow
minimum 2 weeks time for architectural review.
17
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 18 of 23
ITEM NO. 1.92:
DSA File No. 41-H2
DASCO Construction and Drywall, Inc. – DATED 12/31/13
Question 1: Per mandatory job walk, it was noted that subs are expected to supply and
install all items listed in spec section you are bidding. Spec section 092116 list hi impact
corner guards, isolation strips, sound attenuation blankets, thermal insulation, and
polyethylene vapor retarder. Typically these items are installed by specialty subcontractors
who are licensed and experienced with that scope of work. Please confirm that these items
are intended to be installed by other specialty contractors experienced in just mentioned
scope of work and not drywall contractor.
Answer: See revised proposal form on Addendum #1 for items to be included in your
bid package.
Question 2: Spec Section 092116/3.8 list all levels of drywall finish and 3.9 describes spray
texture finish. What level of finish is required for project?
Answer: All drywall should receive a level 5 finish, except for the following:
a)
Above the ceiling grid would only require a level two finish.
b)
Any surface receiving the sound board or tackable surfaces require a
level three finish.
ITEM NO. 1.93:
DW ACOUSTICS – DATED 12/31/13
Question 1: Section 095123 – The 12 x 12 Armstrong #592 ceiling tile is discontinued. The
Drawing A11.01 – Finish Schedule does not list this or any other 12 x12 ceiling tile. Please
Advise.
Answer: There are no 12x12 ceiling tiles in the project.
Question 2: Specification 00410-1 calls for a bid bond. Specification 00600-1 calls for a
payment and performance bond for work over $100,000.00. In section 00100 page 10 the
bond requirements are struck out. Please Advise.
Answer: A bid bond is required if the amount of your bid exceeds $100,000.00;
Sections 00 20 00 thru 00 60 00 have been revised to reflect this change.
Question 3: Specification section 095113, part 2, products – 2.3-A. Armstrong #746 ceiling
tile – This 12x12 ceiling tile is not shown in any of the drawings. Armstrong #2776 second
look 2x4 ceiling tile requires a 9/16” grid system, in products 2.5 the suspension system
listed all 15/16” grid systems and will not work with ceiling tiles ACP-A and ACP-B. Please
advise.
18
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 19 of 23
DSA File No. 41-H2
Answer: There is no 746-12” X 12” on the project. The correct tile is Cortega Second
Look (Lay-in), Size 2’ X 4’X 15/16” with a 2’ X 2’ Score. Color shall be white with a
medium Texture. As a result there is no problem with grid compatibility as the grid
system is Armstrong Prelude XL Fire guard 15/16 Exposed-Tee
A.
2’-Cross tee’s are # XL8320HRC
B.
Main Beams are # 6101HRC.
Question 4: Bid form, section 00300B-1 through 00300B-11 – Are we to include all of the
pages in our bid package?
Answer: All pages of the Bid Form are to be included.
Question 5: Section 098433 part 2, products 2.1, manufacturers, A, products 1.a.2. The
panels are listed as 2” in thickness. Drawings A9.03 detail #2 shows the panels to be 3”
thick. Please advise.
Answer: 2” is sufficient.
Question 6: At line 4.9, there is no detail for the connection of the acoustical ceiling at the
ridge. At lines 3 and 7 there is no detail as to how the wall angle is to be attached in regard
to the 3/12 slope. Please advise.
Answer: At each of these locations the contractor will need to provide a finished (
painted to match the manufactured grid) special bent angle for this and other
conditions similar.
Question 7: Gonsalves and Stronck Construction schedule, page 3, line #34255 refers to the
installation of 12”x12” glue up ceiling tile. I do not see these ceiling tiles in any of the
drawings. Please advise.
Answer: There are no 12x12 ceiling tiles in this project.
Question 8: Section 01630, page 1, part 1, 1.02, product options, C, should be included in
section 095113, part 2, per P.C.C. section 3400. Will the acoustic ceiling section 095113 be
revised to allow substitutions by the January 10th, 2014 deadline?
(P.C.C.) Public Contract Code – Section 3400
Please advise as to whether part (c) – lines (1)(2)(3) and (4) apply to this project. Thanks.
Answer: For substitutions, see 01630-1, they were due January 10th. They apply
(a) No agency of the state, nor any political subdivision, municipal corporation, or
District, nor any public officer or person charged with the letting of contracts for the
construction, alteration, or repair of public works, shall draft or cause to be drafted
specifications for bids, in connection with the construction, alteration, or repair of
brand or trade name unless the specification is followed by the words "or equal" so
19
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 20 of 23
DSA File No. 41-H2
that bidder may furnish any equal material, product, thing, or service. In applying this
section, the specifying agency shall, if aware of an equal product manufactured in this
state, name that product in the specification. Specifications shall provide a period of
time prior to or after, or prior to and after, the award of the contract for submission of
data substantiating a request for a substitution of "an equal" item. If no time period
is specified, data may be submitted any time within 35 days after the award of the
contract. (b)Subdivision (a) is not applicable if the awarding authority, or its designee,
makes a finding that is described in the invitation for bids or request for proposals that
a particular material, product, thing, or service is designated by specific brand or trade
name for any of the following purposes: (1) In order that a field test or experiment may
be made to determine the product's suitability for future use. (2) In order to match
other products in use on a particular public improvement either completed or in the
course of completion. (3)In order to obtain a necessary item that is only available from
one source. (4)(A)In order to respond to an emergency declared by a local agency, but
only if the declaration is approved by a four-fifths vote of the governing board of the
local agency issuing the invitation for bid or request for proposals. (B)In order to
respond to an emergency declared by the state, a state agency, or political subdivision
of the state, but only if the facts setting forth the reasons for the finding of the
emergency are contained in the public records of the authority issuing the invitation for
bid or request for proposals. - See more at:
http://codes.lp.findlaw.com/cacode/PCC/1/d2/1/3/5/s3400#sthash.uEdQH1eY.dpuf
ITEM NO. 1.94:
AIR SYSTEMS – DATED 12/20/13
Question 1: Please confirm that the attendance requirement for a Contract Signatory Officer
(person authorized to sign contracts for the company) is waived; and that any
Subcontractor’s Representative that attended the Pre-Bid Conference is sufficient to fulfill
the mandatory attendance requirements in order to bid the project.
Answer: The Requirement for a signatory to attend was waived is correct.
Question 2:
Conference.
Please post on the next addendum the attendance sheet of the Pre-Bid
Answer: See attached Pre-Bid Conference attendance sheet.
Question 3: What is the spec section for the “Prefinished Metal Deck” (canopy metal roof)?
Is the spec the same as spec section 07 42 13 Metal Soffit Panels? Please confirm.
Answer: See Addendum #1. Pre-finished metal deck for covered walkway roof shall be
pre-finished aluminum deck.
20
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 21 of 23
DSA File No. 41-H2
Question 4: Spec Section 07 42 13 paragraph 1.4B calls for “Delegated Design.” Please
clarify what “Delegated Design” means? Or in terms of “Delegated Design,” what are the
responsibilities or what role does the subcontractor (installer) play for this project?
Answer: Subcontractor shall provide literature and/or calculations from manufacturer
that the product used meets deflection requirements, loads, allowable movement, and
ASTM requirements outlined in all of Section 1.4. If manufacturer selected by
subcontractor does not provide noted literature and/or calculations, subcontractor
(installer) shall provide documentation at their own expense. Documentation will be
required at time of submittals.
Question 5: Spec Section 07 42 13 paragraph 1.5F calls for “…metal wall panel
assembly…” Please clarify where the metal wall panels are located at?
Answer: Project does not have metal wall panels, only metal ceiling soffit panels.
Question 6: Spec Section 07 31 13 paragraph 1.2 A3, paragraph 2.5 and 3.3 describes sheet
metal flashings. Spec section 07 60 00 paragraph 1.2 A4 and paragraph 2.9 describes sheet
metal flashings at steep slope roof (assumed steep slope roof to mean the Asphalt Shingle
roofing). Please clarify whose scope of work are the Sheet Metal Flashings germane to the
Asphalt Shingle Roofing.
Answer: See revised proposal form in addendum #1 for items to be in included in each
bid package.
Question 7: Spec section 07 60 00 paragraph 2.4 J calls for “Bituminous Coating…SSPCPaint 12”. Please provide name of product or an example of a product that is acceptable for
use for this specified “Bituminous Coating…”
Answer: Karnak is an example of a product manufacturer.
Question 8: Please provide a copy of “FMG Loss Prevention Data Sheet 1-49” per spec 07
60 00 paragraph 2.6G.
Answer: You can find the sheets on FL Global Website (FL Global Website
www.fmglobaldatasheets.com) or http://www.aadvanced.com/front/
EDGE%20METAL/Factory%20Mutual%20%20LPDS%201-49.pdf.
21
ADDENDUM NO. 1
Project No. 28042
1/20/14
Page 22 of 23
DSA File No. 41-H2
____
Division of the State Architect
June Yip, Architect
Aedis Architects
Carl Wilford, Structural Engineer
Thornton Tomasetti, Inc.
Bryce Carroll, Civil Engineer
Carroll Engineering, Inc.
Steve Myers, Mechanical Engineer
Capital Engineering Consultants, Inc.
David Kaneda, Electrical Engineer
Integral, Inc.
____
Alissa Noguez, Landscape Architect
ANLA Associates, Inc.
22
ATTACHMENTS:
GENERAL:
Job walk sign in sheet
Landscape Convenience List
Topographical Survey (FOR REFERENCE ONLY)
SPECIFICATIONS:
00 10 00 – Instructions to Bidders
00 20 00 – Notice to Bidders
00 30 00 – Proposal Forms
00 31 00 – Disabled Veterans Forms
00 41 00 – Bid Bond
00 42 00 – Qualification Statement
00 43 00 – List of Subcontractors
00 48 00 – Non-collusion Declaration
00 60 00 – Payment and Performance Bond
06 20 00 – Finish Carpentry
07 18 13 – Pedestrian Traffic Coating
DRAWINGS:
AD1-T1a
-
AD1-C1a
AD1-C2a
AD1-C2b
AD1-C2c
AD1-C2d
AD1-C3a
-
AD1-A3.01a
AD1-A8.10a
-
Structural Calculations
(FOR DSA
REFERENCE ONLY)
AD1-S2.01a
AD1-S2.02a
AD1-S2.06a
AD1-S2.06b
AD1-S2.06c
AD1-S5.03a
AD1-S5.03b
AD1-S5.03c
AD1-S5.03d
AD1-S5.03e
-
AD1-P0.02a
AD1-P1.02a
AD1-P4.01a
AD1-P4.02a
AD1-P4.02b
-
AD1-E1.02a
-
AD1-E1.02b
AD1-E1.02c
AD1-E1.02d
AD1-E1.02e
AD1-E3.10a
AD1-E3.10b
AD1-E3.10c
AD1-E3.30a
AD1-E3.30b
AD1-E4.10a
AD1-E4.10b
AD1-E4.10c
AD1-E4.20a
AD1-E4.20b
AD1-E5.01a
AD1-E5.01b
AD1-E6.01a
AD1-E6.01b
AD1-E6.03a
AD1-E6.03b
AD1-E6.03c
AD1-E6.03d
AD1-T0.02a
AD1-T4.01a
AD1-T4.01b
AD1-T4.01c
AD1-L1.1a
AD1-L1.2a
AD1-L1.2b
AD1-L1.2c
AD1-L1.4a
-
AD1-L1.5a
AD1-L1.6a
AD1-L1.6b
AD1-L1.6c
AD1-L1.7a
JEFFERSON NEW CLASSROOMS/MUSIC BUILDINGS
JOB WALK PARTICIPANTS 12/19/13
Did not prequalify
ABC School Equipment
Ahlborn Structural Steel
Air Systems
Aire Sheet Metal
Allen Specialties
All American Tile & Terrazzo
Anderson Carpet
Atlas Pellizzari Electric
Bay Cities Fire Protection
Berkeley Cement
Best Contracting
Boeger, Robert Plastering
Brady Air
Brown, Mike Electric
D&D Commercial Painting
Dasco Construction
DeHaro Ramirez
Del Monte Electric
Dinelli Plumbing
Dowdle & Sons Mechanical
DW Acoustics
Environmental Systems
Fremont Millwork
Galeb Paving
Gridline Masonry
Harrison Drywall
Intermountain Electric
Interstate Grading/Paving
ISEC
J.C. Metals
Jones, O.C.
Linden Steel & Construction
JEFFERSON NEW CLASSROOMS/MUSIC BUILDINGS
JOB WALK PARTICIPANTS 12/19/13
Maher, R.E.
Marquee Fire Protection
Masker
Meiswinkel, RFJ
MGM Drywall
MK Pipelines
Nalevia Wall
National Air Balance
National Electric
National Metal Fabricators
Nichols Concrete Cutting
Northern California Fence
Pacific Bay Masonry
Pioneer Contractors
Poms Landscape
Preston Pipelines
Progress Glass
Safway Services
Scaffold Solutions
Service Mechanical
Service Unlimited
Shepard Steel
Shumaker, J.L.
Systems Mechanical
t3
Thompson, Jerry & Sons
Trahan Mechanical
United California Glass & Door
United Comfort Solutions
Valdez Painting
Westmark Products
Zolman Construction
X
X
X
913 Willow Street, Suite 101
San Jose, CA 95125
T.408.292.2196
www.anla-associates.com
LANDSCAPE SUBMITTALS
The following is a list of submittals required by the contractor for all landscape related
specifications. This is not an exhaustive list and the contractor must refer to the specifications for
all instructions regarding submittals. This list is meant to aid to the contractor in ensuring that all
submittals are addressed at the appropriate time.
12 93 00 SITE FURNISHINGS
Prior to construction
1. Product data
Prior to substantial completion
1. Product warranties
2. Spare or replacement parts
3. Care instruction shipped with components
32 12 16.1 ASPHALT PAVING - PLAYGROUND
1. Material certificates
32 12 33.1 TENNIS COURT SURFACING
1. Material certificates
2. Reference list of past projects
32 13 13.1 LANDSCAPE CONCRETE WORK
1. Shop drawings reinforcement
2. Design mixes submittal
a. Concrete paving, pedestrian
b. Concrete paving, vehicular
c. Concrete steps, vertical walls and curbs
d. Concrete footings
32 14 00 – Unit Pavers
1. Product data
2. Samples for initial selection
3. Samples for verification
4. Qualification data
32 31 13 CHAIN-LINK FENCING AND GATES
1. Product Data, construction details, material descriptions, dimensions of individual
components and profiles, finishes of:
a. Fence posts
b. Gate posts
c. Rails
d. Fittings
e. Chain-link fabric
f. Chain-link fabric reinforcements
g. Chain-link fabric attachments
h. Gates
i. Hardware
j. Accessories: privacy slats
2. Samples for Initial Selection
3. Samples for Verification
a. Polymer-coated steal wire (for fabric) in 6-inch lengths
b. Polymer coating, in 6-inch lengths on shapes for posts, rails, wires, and gate framing and
on full-sized units for accessories
c. Vinyl slat material
4. Product Certificates
5. Strength test results for framing according to ASTM F 1043
6. Qualification Data for installer
7. Maintenance Data
a. Polymer finishes
b. Vinyl slats/privacy fencing
32 84 00 IRRIGATION SYSTEMS
1. Product data, including irrigation wire diagram of irrigation system
2. Operation and maintenance data
During construction:
1. Coordination drawings
2. Field quality-control test reports
3. Manufacturer certification of irrigation controller
At substantial completion:
1. Controller legend
2. Quick coupler keys and hose swivels
3. Record drawings
4. Irrigation guarantee
32 96 00 LANDSCAPE PLANTING
1. Product data
2. Samples for verification
a. Soil conditioner (1/2 c.f. each)
b. Bark mulch top dressing (1/2 c.f. each)
c. Edging materials and accessories, of manufacturer's standard size, to verifiy color
selected
3. Product certificates
a. Manufacturer’s certified analysis for standard products
b. Analysis of other materials by a recognized laboratory
4. Qualification data
5. Materials list
6. Material test reports for soils
7. Planting schedule
Prior to end of maintenance period:
1. Maintenance instructions
913 Willow Street, Suite 101
San Jose, CA 95125
T.408.292.2196
www.anla-associates.com
LANDSCAPE FIELD QUALITY CONTROLS
The following is a list of field quality control measures required of the contractor for all landscape
related specifications. This is not an exhaustive list and the contractor must refer to the
specifications for all instructions regarding these measures. This list is meant to aid to the
contractor in ensuring that all field quality control tests and measures are performed at the
appropriate time.
32 12 16.1 ASPHALT PLAYGROUND
After installation of asphalt
1. Test in-place asphalt concrete courses for compliance of:
a. Thickness
b. Base course
c. Surface course
d. Surface smoothness
1. Base course surface
2. Wearing course surface
32 14 00 UNIT PAVERS
Before installation of pavers
1. Install 7’x7’ mockup
32 84 00 IRRIGATION SYSTEMS
Prior to substantial completion
1. Irrigation system leak test
2. Irrigation controller and control valve operational test
3. Irrigation controls and safeties
4. Irrigation coverage test
Prior to end of maintenance period
1. Inspection by factory-authorized service representative to inspect field-assembled
components and equipment installation.
32 96 00 LANDSCAPE PLANTING
Prior to planting
1. Soil preparation
2. Layout of plants and headerboard
At substantial completion
1. Pre-maintenance review
2. Re-inspection as required
At end of maintenance period
1. Final review
2. Re-inspection as required
Project Tracking No.68924-18
DSA File # 41-H2
DSA Application # 01-111055
Rev. December 9, 2013
Jefferson High School
New Classrooms & Music Buildings
SECTION 00020
NOTICE TO BIDDERS
1.01
THE PROJECT IS
6996 Mission Street
Daly City, CA 94014
1.02
THE OWNER IS
699 Serramonte Boulevard
Daly City (San Mateo County)
California 94015-4132
1.03
THE ARCHITECT IS
AEDIS Architecture & Planning
387 S. First Street, Suite 300
San Jose, CA 95113
1.04
DESCRIPTION OF THE PROJECT
A.
The work regarding this project will be performed under the supervision of a Construction
Manager at Risk (Gonsalves & Stronck Construction Company, Inc.). Each prime
contractor wishing to bid a specific work scope or scopes must first prequalify as a
competent contractor capable of performing the scope they apply for under the criteria set
forth by the district. Prequalification packages must be submitted and approved prior to the
pre-bid job walk. Upon being accepted as a prequalified contractor and a low bidder, the
prime contractor will be issued a contract with the Construction Manager at Risk.
B.
The work of this contract is comprised of new steel framed buildings with stucco and
veneer siding.
1.
Installing and removing temporary fencing for security and safety of the
project.
2.
Demolition of existing portable foundations, underground utilities and paving
as required to install new work described in the drawings and contract
documents.
3.
Remove existing sidewalks to install a new site entry.
Section 00020-1
Notice to Bidders
DSA File # 41-H2
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
Install new underground, storm, sewage, gas, electrical, data, signal, fire
alarm, telephone and security wiring and conduits for relocated buildings.
Data will require a new fiber line. New sound and signal system systems
including clocks and speakers.
Earth work as required for new buildings, hardscape and landscape.
Installation of building foundations, erection, finishes and utilities as required
by documents.
Installation of chain link enclosures and fencing.
Procurement of hauling permits as required by the City of Daly City and the
maintenance of the haul routes. Permits as required by the National Pollutant
Discharge Elimination System (NPDES).
Coordinate with other district contractors.
All other work as described in the documents.
Pavement, patching of new trenches to connect to existing utilities.
Cleanup as required of debris created by construction and demolition.
Coordination of activities with the school site calendar as it relates to special
events (graduations, etc.).
Security of the construction site during construction.
Providing safe walkways for staff and students for any and all construction
activities on the site.
Site demolition and excavation to form and place new footings and retaining
walls.
Repairs to an existing bridge connecting buildings A, B and F including the
elevator tower. Bridge repair and associated site work will take place June 5
through August 1 in both 2014 and 2015.
Additional site work and modernization projects will be on-going on the site
at the same time limiting the contractor’s access to the site.
The work will be done between March 31, 2014 and November 30, 2015 (610 calendar
days.)
C.
Additional items included:
1.
Discharge Elimination System (NPDES). Cost of the permits will be
reimbursed by the district for the cost of the permit including no mark-up or
administration fees. Each subcontractor will be responsible for the
procurement of this permit as it pertains to their scope of work.
2.
Special protection required for preservation of existing finishes.
3.
4.
Section 00020-2
Notice to Bidders
DSA File # 41-H2
1.05
DRAWINGS AND SPECIFICATIONS
Drawings and specifications pertaining to this project will be available on December 9, 2013 at:
ARC Document Solutions
835 West Julian Street
San Jose, CA 95126
Main: 408.295.5770 | fax: 408.286.7122
e-mail: planwell.sj@e-arc.com,
PlanWell Department, contact Reg Berti
www.e-arc.com
Cost is approximately $210.00 per complete set.
Documents are also available on line at the District website: www.JUHSD.net.
Please note that you will need to obtain a voucher from Aedis Architecture and Planning in
order for ARC to release plans. Please contact Aedis at (408) 300-5160 or
www.aedisgroup.com.
BID FORM
A.
Sealed bids will be received by the Jefferson Union High School District not later than
2:00 PM on Thursday, January 23, 2014 for the Jefferson New Classrooms & Music
Buildings. All bids shall be either hand-delivered in person or delivered by mail not later
than the above time and date. Each bid package must be delivered in separate envelopes to:
Board of Trustees of the Jefferson Union High School District
Reference: Jefferson High School New Classrooms & Music Buildings
699 Serramonte Boulevard, Suite 100
Daly City, California 94015-4132
B.
All bids shall be made on Bid Forms provided by the District, without any alteration.
Section 00020-3
Notice to Bidders
DSA File # 41-H2
C.
All bidders must be prequalified to submit a bid form and have attended the pre-bid job
walk.
1.06
PRE-BID CONFERENCE
A mandatory pre-bid job walk for all subcontractors prequalified to bid the project
will be held Thursday, December 19, 2013 at 10:00 AM, at the Jefferson High
School Flag Pole, 6996 Mission Street, Daly City, CA 94014. Proof of attendance will
be verified by the Signature on the pre-bid job walk sign-in sheet. All bidders must
attend this mandatory job walk.
1.07
PROJECT TIME LINE
•
To Board for Approval
08/04/09
•
•
•
•
Plans to DSA for Back Check
First Advertisement for Sub Prequals
Second Advertisement for Sub Prequals
Sub Prequals Due
09/10/13
10/11/13
10/18/13
10/25/13 (10 AM)
•
•
•
•
Prequals Notified
Plans to District from DSA
Plans to Subs and Posted on Web
Mandatory Job Walk
11/12/13
12/06/13
12/09/13
12/19/13 (10 AM)
•
•
•
•
•
•
Background Check
RFI's Due to Architect/District
Addendums Emailed
Bid Opening
Gonsalves & Stronck/District Review Bids
Bid Notice to Superintendent's Office
completed in prequal
01/02/14
01/20/14 (noon)
1/23/14 (2 PM)
01/24/14
1/30/14 (spcl del to Brd)
•
•
•
Bids to Board for Award
Notice of Award to Subcontractors
Schedule of Values Due
02/04/14
02/05/14
02/11/14
•
•
•
•
Copy of Subcontracts Due to District
Bonds/Insurance/Agreement Due
Notice to Proceed
Pre-Construction Meeting
02/18/14
02/18/14
02/19/14
02/19/14
•
Submittals Due to Architect
02/25/14
Section 00020-4
Notice to Bidders
DSA File # 41-H2
•
Submittals Back to Contractor
03/25/14
•
•
•
•
Start/End of Construction
Punch List/Bldg Commissioning
Closeout Documents to Dist/Arch
Partial Occupancy
3/31/14 - 11/30/15 (610 days)
11/30 thru 12/30/15
11/30/15
11/30/15
•
December 2015 (based on actual completion)
•
Notice of Completion to Board
Notice of Completion to County
Final Payment to Contractor
•
•
IOR Inspector
Architect
Keith Gilbert
Glenn Ly
•
December 2015 (based on actual completion)
Based on completion.
END OF SECTION
Section 00020-5
Notice to Bidders
DSA File # 41-H2
SECTION 00100
INSTRUCTIONS TO BIDDERS
PART 1 - GENERAL
1.01
1.02
INSTRUCTIONS TO BIDDERS
A.
Instructions to Bidders is the American Institute of Architects" AIA Document
A701, "Instructions to Bidders," Fourth Edition, 1987 Edition, 5 pages, which is
made part of the Project Manual with the same force and effect as though set forth
in full.
B.
AIA Document A201 may be purchased separately from The American Institute of
Architects at the following locations:
1.
San Francisco Chapter, 130 Sutter Street, San Francisco CA 94109
(415) 362-7397.
THE PROJECT IS
Jefferson High School New Classrooms & Music Buildings
6996 Mission Street
Daly City, CA 94014
1.03
THE OWNER IS
California, 94015-4132
1.04
THE ARCHITECT IS
AEDIS Architecture & Planning
387 S. First Street, Suite 300
San Jose, CA 95113
Section 00100-1
Instructions to Bidders
DSA File # 41-H2
1.05
DESCRIPTION OF THE PROJECT
A.
B.
The work regarding this project will be performed under the supervision of a
Construction Manager at Risk, Gonsalves & Stronck Construction Company, Inc.
Each prime contractor wishing to bid a specific work scope or scopes must first
prequalify as a competent contractor capable of performing the scope they apply for
under the criteria set forth by the district. Prequalification packages must be
submitted and approved prior to the pre-bid job walk. Upon being accepted as a
prequalified contractor and a low bidder, the prime contractor will be issued a
contract with the Construction Manager at Risk.
The work of this contract is comprised of new steel framed buildings with stucco and
veneer siding.
1.
Installing and removing temporary fencing for security and safety of the
project.
2.
Demolition of existing portable foundations, underground utilities and paving
as required to install new work described in the drawings and contract
documents.
3.
Remove existing sidewalks to install a new site entry.
4.
Install new underground, storm, sewage, gas, electrical, data, signal, fire
alarm, telephone and security wiring and conduits for relocated buildings.
Data will require a new fiber line. New sound and signal system systems
including clocks and speakers.
5.
Earth work as required for new buildings, hardscape and landscape.
6.
Installation of building foundations, erection, finishes and utilities as required
by documents.
7.
Installation of chain link enclosures and fencing.
8.
Discharge Elimination System (NPDES).
9.
10. All other work as described in the documents.
11. Pavement, patching of new trenches to connect to existing utilities.
12. Cleanup as required of debris created by construction and demolition.
13. Coordination of activities with the school site calendar as it relates to special
events (graduations, etc.).
14. Security of the construction site during construction.
15. Providing safe walkways for staff and students for any and all construction
activities on the site.
16. Site demolition and excavation to form and place new footings and retaining
walls.
Section 00100-2
DSA File # 41-H2
17.
Repairs to an existing bridge connecting buildings A, B and F including the
elevator tower. Bridge repair and associated site work will take place June 5
through August 1 in both 2014 and 2015.
18.
Additional site work and modernization projects will be on-going on the site
at the same time limiting the contractor’s access to the site.
The work will be done between March 31, 2014 and November 30, 2015 (610 calendar
days).
C.
Additional items included
1.
Discharge Elimination System (NPDES). Cost of the permits will be
reimbursed by the district for the cost of the permit including no mark-up or
administration fees for each subcontractor.
2.
Special protection required for preservation of existing finishes.
3.
4.
Section 00100-3
DSA File # 41-H2
1.06
DOCUMENTS
Drawings and specifications pertaining to this project will be available on December 9,
2013 at:
ARC Document Solutions
835 West Julian Street
San Jose, CA 95126
Main: 408.295.5770 | fax: 408.286.7122
e-mail: planwell.sj@e-arc.com,
PlanWell Department, contact Reg Berti
www.e-arc.com
Cost is approximately $210.00 per complete set.
Documents are also available on line at the District website: www.JUHSD.net.
Please note that you will need to obtain a voucher from Aedis Architecture and Planning in order
for ARC Document Solutions to release plans. Please contact Aedis at (408) 300-5160 or
www.aedisgroup.com.
1.07
EXAMINATION OF SITE AND CONTRACT DOCUMENTS
Each bidder shall visit the site of the proposed work and fully acquaint
himself/herself with the conditions relating to the construction and labor so that he/she may
fully understand the facilities, difficulties, and restrictions attending to the execution of the
work under the contract. A mandatory pre-bid job walk for all prequalified
subcontractors will be held on Thursday, December 19, 2013 at 10:00 AM at the
Jefferson High School flag pole, 6996 Mission Street, Daly City, CA 94014. Proof of
attendance will be verified by the signature on the pre-bid job walk sign-in sheet. All
bidders must attend this mandatory job walk.
Execution of the contract is a representation that the contractor has examined all conditions
affecting the work and is fully familiar with all those conditions.
Section 00100-4
DSA File # 41-H2
A.
Each bidder shall thoroughly examine and become familiar with the drawings and
specifications. The failure or omission of any bidder to receive or examine any
bidding document, form, instrument, addendum, or other document or to visit the
sites and acquaint himself/herself with conditions there existing shall not relieve
that bidder from obligations with respect to his/her bid or to the contract.
B.
Contractor is informed that this is a DSA project. All project correspondence must
be kept and submitted (i.e., submittals, billings, RFIs, change orders, etc.) per DSA
project application number. This applies to the Construction Manager at Risk and
all subcontractors and suppliers involved in the project. In addition, one complete,
up-to-date set of documents must be kept on the school site at all times for the use
of the IOR and DSA. In addition, per CBC, a current copy of the CCR Title 24 Part
1 and Part 2 requirements must be kept on site at all times for the use of the IOR
and DSA.
C.
The contractor will be totally responsible for maintaining security on the site during
the construction period. It will be the contractor’s responsibility to coordinate with
the District for access.
D.
Pursuant to District Policy, the contractor is hereby notified that smoking, alcoholic
beverages or drugs are not allowed on school grounds. No exceptions will be made.
This includes the inside of any contractor trailers or containers, as long as they are
sitting on school property. The general contractor will be responsible for enforcing
this District Policy. Each violation of this policy will result in a $500.00 deduction
from the final contract amount.
E.
The contractor is responsible for all utility location prior to any excavation or
demolition, including in slab electrical conduits and plumbing lines, etc. The as
built documents provided by the district are to be used for reference only.
F.
The contractor is responsible for the maintaining of all existing mechanical,
plumbing, electrical, sprinkler and phone systems utilized by the existing school
site. The contractor shall repair any systems that are damaged as a result of work
performed by the contactor to as good as or better than the original condition of the
work damaged. Additionally, any system modified as a result of work done under
the contract shall be brought up to the specifications of the current code.
Section 00100-5
DSA File # 41-H2
G.
1.08
1.09
It is the contractor’s responsibility to verity that all grades are correct prior to
placement of concrete walks, ramps or walls to insure they allow water to flow
away from all structures. Notify Architect immediately in the case of a discrepancy.
Any concrete or hard scape material placed by the Contractor directing water
toward the building structures will be removed and properly re-installed at the
contractor’s expense without an extension of time issued to the contractor.
PRE-BID CONFERENCE
A.
A mandatory pre-bid job walk will be held in the location as described in Section
1.07.
B.
Bidders should have become thoroughly familiar with the terms and conditions of
the bidding documents and local conditions (permits, etc.) affecting the
performance and costs of the work prior to attending this conference.
C.
Representatives from the District, CM at Risk and the Architect's office will be
present to answer questions regarding the project. It is required that all sub
contractors bidding the project be present at this job walk.
INTERPRETATION OF DRAWINGS AND SPECIFICATIONS
The District shall have no responsibility for the interpretation of the bidding documents.
Questions needing clarification shall be directed to the office of the Architect & CM at Risk in
writing and a copy sent to the district office (Attention Bob Devine) for information purposes
only.
1. AEDIS Architecture & Planning, 387 S. First Street, Suite 300, San Jose, CA 95113
PH: 408-300-5160
Attention: Glenn Ly, gly@aedisarchitects.com
2. Gonsalves & Stronck Construction Company, Inc. 1000 Washington Street, San
Carlos, CA.94070-5319 PH: 650-802-2960
Attention: Keith Gonsalves, kgonsalves@gs-construction.com
3. JUHSD, 699 Serramonte Boulevard, Suite 100, Daly City, CA. 94015-4132
PH: 650-550-7932
Attention: Bob Devine, rdevin@juhsd.net
Section 00100-6
DSA File # 41-H2
Interpretation or correction of the drawings and specifications will be made only by addendum.
A copy of such addendum will be issued to each person, firm, or corporation holding bidding
documents and listed with the district office. Oral interpretation of any provision in the bidding
documents will not be made to an individual bidder.
1.10
1.11
SUBSTITUTIONS DURING BIDDING
A.
Proposals shall be based on products and systems specified in bidding documents
or listed in addenda.
B.
Contractors and materials suppliers may request substitutions to be accepted by
Architect.
C.
Substitution Procedures:
1.
Submit requests are due prior to bid by January 10, 2014. Substitutions
requested after that date may not be considered. Products acceptable to the
Architect will be published in the addendum prior to bid.
2.
Request shall contain sufficient information to assess acceptability of product
or system; insufficient information shall be grounds for rejection.
3.
Accepted substitutions shall be listed in addenda.
4.
Substitutions may be requested for any product specified unless otherwise
noted. Note that no substitutions will be allowed for District Standard
materials, which include but are not limited to: door closures, locksets and
hinges, toilet partitions, carpet, VCT, ceramic tile or other items specified as
such in the bid documents.
PROPOSAL
A.
Bids shall be submitted upon the proposal forms provided in the Project Manual,
properly executed, with all blank spaces properly filled in. The proposal form shall
be submitted without interlineations, alterations, or erasures to the bid items listed.
Any unauthorized additions, limitations, conditions, or provisions attached to the
proposal form will not be considered. Bids shall not contain any recapitulation of
the work to be done. No telegraphic or telephonic proposals or modifications of bid
items will be considered.
B.
No bids received after the scheduled closing time for receipt of bids will be
considered, and if so received, they will be returned to the bidders unopened. It is
the sole responsibility of the bidder to see that a bid is received in proper time.
Section 00100-7
DSA File # 41-H2
C.
No person, firm, or corporation shall be allowed to file more than one proposal for
each individual package of this project. All signatures shall be in long hand by the
principal duly authorized to make contracts. The bidder's legal name shall be fully
stated.
Each bid shall be addressed to the Board of Trustees of the Jefferson Union High
School District, Reference: Jefferson High School New Classrooms & Music
Buildings and shall be delivered to the District Office, 699 Serramonte Blvd., Suite
100, Daly City, California 94015 on or before, Thursday, January 23, 2014 at
2:00 P.M. The bid must be enclosed in a sealed envelope bearing the title of the
work, the name of the bidder, the date and hour of the opening, and specific bid
package identification.
D.
1.12
The District shall not be responsible for errors or omissions in the bid.
QUALIFICATIONS OF BIDDERS
A.
All Subcontractors whose contract is $10,000.00 or more are required to be
pre-qualified with the District.
B.
Pursuant to Section 1706 of the Public Contracts Code, each bid shall be
accompanied by a Noncollusion Declaration on the form provided in the Project
Manual, duly executed by the bidder.
C.
Each bid shall also be accompanied by a Bidders Qualification statement on the
form provided in the Project Manual, duly executed by the bidder.
D.
The bidder's responses to the Bidder's qualification Statement shall be executed by
the bidder and verified under oath by the bidder in the same manner in which civil
pleading in civil actions are verified. The responses and accompanying financial
statements shall not be public records and shall not be open to public inspection
pursuant to Public contract Code section 20111.5
E.
In order to be deemed a responsible bidder, a bidder must have the quality, fitness
and capacity to satisfactorily perform the proposed work. The District reserves the
right to consider any factors pertinent to the proposed work in its evaluation of the
bidders. A bidder must have substantial construction experience in public works
construction and sufficient completion ability, financial resources, bonding
capacity, and insurability in order to be deemed responsible. The minimum
qualifications for a responsible bidder include the following:
Section 00100-8
DSA File # 41-H2
1.
The bidder and the bidder's field supervisor for the project have successfully
completed, within the last five years, at least three public works construction
contracts of comparable scope, type, value and complexity.
2.
The bidder must be able to obtain performance and payment bonds for the
full amount of the contract from a surety company authorized to do business
in California with a Best's rating of A-VIII or higher.
3.
The bidder must be able to obtain CGL liability insurance coverage in the
amount or $2,000,000 from an insurance carrier authorized to do business in
California with a Best's rating of A-VIII or higher.
4.
The bidder must be able to obtain property insurance coverage in the amount
of the contract from an insurance carrier authorized to do business in
California with a Best's rating of A-VII or higher.
5.
The bidder must have a net worth sufficient to be able to complete the project
package as evidenced by financial statements for the last fiscal year that have
been audited and for the last month that have been reviewed by a Certified
Public Accountant.
6.
The bidder or any officer of bidder or any employee of bidder who has a
proprietary interest in bidder or the superintendent for the project must not
have been disqualified, removed or otherwise prevented from bidding on or
completing a federal, state, or local project because of a violation of a law or
safety regulation.
7.
The bidder must not have incurred within the past five years more than one
sustained claim of $50,000 or greater from an owner or a surety based on
poor workmanship, incomplete performance or unexcused delays in
completion.
8.
The bidder must not have failed, on more than one occasion in the last five
years, to receive a recovery of at least 50% of the amount in dispute, not
including attorneys' fees and costs, for claims filed against owners for extra
compensation.
9.
The bidder must not have a history or a pattern of violating federal, state, or
local laws that govern worker pay, safety, conditions or training.
Section 00100-9
DSA File # 41-H2
10.
F.
1.13
1.14
If the bidder intends to perform work with its own forces, the bidder must
show proof of successfully completing three similar projects with its own
forces for that specific type of work. If the bidder can not show proof of
being capable to perform such work with its own forces, then said work must
be subcontracted to a licensed specialty contractor who is, and can show
being, capable of performing such specific work on at least 5-similar projects
within the last 5-years.
The District retains the right to accept insurance or bonds from a carrier or surety
that has a comparable rating from some rating source other than Best's that the
District deems comparable.
BID SECURITY (Required for bids of at least $100,000.00.)
A.
Each bid shall be accompanied by a Bid Bond on the form designated in the Project
Manual, duly executed by the bidder as principal and a corporation authorized to do
business in the State of California as surety, naming the Jefferson Union High
School District as obligee; or a cashier's check or certified check certified without
qualification drawn on a solvent bank of the State of California, in the amount of
10% of the base bid and made payable to the Jefferson Union High School District.
B.
The bidder's bond shall guarantee payment of actual damages in case the successful
bidder fails to file satisfactory bonds as required by the Bidding Documents or fails
or refuses to enter into a contract within five days after Notice of Award by the
District. If the bid is not accepted by the District within ninety days after the date
set for the opening of bids or if the bidder to whom the contract is awarded,
executes and delivers to the District the required Contract Documents, the bid bond
or the amount of the certified or cashier's check will be returned to the bidder.
C.
The bid bond or the amount of the certified or cashier's check of each unsuccessful
bidder will be returned to the bidder immediately following the award of the
contract. If no contract is awarded, the bid bond or the amount of the certified or
cashier's check or bid bond of all bidders will be returned to the bidders
immediately following the rejection of all bids.
BONDS REQUIRED BY THE CONTRACT DOCUMENTS ( Not Used)
A.
The successful bidder, simultaneously with the execution of the Agreement, shall
furnish a Payment Bond and a Performance Bond, each in an amount equal to
100% of the Contract Price, each secured from a surety company authorized to do
business in California with a Best's rating of A-VIII or higher.
Section 00100-10
DSA File # 41-H2
1.15
1.16
B.
The Payment Bond will be released six months after completion of project. The
Performance Bond will be reduced by 90% at completion. The remaining 10% will
be released at the end of one year from acceptance of the project provided any
deficiencies in the work have been corrected.
C.
Subcontractors shall be required to submit faithful performance and payment
bonds, and this requirement shall be specified in the prime contractor’s written or
published request for sub bids in accordance with Public Contract Code Section
4108.
LISTING OF SUBCONTRACTORS
A.
Each bidder shall submit a list of the proposed subcontractors who will perform
work or labor or render service to the bidder for a value in excess of one-half of one
percent (1/2% or any amount over $12,050.00) of the bid as required by the
Subletting and Subcontracting Fair Practices Act (Government Code Section 4100,
et. seq.)
B.
Subcontractors to the subcontractors performing work in excess of $10,000.00
must show proof of performing similar work to this project, in size and scope on
five past projects, within the last five years. Within 24 hours of the bid, the three
apparent lowest bidders shall submit a list of the proposed subcontractors that are to
be used on the project whose value of work is at least $10,000.00. Within 72 hours
of the bid, the three apparent lowest bidders shall submit to the District the
qualification statements of those subcontractors. Failure to do any of the above may
render the bid non-responsive.
C.
The form for this purpose is included in the proposal form.
D.
If bidder elects to perform work with its own forces in lieu of listing a
subcontractor for such work, the bidder’s attention is called to item 1.12 E.10
above, which requires bidder to show proof of the capability to perform such
specific work with its own forces.
WITHDRAWAL OF BIDS
A.
Any bidder may withdraw his/her bid either personally, by written request, or by
telegraphic request confirmed in the manner specified above at any time prior to the
scheduled closing time for receipt of bids.
B.
Bids may not be withdrawn for ninety (90) calendar days after submittal or for such
extension as may be subsequently agreed in writing.
Section 00100-11
DSA File # 41-H2
1.17
1.18
DISQUALIFICATION OF BIDDERS
A.
No bid will be accepted from a bidder in arrears to the Jefferson Union High
School District, or who is a defaulter to a surety.
B.
No bid will be accepted from a bidder who is not licensed in accordance with the
provisions of chapter 9, Division 3 of the Business and Professions code.
GOVERNING LAWS AND REGULATIONS
A.
Worker's compensation: Pursuant to the requirements of Section 1860 of the Labor
Code, the successful bidder will be required to secure the payment of compensation
to its employees in accordance with the provisions of Section 3700 or the Labor
Code. Prior to the commencement of work, the contractor shall sign and file with
the District a certification in the form provided by the District.
B.
Apprentices: The successful bidder will be required to conform to the provisions in
sections 1777.5, 1777.6, and 1777.7 of the Labor Code concerning the employment
of apprentices by his/her or any subcontractor under him or her.
C.
Anti-Discrimination: The successful bidder will be required to comply with all
provisions of executive Order No. 10925 of March 6, 1961, as amended, and all
rules, regulations, and relevant orders of the Presidents Committee on Equal
Employment opportunity. No discrimination shall be made in the employment of
persons because of the race, color, religious creed, national origin, ancestry,
physical handicap, medical condition, marital status, or sex of such persons.
D.
Prevailing Wage: The successful bidder will be required to pay not less than the
prevailing rate of per diem wages as determined by the Director of the California
Department of Industrial Relations in accordance with section 1770 of the Labor
Code.
E.
Hours of Labor: The successful bidder will be required to comply with
requirements of sections 1810 to 1815, inclusive, of the Labor code.
F.
California Education Code 17076.11 states: Any school district using funds
allocated pursuant to this chapter for the construction or modernization of a school
building, shall have a participation goal of at least 3 percent, per year, of the overall
dollar amount expended each year by the school district, for disabled veteran
business enterprises (DVBE). Refer to Document 00310 for requirements.
Section 00100-12
DSA File # 41-H2
1.19
LIQUIDATED DAMAGES
A.
1.20
1.21
Should the Subcontractor fail to complete his contract within the contract times,
due allowance being made for unavoidable delays, the Contractor will pay the
Jefferson Union High School District the sum of $1,000.00 per calendar day (as
published in the Supplementary Conditions) for each day the work remains
uncompleted beyond the contract time as liquidated damages, and not as a penalty,
it being expressly stipulated that it would be impracticable and extremely difficult
to fix the actual amount or damage.
EVALUATION AND CONSIDERATION OF BIDS
A.
The contract, if awarded, will be awarded to the responsible bidder submitting the
lowest qualified bid price based on base bid which is in compliance with these
Instructions and the Notice to Bidders. In order to be deemed a responsible bidder,
a bidder must have the quality, fitness and capacity to satisfactorily perform the
proposed work. The District reserves the right to consider any factors pertinent to
the proposed work in its evaluation of the bidders. A bidder must have substantial
public works construction experience and sufficient completion ability, financial
resources, bonding capacity, and insurability in order to be deemed responsible.
B.
The competence and the responsibility of bidders and of their proposed
subcontractors will be considered in making the award of contract. Any bidder,
before being awarded a contract, may be required to furnish evidence satisfactory
to the District that he/she and his/her proposed subcontractors have sufficient
means and experience in the type of work called for to assure completion of the
contract in a satisfactory manner. The District reserves the right to reject the bid of
any bidder who has previously failed to perform properly or to complete on time
contracts of a nature similar to this project.
C.
The District reserves the right to reject any or all bids and to waive any informality
or irregularity in the bids or in the bidding. The District reserves the right to reject a
bid or revoke a determination of the lowest responsible bidder if the District
determines that any information provided by the bidder or its subcontractors was
incomplete, misleading, or inaccurate in any material way.
FORM OF AGREEMENT
A.
The Agreement for the work will be written on AIA Document A201, 1997,
standard Form of Agreement between Owner and contractor where the Basis of
Payment is a stipulated sum. A copy of the form of agreement is provided in the
Project Manual.
Section 00100-13
DSA File # 41-H2
1.22
COMMENCEMENT OF WORK
A.
The Contractor shall begin work within five (5) calendar days after District's
written Notice to proceed and complete the work in accordance with the
specifications attached, to the entire satisfaction of the Jefferson Union High
School District and within the contract time, due allowance being made for delays
beyond the Contractor's control as outlined elsewhere.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
Section 00100-14
DSA File # 41-H2
Rev. January 17, 2014 RWD
SECTION 00300
PROPOSAL FORMS
PART 1 - GENERAL
1.01
PROJECT
In compliance with the Contract Documents for the Project:
6996 Mission Street
Daly City, CA 94014
Name of Company Submitting Bid (please print):
________________________________________________________________________
Bidding Bib Package #:___________________________________
Bid Amount: (written)_________________________________________$____________
Having carefully examined the site of the work; and having carefully examined the
Drawings dated _______________________________________ and the Project Manual
dated _______________________________________ prepared by AEDIS Architecture
& Planning; and having carefully examined addenda as follows:
Addendum No. 1, dated
(List all others)
We, the Contractor, based on the above documents, shall furnish all labor, materials,
storage, transportation, permits (when stipulated), and taxes called for by them for the
following stipulated sums as set forth below for the following item of work:
•
Please select the Bid Package you are bidding by checking the box next to that
package on the following pages. Additionally please also check the box for the
particular specification section you are bidding under the specification section.
Section 00300B-1
Proposal Forms
DSA File # 41-H2
Bid Packages
Bid Package 1: Concrete Work
Includes all work in complete specification sections 00020 through 01 35 13 and 31000 Concrete Forming; 31513 – Water stops - New; 33000- Cast-In-Place Concrete; 35300Concrete Topping; 321212.1 - Cement Concrete Paving; 312316.1 – Trenching;
312323.1 – Backfill; 072600 – Under Slab Vapor Barrier; 321313.1 – Cement Concrete
Paving, less qualifications or exculsions ( List under Qualifications/Exclusions Section).
In addition to the work outlined in the specification sections contained within Bid
Package #1, this bid package will also be responsible for the following:
a.
Layout, Excavate for footings and foundations
b.
Removal of spoils
c.
Supply and install all formwork, rebar, and concrete indicated on architectural and
structural drawings.
d.
Supply and install all required expansion joints and caulking
e.
Install all embedded items supplied by others
f.
Install all steel anchor bolts supplied by others
g.
Furnish & install truncated domes at D.A. ramps
h.
Concrete stair fill @ metal framed stairs
i.
Concrete knee wall
j.
3” wide contrasting warning stripes @ stairs
k.
Concrete column base & reveal
l.
Stair step nosing per Detail 12/A9.06 & 11/A9.06
m.
Housekeeping pads for other trades
n.
Drilled concrete piers complete
Section 00300B-2
Proposal Forms
DSA File # 41-H2
o.
15 Mil Stego. Wrap
p.
Supply and install drilled dowels
q.
Clean-up of concrete debris on a daily basis
r.
Patching & sacking as required
s.
Patch existing concrete paving 25, 28/A6.03
t.
All toilet rooms have a 6” concrete curb
u.
All concrete corners shall have ½ bevel typ.
v.
All concrete to have hand tooled joints. No saw cut joints allowed
w.
8” cane detectable concrete curb
x.
Integral color cement per note 1/A3.06
Bid Package 1A: Shot Crete
Includes all work in complete specification sections 00020 through 01 35 13 and 33713 Shot Crete, less qualifications or exculsions ( List under Qualifications/Exclusions
Section).
Package #1A, this bid package will also be responsible for the following:
a.
Formwork as required
b.
Rebound removal
c.
Shot Crete benches per note 11/A3.04
Section 00300B-3
Proposal Forms
DSA File # 41-H2
Bid Package 2: Concrete Reinforcing
Includes all work in complete specification sections 00020 through 01 35 13 and 032000
– Concrete Reinforcing, less qualifications or exculsions ( List under
Qualifications/Exclusions Section).
a.
Lowering and hoisting of rebar
b.
Rebar protection caps
Bid Package 3: Brick Masonry
– Brick Masonry, less qualifications or exculsions ( List under Qualifications/Exclusions
Section).
a.
Supply and install thin brick veneer in accordance with the plans and
specifications.
b.
All substrate is by others.
Bid Package 4: Structural Steel
Includes all work in complete specification sections 00020 through 01 35 13 and 05120 –
Structural Steel; 053100 – Steel Decking; 055000 – Metal Fabrications; 055150 –
Aluminum Access Ladders; 055200 – Metal Railings; 055300 – Gratings, less
qualifications or exculsions ( List under Qualifications/Exclusions Section).
Section 00300B-4
Proposal Forms
DSA File # 41-H2
a.
Metal bracket supports for countertops
b.
H.S.S. walkway columns
c.
Structural support of decking openings
d.
Metal decking closures
e.
3” I.D. x .216” galvanized steel pipe rainwater leader and rainwater leader
anchorage.
See 13,14,15/A8.21
f.
Roof access ladder & pit ladder per 3/A9.06
g.
Tube steel gates
h.
Guardrail at covered walkway
i.
Steel handrails
j.
10 ga. Metal plate welded to (E) column per 12/A8.25
Bid Package 5: Sheet Waterproofing
– Self- Adhering Sheet Waterproofing, less qualifications or exculsions ( List under
Bid Package 6: Insulation
– Thermal Insulation, less qualifications or exculsions ( List under
Section 00300B-5
Proposal Forms
DSA File # 41-H2
Bid Package 7: Roofing
– Roof Deck and Insulation; 073113 – Asphalt Shingles; 075500 – Modified Bitumen
Hot Applied, less qualifications or exculsions ( List under Qualifications/Exclusions
Section).
a.
T-24 compliant coating, over Rigid Insulation over 2-Ply vapor barrier
b.
4” integral OSB/R-22 rigid insulation over vapor barrier at asphalt shingles
c.
Roof scupper per 8,9/A8.21 and note 21/A3.02
Bid Package 8: Metal Ceiling & Soffit Panels
– Metal Ceiling Panels; 074213 – Metal Soffit Panels, less qualifications or exculsions (
List under Qualifications/Exclusions Section).
Bid Package 9: Applied Fireproofing
– Applied Fireproofing, less qualifications or exculsions ( List under
Bid Package 10: Doors/Frames/Hardware
Includes all work in complete specification sections 00020 through 01 35 13 and
08 11 13.16 – Custom Hollow Metal Doors & Frames
08 14 16 – Flush Wood Doors
08 71 00 – Door Hardware, less qualifications or exculsions ( List under
Section 00300B-6
Proposal Forms
DSA File # 41-H2
Bid Package 11: Glass & Glazing
– Aluminum Framed Entrances & Storefronts; 084400 – Glazed Aluminum Curtain
Walls; 085113 – Aluminum Windows; 088100 – Glass & Glazing; 099100 – Louvers &
Vents, less qualifications or exculsions ( List under Qualifications/Exclusions Section).
a.
Aluminum louver screen wall per note 7/A3.20 and P/A8.05, VA8.07
b.
Aluminum louver per Detail 17/A10.03
c.
All sealants required for your work
d.
Finish hardware for aluminum doors per 08 71 00 – Door Hardware
Bid Package 12: Skylights
– Metal-Framed Skylights; 089050 – Translucent Skylight Panels, less qualifications or
exculsions ( List under Qualifications/Exclusions Section).
Bid Package 13: Drywall
– Cold Form Metal Framing; 092116 – Gypsum Board Assemblies, less qualifications or
Section 00300B-7
Proposal Forms
DSA File # 41-H2
a.
Scaffolding for your work
b.
In wall backing for other trades, see 2,6/A9.02
c.
1” thick core board for hourly rating of 1 hour minimum.
d.
Gyp board soffit per note 2/A4.01
e.
Metal framing for column covers
f.
5/8 Glass-mat gypsum sheathing
g.
Cement backer board for ceramic tile
Bid Package 13A: Plaster
– Portland Cement Plaste, less qualifications or exculsions ( List under
Package #13A, this bid package will also be responsible for the following:
a.
Cement plaster over gyp board soffit
b.
Cement plaster behind thin brick veneer
c.
Cement plaster soffits
d.
Integral color for exterior plaster 11/A8.26
Bid Package 14: Ceramic Tile
Section 00300B-8
Proposal Forms
DSA File # 41-H2
– Ceramic Tiling, less qualifications or exculsions ( List under Qualifications/Exclusions
Section).
a.
Mortar leveling bed
b.
5/8 Tile backer board
Bid Package 15: Acoustical Ceilings
– Acoustical Panel Ceilings; 095123 – Acoustical Tile Ceilings; 098433 – SoundAbsorbing Wall Panels, less qualifications or exculsions ( List under
a.
Provide wires for light fixtures and HVAC registers
Bid Package 16: Flooring
– Resilient Base and Accessories; 096519 – Resilient Tile Floor; 096813 – Tile
Carpeting, less qualifications or exculsions ( List under Qualifications/Exclusions
Section).
a.
Minor floor prep as required
Bid Package 17: Painting/Wall Covering/Water Repellents
Section 00300B-9
Proposal Forms
DSA File # 41-H2
– Painting; 097216 – Vinyl Coated Fabric Wall Coverings; 0719000 – Water Repellents,
less qualifications or exculsions ( List under Qualifications/Exclusions Section).
Bid Package 18: Specialties/Equipment
– Visual Display Surfaces; 101400 – Signage; 102113 – Toilet Compartments; 102800 –
Toilet Accessories; 104400 – Fire Protection Specialties; 105613 – Metal Grid Shelving;
115213 – Projection Screens; 115300 – Laboratory Equipment, less qualifications or
a.
Signage - Plaque
Bid Package 19: Window Coverings
– Horizontal Louver Blinds; 122414 – Roller Shades, less qualifications or exculsions (
Bid Package 20: Educational/Library Casework
– Educational/Library Casework, less qualifications or exculsions ( List under
a.
Chemical resistant countertops
b.
Epoxy lab sinks
c.
Furnish wood trim for windows, similar to 3, 9, 21/A10.03
Section 00300B-10
Proposal Forms
DSA File # 41-H2
d.
Flammable storage cabinets
e.
Chemical storage cabinets
f.
Cabinet Hardware
Bid Package 21: Elevator
– Hydraulic Elevators, less qualifications or exculsions ( List under
Bid Package 22: Fire Suppression
– Basic Fire Sprinkler Material & Methods; 211000 – Fire Protection, less qualifications
or exculsions ( List under Qualifications/Exclusions Section).
a.
Work to begin 6” A.F.F.
Bid Package 23: Plumbing
– Basic Plumbing Materials & Methods; 220800 – Commissioning Plumbing Systems;
221000 – Plumbing Piping Systems; 224000 – Plumbing Fixtures; 225000 – Plumbing
Equipment; 312316.1 – Trenching; 312323.1 – Backfill, less qualifications or exculsions
( List under Qualifications/Exclusions Section).
a.
Drinking fountain on pedestal per Detail 25/A1.05
b.
Epoxy lab sinks
c.
Emergency shower & eyewash
Section 00300B-11
Proposal Forms
DSA File # 41-H2
d.
Metal flashing sleeves per Detail 25/A8.21
e.
Gas line and gas pressure regulator
f.
Acid neutralization tank complete
Bid Package 24: HVAC & Sheet Metal & Integrated Automation
– Basic HVAC Materials and Methods; 230800 – Commissioning of HVAC; 238000 –
Heating, Ventilating and Air Conditioning;250050 – Basic Automation Materials &
Methods; 255000 – Integrated Automation Facility Controls; 076000 – Sheet metal
Flashing & Trim; 089100 – Louvers & Vents, less qualifications or exculsions ( List
under Qualifications/Exclusions Section).
a.
Fume Hoods
b.
Sheet metal flashings, reglets, cap flashings, gutters, closure strips, saddle
flashings per sheet A8.21
c.
Splash pan at rainwater leaders, see 15/A8.21
d.
Continuous Kynar finished cont. aluminum drip flashing per 5, 10/A8.20
e.
Metal coping at existing walkway columns
f.
Drip flashings at window head similar to 8/A10.03
g.
Aluminum rainwater leaders
h.
Metal coping at parapet note 36/A3.02
Bid Package 25: Electrical/Communications/Electronic Safety & Security
Section 00300B-12
Proposal Forms
DSA File # 41-H2
– Electrical General Requirements; 260519 – Low Voltage Wire and Cables; 260526 –
Grounding; 260530 – Rooftop Conduit Support for Electrical Systems; 260532 –
Junction and Pull Boxes for Electrical Systems; 260533 – Raceways and Fitting for
Electrical Systems; 260534 – Surface Nonmetallic Raceway for Electrical Systems;
260543 – Underground ducts and Raceway for Electrical Systems; 260544 – In Grade
Pull Boxes for Electrical Systems; 260555 – Basic Elec Matls & Methods; 260923 –
Lighting Occupancy Sensors; 260925 – Day lighting Control Systems; 260213 –
Transformers; 262200 – Dry Type Transformers; 262416 – Panel boards; 262726 –
Wiring Devices; 262816 – Circuit Breakers; 262817 – Disconnect Switches; 265000 –
Lighting; Div 27: Communications – 270500 – Common Work, Results for
Communications; 270526 – Grounding & Bonding for Communications Systems;
270528.32 – Junction and Pull Boxes for Communication Systems; 270528.33 –
Raceways and Fitting for Communication Systems; 270528.34 – Rooftop Conduit
Support for Communication Systems; 270528.38 – Surface Nonmetallic Raceway for
Communication Systems; 270529 – Hangers & Supports for Communications Systems;
270533 – Conduits & Backbones for Communications Systems; 270536 – Cable Trays
for Communications Systems; 270543 – Underground Ducts and Raceway for
Communication Systems; 270553 – Identification for Communications Systems;271000
– Structured Cabling, Basic Materials & Methods; 271113 – Communications Entrance
Protection; 271116 – Communications Cabinets, Racks, Frames & Enclosures; 271119 –
Communications Termination Blocks & Patch Panels; 271123 – Communications Cable
Management: 271126 – Communications Rack Mounted Power Protection & Power
Strips; 271300 – Communications Indoor Backbone Cabling; 271400 Communications
Outside Plant Backbone Cabling; 271500 – Communications Horizontal Cabling; 274116
– Integrated Audio-Video Systems & Equipment; 275113 – Public Address, Clock and
Bell Systems; 277000 – Communications Broadband Systems; Div 28: Electronic Safety
& Security – 280500 – Common work Results for Electronic Safety & Security; 280513
– Conductors & Cables for Electric Safety & Security; 280528.33 – Raceways and
Fittings for Electrical Safety and Security; 281619 – Intrusion Detection Remote Devices
& Sensors; 282300 – Video Surveillance Systems; 283000 – Fire Detection & Alarm
System; 312316.1 – Trenching; 312323.1 – Backfill, less qualifications or exculsions (
a.
Recessed electric hand dryer per Detail 1/A9.05
Section 00300B-13
Proposal Forms
DSA File # 41-H2
b.
Concrete light pole bases
c.
Trenching and backfilling for electrical work
Bid Package 26: Earthwork
– Soils for Earthwork; 311000 – Site Clearing; 312213 – Rough Grading; 312300 –
Excavation & Fill; 312316.1 – Trenching; 312323.1 – Backfill; 321216.1 – Asphalt
Playground, less qualifications or exculsions ( List under Qualifications/Exclusions
Section).
a.
Striping as required
b.
Parking lot signage as required
c.
Wheel stops
Bid Package 27: Chain Link Fencing & Gates
– Chain Link Fencing & Gates; 323120 – Ornamental Steel Fence, less qualifications or
Bid Package 28: Landscape
– Irrigation; 329600 – Transplanting, less qualifications or exculsions ( List under
Section 00300B-14
Proposal Forms
DSA File # 41-H2
Bid Package 29: Utilities
– Sanitary Sewerage Utilities; 334000 – Storm Drainage Utilities; 334600 – Subdrainage; 334750 – Modular Storm water Bio-retention System; 334913 – Storm
Drainage Manholes, Frames & Covers; 312316.1 – Trenching; 312323.1 – Backfill, less
qualifications or exculsions ( List under Qualifications/Exclusions Section).
a.
Retaining wall drainage per Detail 15/A8.20 including 4” perforated pipe, 140 N
filter fabric, ¾” gravel.
b.
Site gas line
c.
Fire Sprinkler riser to 6” AFF.
d.
Fire Department connections
e.
Post indicator valves
Proposal Specification Section or Sections:
Please check the box next to the specification sections you are including in your bid. Your
eligibility to be selected as low bidder will be compared to bidders including these scope items in
their bid.
DIVISION 3 - CONCRETE
□ 03 10 00 Concrete Forming and Accessories
□ 03 15 13 Water stops – New
□ 03 20 00 Concrete Reinforcing
□ 03 30 00 Cast-In-Place Concrete
□ 03 37 13 Short Crete
□ 03 48 60 Precast Architectural Features (GFRC)
Section 00300B-15
Proposal Forms
DSA File # 41-H2
□ 03 53 00 Concrete Topping
DIVISION 4 - MASONRY
□ 04 21 13 Brick Masonry
DIVISION 5 - METALS
□ 05 12 00 Structural Steel Framing
□ 05 31 00 Steel Decking
□ 05 40 00 Cold Formed Metal Framing
□ 05 50 00 Metal Fabrications
□ 05 51 50 Aluminum Access Ladder
□ 05 52 00 Metal Railings
□ 05 53 00 Gratings
DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES
□ 06 10 00 Rough Carpentry
DIVISION 7 – THERMAL AND MOISTURE PROTECTION
□ 07 13 26 Self-Adhering Sheet Waterproofing
□ 07 19 00 Water Repellents
□ 07 21 00 Thermal Insulation
□ 07 22 00 Roof Insulation
□ 07 26 00 Under-Slab Vapor Barrier
□ 07 31 13 Asphalt Shingles
Section 00300B-16
Proposal Forms
DSA File # 41-H2
□ 07 41 00 Metal Ceiling Panels
□ 07 42 13 Metal Soffit Panels
□ 07 55 00 Modified Bituminous Roofing
□ 07 60 00 Sheet Metal Flashing and Trim
□ 07 72 00 Roof Accessories
□ 07 81 00 Applied Fireproofing
□ 07 92 00 Joint Sealants
□ 07 95 13 Expansion Joint Cover Assemblies
DIVISION 8 - OPENINGS
□ 08 11 13.16 Custom Hollow Metal Doors and Frames
□ 08 11 20 Flush Aluminum Doors & Frames
□ 08 14 16 Flush Wood Doors
□ 08 31 00 Access Door and Panels
□ 08 41 13 Aluminum-Framed Entrances and Storefronts
□ 08 44 00 Curtain Wall and Glazed Assemblies
□ 08 51 13 Aluminum Windows
□ 08 63 00 Metal-Framed Skylights
□ 08 71 00 Door Hardware
□ 08 81 00 Glass Glazing
□ 08 90 50 Translucent Skylight Panels
□ 08 91 00 Louvers and Vents
Section 00300B-17
Proposal Forms
DSA File # 41-H2
DIVISION 9 - FINISHES
□ 09 21 16 Gypsum Board Assemblies
□ 09 24 00 Portland Cement Plastering
□ 09 30 13 Ceramic Tiling
□ 09 51 13 Acoustical Panel Ceilings (T-Bar Ceilings)
□ 09 51 23 Acoustical Tile Ceilings
□ 09 65 13 Resilient Base and Accessories
□ 09 65 19 Resilient Tile Flooring
□ 09 68 13 Tile Carpeting
□ 09 72 16 Vinyl-Coated Fabric Wall Coverings
□ 09 77 50 Sanitary Wall Panels
□ 09 84 33 Sound-Absorbing Wall Units
□ 09 91 00 Painting
DIVISION 10 - SPECIALTIES
□ 10 11 00 Visual Display Surfaces
□ 10 14 00 Signage
□ 10 21 13 Toilet Compartments
□ 10 28 00 Toilet Accessories
□ 10 44 00 Fire Protection Specialties
□ 10 56 13 Metal Grid Shelving
Section 00300B-18
Proposal Forms
DSA File # 41-H2
DIVISION 11 - EQUIPMENT
□ 11 31 00 Appliances
□ 11 52 13 Projection Screens
□ 11 53 00 Laboratory Equipment (Glass Washer)
DIVISION 12 - FURNISHINGS
□ 12 21 13 Window Blinds
□ 12 24 13 Roller Shades
□ 12 35 50 Educational/Library Casework
□ 12 35 51 Music Education Storage Casework
□ 12 35 53 Laboratory Casework
□ 12 93 00 Site Furnishings
DIVISION 13 - SPECIAL CONSTRUCTION
□ 13 21 48 Sound-Conditioned Rooms
DIVISION 14 - CONVEYING SYSTEMS
□ 14 24 00 Hydraulic Elevators
DIVISION 15 – 19 (RESERVED FOR FUTURE EXPANSION)
FACILITY SERVICE SUBGROUP
DIVISION 20 (RESERVED FOR FUTURE EXPANSION)
DIVISION 21 – FIRE SUPPRESSION
□ 21 00 50 Basic Fire Sprinkler Materials & Methods
Section 00300B-19
Proposal Forms
DSA File # 41-H2
□ 21 10 00 Fire Sprinkler System
DIVISION 22 – PLUMBING
□ 22 00 50 Basic Plumbing Materials & Methods
□ 22 08 00 Commissioning of Plumbing Systems
□ 22 10 00 Plumbing Piping System
□ 22 40 00 Plumbing Fixtures
□ 22 50 00 Plumbing Equipment
DIVISION 23 – HEATING, VENTILATION AND AIR CONDITIONING
□ 23 00 50 Basic HVAC Materials & Methods
□ 23 08 00 Commissioning of HVAC
□ 23 80 00 Heating, Ventilating and Air Conditioning
DIVISION 24 - (RESERVED FOR FUTURE EXPANSION)
DIVISION 25 – INTEGRATED AUTOMATION
□ 25 00 50 Basic Automation Materials and Methods
□ 25 50 00 Automation Facility Controls
DIVISION 26 – ELECTRICAL
□ 26 05 00 General Requirements for Electrical Systems
□ 26 05 19 Low Voltage Wire and Cables
□ 26 05 26 Electrical System Grounding
□ 26 05 30 Rooftop Conduit Support for Electrical Systems
□ 26 05 32 Junction and Pull Boxes for Electrical Systems
Section 00300B-20
Proposal Forms
DSA File # 41-H2
□ 26 05 33 Raceways and Fitting for Electrical Systems
□ 26 05 34 Surface Nonmetallic Raceway for Electrical Systems
□ 26 05 43 Underground Ducts and Raceway for Electrical Systems
□ 26 05 44 In Grade Pull Boxes for Electrical Systems
□ 26 05 50 Basic Materials and Methods
□ 26 09 23 Lighting Occupancy Sensors
□ 26 09 25 Day lighting Control Systems
□ 26 22 13 Transformers
□ 26 24 16 Panel board and Distribution Panels
□ 26 27 26 Wiring Devices
□ 26 28 16 Circuit Breakers
□ 26 28 17 Disconnect Switches
□ 26 50 00 Lighting
DIVISION 27 - COMMUNICATIONS
□ 27 05 00 General Requirements for Communication Systems
□ 27 05 26 Communications Systems Grounding
□ 27 05 28.32 Junction and Pull Boxes for Communication Systems
□ 27 05 28.33 Raceways and Fittings for Communication Systems
□ 27 05 28.34 Rooftop Conduit Support for Communication Systems
□ 27 05 28.38 Surface Nonmetallic Raceway for Communication Systems
Section 00300B-21
Proposal Forms
DSA File # 41-H2
□ 27 05 29 Hangers and Supports for Communication Systems
□ 27 05 33 Conduits and Back boxes for Communication Systems
□ 27 05 36 Cable Trays for Communication Systems
□ 27 05 43 Underground Ducts and Raceways for Communication Systems
□ 27 05 53 Identification for Communication Systems
□ 27 10 00 Structured Cabling, Basic Materials and Methods
□ 27 11 16 Communications Cabinets, Racks, Frames, and Enclosures
□ 27 11 19 Communications Termination Blocks and Patch Panels
□ 27 11 23 Communications Cable Management
□ 27 11 26 Communications Rack Mounted Power Protection and Power Strips
□ 27 13 00 Communications Indoor Backbone Cabling
□ 27 14 00 Communications Outside Plant Backbone Cabling
□ 27 15 00 Communications Horizontal Cabling
□ 27 41 16 Integrated Audio-Video Systems and Equipment
□ 27 51 13 Public Address, Clock and Bell Systems
□ 27 70 00 Communications Broadband Systems
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
□ 28 05 00 Common Work Results for Electronic Safety and Security
□ 28 05 13 Conductors and Cables for Electronic Safety and Security
□ 28 05 28.33 Raceways and Fittings for Electrical Safety and Security
□ 28 16 19 Intrusion Detection Remote Devices and Sensors
Section 00300B-22
Proposal Forms
DSA File # 41-H2
□ 28 23 00 Video Surveillance Systems
□ 28 31 00 Fire Detection and Alarm
SITE AND INFRASTRUCTURE SUBGROUP
DIVISION 31 – EARTHWORK
□
31 05 13
Soils for Earthwork
□
31 10 00
Site Clearing
□
31 22 13
Rough Grading
□
31 23 00
Excavation & Fill
□
31 23 16.13
Trenching
□
31 23 23.13
Backfill
□
SOILS REPORT AND SUPPLEMENTS (FOR REFERENCE ONLY)
DIVISION 32 – EXTERIOR IMPROVEMENTS
□
32 12 16.1
Asphalt Paving - Pedestrian
□
32 13 13.1
Landscape Concrete Work
□
32 14 00
Unit Pavers
□
32 31 13
Chain Link Fence & Gates
□
32 31 20
Ornamental Steel Fence
Section 00300B-23
Proposal Forms
DSA File # 41-H2
□
32 84 00
Irrigation Systems
□
32 96 00
Transplanting
DIVISION 33 – UTILITIES
□
33 30 00
Sanitary Sewerage Utilities
□
33 40 00
Storm Drainage Utilities
□
33 46 00
Subdrainage
□
33 47 50
Modular Stormwater Bioretention System
□
33 49 13
Storm Drainage Manholes, Frames & Covers
Qualifications/Exclusions Section.
Please provide listed
items:__________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
________________________________________________________________________
Section 00300B-24
Proposal Forms
DSA File # 41-H2
Base bid, including all Addenda, for items checked above:
Dollars $
(written amount)
(numeric)
Unit Prices:
Unit Price No. A:
Dollars $
(written amount)
(numeric)
Unit Price No. B:
Dollars $
(written amount)
(numeric)
Unit Price No. C:
Dollars $
(written amount)
(numeric)
Unit Price No. D:
Dollars $
(written amount)
(numeric)
Unit Price No. 5:
Dollars $
(written amount)
(numeric)
Unit Price No. 6:
Dollars $
(written amount)
(numeric)
Unit Price No. 7:
Section 00300B-25
Proposal Forms
DSA File # 41-H2
Dollars $
(written amount)
(numeric)
Bid Bond (Required for bids of at least $100,000.00):
Bid Bond, or cashiers check, is attached in the amount of 10% of the total proposal
as required in the Instruction to Bidders.
Non-Collusion Declaration:
An executed Non-Collusion Declaration, 00480, is attached.
Bidder’s Qualification Statement: (Not Required due to Prequalification Requirement)
A completed bidder’s qualification statement, 00420, is attached, along with any
other pertinent information necessary to evaluate the qualifications of the bidder.
Contract Award, Commencement, and Completion:
It is agreed that the Subcontractor shall not withdraw the bid for a period of ninety
calendar days from date prescribed for its opening, and that the District reserves the
right to reject any and all portions of this bid.
If written District acceptance is mailed or delivered to the Subcontractor before bid
is withdrawn, the Subcontractor agrees to execute and deliver a Contract to
Gonsalves & Stronck within 10 calendar days from the date of such District
notification. The Subcontractor agrees to commence Work under this Contract on
the date specified in a written Notice to Proceed from the District and to complete
the Project within the specified number of calendar days after the signing of the
Contract.
The Subcontractor further agrees that construction insurance certificates delivery
to the District and the securing of building permits are prerequisites to site move-in.
The Subcontractor agrees to District assessment of liquidated damages stipulated
for incomplete Contractor work in Document 00800.
Certification:
Identification: Provide the names of all persons interested in the foregoing bid as
principals below. If a corporation, give legal name of corporation, State where
Section 00300B-26
Proposal Forms
DSA File # 41-H2
incorporated, and names of president and secretary. If a partnership, give name of
firm and names of all individual co-partners composing the firm. If an individual,
give first and last names in full.
Signatures: Provide the signature and title of officer authorized to sign contracts.
Signature:
Name (please print):
Title:
Email:
______________________________________________
Company Name:
______________________________________________
Contractor’s License No.:
Business Address:
Telephone Number:
Fax Number:
______________________________________________
Date of Bid:
END OF SECTION
Section 00300B-27
Proposal Forms
DSA File # 41-H2
SECTION 00310
DISABLED VETERANS FORMS
PART 1 - GENERAL
1.01
SUMMARY
A.
Due to the fact that this is not a typical project in the fact that there is a typical
General Contractor these forms are not required. However it is the Districts wish to
invite all DVBE Sub-contractors to participate in this bid directly by submitting
directly to the District. Challenge News will be notified of our intentions to receive
bids.
B.
The following documents shall be received up to, but not later than, 24 hours
following Bid Deadline:
1.
Prime Bidder Good Faith Effort Worksheet.
2.
Prime Bidder Certification of Disabled Veteran Business Enterprise
Participation.
Section 00310-1
Disabled Veterans Forms
DSA File # 41-H2
SECTION 00410
BID BOND
PART 1 - GENERAL
1.01
BID BOND
A.
A Bid Bond is not required for bids submitted under the amount of $100,000.00.
B.
Bid Bond is the American Institute of Architects" AIA Document A310, "Bid
Bond," December 1970 Edition, 1 page, which is made part of the Project Manual
with the same force and effect as though set forth in full.
C.
AIA Document A310 may be purchased separately from The American Institute of
Architects at the following locations:
1.
(415) 362-7397.
END OF SECTION
Section 00410-1
Bid Bond
DSA File # 41-H2
SECTION 00420
BIDDER’S QUALIFICATION STATEMENT
(NOT REQUIRED FOR THIS PROJECT)
(To be executed by Bidder and Submitted with Bid)
Board of Trustees
California, 94015-4132
Firm Name:_______________________________________________________
Address:_________________________________________________________
Telephone:_______________________________________________________
By:______________________________________________________________
(Name of Individual Completing Statement)
Date:____________________________________________________________
1.
Number of years in business under this name:________________
2.
Number of years in business under other names:
______________________________________ ____________________
Name
Years
______________________________________ ____________________
Name
Years
______________________________________ ____________________
Name
Years
3.
Current Contractor's License Number: ____________________________
Section 00420-1
Bidder’s Qualification Statement
DSA File # 41-H2
Type or Specialty:__________________________________________
Date of Issue:______________________________________________
Expiration Date:____________________________________________
4.
Types of work performed with own forces:
____________________________________________________________
____________________________________________________________
____________________________________________________________
____________________________________________________________
____________________________________________________________
5.
Number of years performing type of work called for in this Bid: ________
6.
Have you ever failed to complete any work awarded to you? ___________
If so, state:
a.
Name of owner and contact information of each such
project:________________________________________________
_______________________________________________________
_______________________________________________________
b.
Date of such an event and the circumstances:_________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
Section 00420-2
DSA File # 41-H2
7.
List three (five if Subcontractor) references where work comparable to that called for on this
bid has been performed:
a.
Firm Name:_________________________________________________________
Address:_____________________________________________________________
Telephone:___________________________________________________________
Contact Person & Title:________________________________________________
Date of Work:________________________________________________________
Contract Amount:
b.
$________________________________________________
Firm Name:__________________________________________________________
Address:_____________________________________________________________
Telephone:___________________________________________________________
Contact Person & Title:________________________________________________
Date of Work:________________________________________________________
Contract Amount:
c.
$________________________________________________
Firm Name:__________________________________________________________
Address:_____________________________________________________________
Telephone:____________________________________________________________
Contact Person & Title:_________________________________________________
Date of Work:_________________________________________________________
Contract Amount:
$_________________________________________________
Section 00420-3
DSA File # 41-H2
8.
Experience in K-12 public school construction in California:
__________________________________________________________________________
__________________________________________________________________________
a.
Type of
work:________________________________________________________________
_____________________________________________________________________
_____________________________________________________________________
b.
Number of years of experience in that type of work as:
General contractor:____________________________________
Subcontractor:____________________________________
9.
K-12 public school projects completed by bidder during last five years in California.
a.
Type of work:__________________________________________
Value of work performed:_______________________________
Location of work:______________________________________
Name of school district for which work was performed:
_______________________________________________________
Year completed:________________________________________
Names and addresses of major subcontractors:
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
Section 00420-4
DSA File # 41-H2
b.
Type of work:__________________________________________
Location of work:______________________________________
_______________________________________________________
Year completed:________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
c.
Type of work:__________________________________________
Location of work:______________________________________
_______________________________________________________
Year completed:________________________________________
_______________________________________________________
_______________________________________________________
Section 00420-5
DSA File # 41-H2
_______________________________________________________
d.
_______________________________________________________
Type of work:__________________________________________
Location of work:______________________________________
_______________________________________________________
Year completed:________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
e.
Type of work:__________________________________________
Location of work:______________________________________
_______________________________________________________
Year completed:________________________________________
Section 00420-6
DSA File # 41-H2
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
10. Name of any firms currently pre-qualified with state of California in which bidder has
controlling interest:
____________________________________________________________
____________________________________________________________
____________________________________________________________
11. Names of other businesses in which bidder has financial
interests:__________________________________________________
____________________________________________________________
____________________________________________________________
12. Names of persons with whom bidder has been associated in business as partners or
associates for last five years:
____________________________________________________________
____________________________________________________________
13. Construction experience of principal members of bidder's present organization and of the
person who will be the bidder's superintendent:
a.
Name of individual:____________________________________
Position with bidder:__________________________________
Years of construction experience:______________________
Magnitude and type of work:____________________________
Section 00420-7
DSA File # 41-H2
_______________________________________________________
Capacity in which individual performed each type of work:
_______________________________________________________
b.
_______________________________________________________
_______________________________________________________
c.
_______________________________________________________
_______________________________________________________
d.
Section 00420-8
DSA File # 41-H2
_______________________________________________________
_______________________________________________________
e.
_______________________________________________________
_______________________________________________________
14. If bidder is corporation:
a.
Capital paid in cash:__________________________________
b.
Date of incorporation:_________________________________
c.
State of incorporation:________________________________
d.
If foreign corporation, date of qualification to do business in
California:________________________________
e.
Names of officers:
i.
President:________________________________________
ii.
Vice-President:___________________________________
Section 00420-9
DSA File # 41-H2
iii.
Secretary:_________________________________________
iv.
Treasurer:________________________________________
15. If bidder is partnership:
a.
Whether general, limited, or association:______________
b.
Name and address of each partner:
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
16. Any years in which bidder was pre-qualified as bidder for state construction
projects:______________________________________
17. Has the bidder or any officer of bidder or any employee of bidder who has a proprietary
interest in bidder or the superintendent for the project ever been disqualified, removed or
otherwise prevented from bidding on or completing a federal, state, or local project because
of a violation of a law or safety regulation?___________________________________
If so, state:
a.
Name and relationship of each such person: ___________
_______________________________________________________
Section 00420-10
DSA File # 41-H2
_______________________________________________________
b.
Date of such an event and the circumstances:__________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
18. Has the bidder, within the past five years, had any claim of $50,000 or greater from an
owner or a surety sustained against the bidder based on poor workmanship, incomplete
performance or unexcused delays in completion?
If so, state:
a.
Name of each such owner or surety:_____________________
_______________________________________________________
_______________________________________________________
b.
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
19. Has the bidder, within the last five years, failed to receive a recovery of at least 50% of the
amount in dispute, not including attorneys' fees and costs, for claims filed against owners for
extra compensation?
If so, state:
Section 00420-11
DSA File # 41-H2
a.
Name of each such owner:_______________________________
_______________________________________________________
b.
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
20. Has the bidder, within the last five years, received any citations or had any claims or law
suits filed against the bidder alleging a violation of any federal, state, or local laws that
govern worker pay, safety, conditions or training?
If so, state:
a.
Name of each such citing agency claimant or plaintiff:
_______________________________________________________
_______________________________________________________
b.
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
21. Name of all surety bonding companies, with the name and address of the agent, that bidder
has used in the last five years:
Section 00420-12
DSA File # 41-H2
____________________________________________________________
____________________________________________________________
____________________________________________________________
____________________________________________________________
22. Has any surety which bonded bidder's jobs within the last five years been requested to
complete any part of the work bidder was supposed to perform?
If so, state:
a.
Name of each such surety:_______________
_______________________________________________________
_______________________________________________________
b.
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
23. Name of liability insurance company and name and address of
agent:______________________________________________________
____________________________________________________________
____________________________________________________________
____________________________________________________________
24. Has liability insurance carrier which insured bidder's jobs within the last five years been
Section 00420-13
DSA File # 41-H2
requested to pay any claims in excess of $100,000 based on actions of bidder?
If so, state:
a.
Name of each such insurer:_____________________________
_______________________________________________________
_______________________________________________________
b.
_______________________________________________________
_______________________________________________________
_______________________________________________________
_______________________________________________________
ENCLOSE THE FOLLOWING DOCUMENTS:
25. Copy of Contractor's license issued by state.
26. a.
b.
If partnership, copy of partnership agreement.
If corporation,
i.
Copy of Articles of incorporation.
ii.
Copy of Bylaws.
27. Fictitious business name statement, if applicable.
28. Certificate of qualification to do business in California if foreign corporation or limited
partnership.
29. Contracts for work on other K-12 public school projects.
Section 00420-14
DSA File # 41-H2
a.
Contracts for work currently in progress.
b.
Contracts for work performed within last five years.
c.
Contracts, letters of intent, or notices of award for any work not yet in progress,
but will be in progress during the same time period as this construction project.
The District will evaluate the ability of your firm to perform the work of this
project, in conjunction with and at the same time as the other work your firm
will have in progress. Due to the fast track nature of this project, this element
will be a critical factor in evaluating your firm’s qualifications to perform the
work of this project.
30. Prequalification certificate previously issued by any state contracting entity.
31. Financial statements for the last fiscal year that have been audited and the prior month that
have been audited or reviewed by a Certified Public Accountant.
32. List of bidder's backlog projects with name, location, the work bidder is still scheduled to
do, the start and completion dates, and the contract amount.
The above responses and accompanying financial statements shall not be public records
and shall not be open to public inspection pursuant to Public Contract Code section
20111.5.
SIGNATURE
The undersigned declares:
I have read the above Bidder's Qualification Statement and know the contents thereof. I am
informed and believe that the matters stated therein are true and correct and make this
verification on behalf of the Bidder which has designated me as its agent to execute this response
to this Bidder's Qualification Statement.
I declare under penalty of perjury under the laws of the State of California that the foregoing
is true and correct.
Executed at_________________________ California on _______________________, 2007.
Section 00420-15
DSA File # 41-H2
BIDDER:
By______________________________
Signature
________________________________
Name
________________________________
END OF SECTION
Section 00420-16
DSA File # 41-H2
SECTION 00430
LIST OF PROPOSED SUBCONTRACTORS
Project Titled:
6996 Mission Street
Daly City, CA 94014
Submitted by
(Bidder)
To be provided within 24 hours of submission of bid to the District Office.
Category of Work, Name of Subcontractor, City of Business
Exceeds $12,050.00
Yes
No
END OF SECTION
Section 00430-1
List of Proposed
Subcontractors
DSA File # 41-H2
SECTION 00480
NONCOLLUSION DECLARATION
(To be executed by Bidder and Submitted with Bid)
I, ___________________________________________________________, declare as follows:
That I am the __________________________ of ____________________________, the party
making the attached bid; that the bid is not made in the interest of, or on behalf of, any
undisclosed person, partnership, company, association, organization, or corporation; that the bid
is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or
solicited any other bidder to put in a false or sham bid, and has not directly or indirectly
colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or
that anyone shall refrain from bidding, that the bidder has not in any manner, directly or
indirectly, sought by agreement, communication, or conference with anyone to fix the bid price
of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price,
or of that of any other bidder, or to secure any advantage against the public body awarding the
contract of anyone interested in the proposed contract; that all statements contained in the bid are
true, and further, that the bidder has not, directly or indirectly, submitted his or her bid price or
any breakdown thereof, or the contents thereof, or divulged information or data relative thereto,
or paid, and will not pay, any fee to any corporation, partnership, company, association,
organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham
bid.
I declare under penalty of perjury under the laws of the State of California that the foregoing is
true and correct.
Executed this ________ day of _____________________________ at ____________________
________________, California.
___________________________________
Signature
Name of Company (Please Type):__________________________________________________
END OF SECTION
Section 00480-1
Noncollusion Declaration
DSA File # 41-H2
SECTION 00600
PERFORMANCE BOND AND PAYMENT BOND
PART 1 - GENERAL
1.01
PERFORMANCE BOND AND PAYMENT BOND
A.
Performance Bond and Payment Bond is the American Institute of Architects’AIA
Document A312, "Performance Bond and Payment Bond," December 1984
Edition, 6 pages, which is made part of the Project Manual with the same force and
effect as though set forth in full.
B.
AIA Document A312 may be purchased separately from the American Institute of
Architects at the following location:
1.
(415) 362-7397 or online at www.aiasf.org.
END OF SECTION
Section 00600-1
Performance Bond and
Payment Bond
JEFFERSON HS NEW CLASSROOM AND MUSIC BUILDINGS
Project No. 28042
ADDENDUM #1
SECTION 06 20 00 - FINISH CARPENTRY
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes the following:
1.
2.
3.
4.
B.
Related Sections include the following:
1.
2.
3.
4.
5.
6.
1.3
Exterior standing and running trim.
Exterior lumber and plywood siding.
Interior standing and running trim.
Interior plywood and board paneling.
Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work
not exposed to view and for framing exposed to view.
Division 6 Section "Exterior Architectural Woodwork" for exterior woodwork not
specified in this Section.
Division 6 Section "Interior Architectural Woodwork" for interior woodwork not
specified in this Section.
Division 8 Section “Door Hardware” for Builders Hardware.
Division 8 Section “ Wood Doors”.
Division 9 Section "Painting" for priming and back-priming of finish carpentry.
DEFINITIONS
A.
Inspection agencies, and the abbreviations used to reference them, include the following:
1.
2.
3.
4.
5.
6.
7.
8.
1.4
ANSI - American National Standards Institute
ASTM - American Society for Testing and Materials
AWI – American Woodwork Institute
NHLA - National Hardwood Lumber Association.
RIS - Redwood Inspection Service.
WCLIB - West Coast Lumber Inspection Bureau.
WI - Woodwork Institute “Manual of Millwork”.
WWPA - Western Wood Products Association.
SUBMITTALS
A.
Product Data: For each type of process and factory-fabricated product. Include construction
details, material descriptions, dimensions of individual components and profiles, textures,
and colors.
Finish Carpentry 06 20 00 - 1
Project No. 28042
ADDENDUM #1
1.
2.
3.
B.
Samples for Verification:
1.
2.
C.
1.5
Include data for wood-preservative treatment from chemical treatment manufacturer
and certification by treating plant that treated materials comply with requirements.
Indicate type of preservative used, net amount of preservative retained, and chemical
treatment manufacturer's written instructions for handling, storing, installing, and
finishing treated material.
Include data for fire-retardant treatment from chemical treatment manufacturer and
certification by treating plant that treated materials comply with requirements.
For products receiving a waterborne treatment, include statement that moisture
content of treated materials was reduced to levels specified before shipment to
Project site.
For each species and cut of lumber and panel products with non-factory-applied
finish, with 1/2 of exposed surface finished, 50 sq. in. for lumber and 8 by 10 inches
for panels.
For each finish system and color of lumber and panel products with factory-applied
finish, 50 sq. in. for lumber and 8 by 10 inches for panels.
Research/Evaluation Reports: Showing that fire-retardant-treated wood complies with
building code in effect for Project.
QUALITY ASSURANCE
A.
Installer Qualifications: A qualified installer.
B.
Fire-Test-Response Characteristics: Where fire-retardant materials are indicated, provide
materials with specified fire-test-response characteristics as determined by Underwriters
Laboratory, Inc., or other testing and inspection agency acceptable to authorities having
jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting
agency on surfaces of materials that will be concealed from view after installation.
C.
Treated Wood Materials: Submit chemical treatment manufacturer’s instructions for
handling, storage, installation and finishing treated materials. For each type specified,
include certification by treating plant stating chemical solutions used, submersion period and
conformance with specified standards.
D.
Factory-mark each piece of lumber and plywood with type, grade, mill and grading agency
identification; except omit marking from surfaces to receive transparent finish, and submit
mill certificate that material has been inspected and graded in accordance with requirements
if it cannot be marked on a concealed surface.
E.
Pre-installation Meeting: Meet at project site prior to delivery of finish carpentry materials
and review coordination and environmental controls required for proper installation and
ambient conditioning in areas to receive work. Include in the meeting the Contractor,
Architect and other Owner Representatives (if any), Installers of finish carpentry, wet work
including plastering, other finishes, painting, mechanical work and electrical work, and firms
and persons responsible for continued operation (whether temporary or permanent) of
HVAC system as required to maintain temperature and humidity conditions. Proceed with
finish carpentry on interior only when everyone concerned agrees that required ambient
conditions can be properly maintained.
2 06 20 00 - Finish Carpentry
Project No. 28042
ADDENDUM #1
1.6
DELIVERY, STORAGE, AND HANDLING
A.
Protect materials against weather and contact with damp or wet surfaces. Stack lumber,
plywood, and other panels. Provide for air circulation within and around stacks and under
temporary coverings.
B.
Deliver interior finish carpentry only when environmental conditions meet requirements
specified for installation areas. If finish carpentry must be stored in other than installation
areas, store only where environmental conditions meet requirements specified for installation
areas.
1.7
PROJECT CONDITIONS
A.
Environmental Limitations: Do not deliver or install interior finish carpentry until building is
enclosed and weatherproof, wet work in space is completed and nominally dry, and HVAC
system is operating and maintaining temperature and relative humidity at occupancy levels
during the remainder of the construction period.
B.
Weather Limitations: Proceed with installation only when existing and forecasted weather
conditions permit work to be performed according to manufacturer's written instructions and
warranty requirements and at least one coat of specified finish to be applied without
exposure to rain, snow, or dampness.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1.
Plywood Siding:
a.
b.
c.
d.
e.
2.
Hardwood Veneer Plywood Paneling:
a.
b.
c.
2.2
Champion International Corp.
Georgia-Pacific Corp.
Louisiana-Pacific Corporation.
Pacific Wood Laminates, Inc.
Simpson Timber Co.
Champion International Corp.
Georgia-Pacific Corp.
Weyerhaeuser Company.
MATERIALS, GENERAL
A.
Lumber: DOC PS 20 and applicable grading rules of inspection agencies certified by the
American Lumber Standards' Committee Board of Review.
Project No. 28042
ADDENDUM #1
1.
2.
Factory mark each piece of lumber with grade stamp of inspection agency indicating
grade, species, moisture content at time of surfacing, and mill.
For exposed lumber, mark grade stamp on end or back of each piece, or omit grade
stamp and provide certificates of grade compliance issued by inspection agency.
B.
Softwood Plywood: DOC PS 1/ANSI A199.1.
C.
Hardwood Plywood: HPVA HP-1.
D.
Hardboard: AHA A135.4
E.
Medium-Density Fiberboard: ANSI A208.2, Grade MD-Exterior Glue.
F.
Particleboard: ANSI A208.1, Grade M-2-Exterior Glue.
2.3
WOOD-PRESERVATIVE-TREATED MATERIALS (Trt-Wd)
A.
Water-Repellent Preservative Treatment by Non-pressure Process: AWPA N1.
1.
2.
3.
2.4
Preservative Chemicals: 3-iodo-2-propynyl butyl carbamate (IPBC), combined with an
insecticide containing chloropyrifos.
Use chemical formulations that do not bleed through or otherwise adversely affect
finishes. Do not use colorants in solution to distinguish treated material from
untreated material.
Application: Exterior trim and wood siding.
FIRE-RETARDANT-TREATED MATERIALS (F Trt-Wd)
A.
General: Where fire-retardant-treated lumber and plywood are indicated, use materials
impregnated with fire-retardant chemicals by a pressure process or other means acceptable
to authorities having jurisdiction to produce products with the following fire-test-response
characteristics:
1.
Flame-spread index of not greater than 25 when tested according to ASTM E 84.
B.
For exposed items indicated to receive transparent finish, do not use chemical formulations
that contain colorants or that bleed through or otherwise adversely affect finishes.
C.
Exterior-Type Fire-Retardant Treatment: Organic-resin-based formulation that shows no
increase in flame spread of treated material after being weathered according to
ASTM D 2898, Method A.
D.
Interior, Low-Hygroscopic-Type, Fire-Retardant Treatment: Formulation that results in
treated material with an apparent moisture content of not more than 28 percent when tested
according to ASTM D 3201 at 92 percent relative humidity.
E.
Mill lumber before treatment and implement special procedures during treatment and drying
processes that prevent lumber and plywood from warping and developing discolorations
from drying sticks or other causes, marring, and other defects affecting appearance of
treated woodwork.
Project No. 28042
ADDENDUM #1
F.
2.5
Kiln-dry material after treatment to levels required for untreated material. Do not use
material that does not comply with requirements for untreated material or is warped or
discolored.
EXTERIOR STANDING AND RUNNING TRIM
A.
Lumber Trim for Painted Applications: Kiln-dried, finger-jointed or solid lumber with surfaced
smooth face and of the following species and grade:
1.
2.
B.
Moldings: Made to patterns included in WMMPA WM 7. Wood moldings made from kilndried stock and graded under WMMPA WM 4.
1.
2.
3.
C.
2.6
Clear redwood; RIS.
Grade B & B Btr. - 1 & 2 Western red cedar; WCLIB, or WWPA.
Moldings for Semitransparent Finish (Stained Finish): N-grade redwood, western red
cedar, or sugar pine as indicated.
Moldings for Opaque Finish (Painted): P-grade redwood, western red cedar, or sugar
pine.
Patterns as indicated.
MDO Trim: Exterior Grade B-B, MDO plywood.
SIDING
A.
Plywood Siding for Painted Finish: MDO/EXT-APA-Rated siding.
1.
2.
B.
Siding Colors, Textures, and Patterns: Where manufacturer's standard products are
indicated, provide siding with the following requirements:
1.
2.7
Thickness: As indicated.
Pattern: As indicated.
As selected by Architect from manufacturer's full range.
INTERIOR STANDING AND RUNNING TRIM
A.
Lumber Trim for Opaque Finish (Painted): Finished lumber (S4S), either finger-jointed or
solid lumber, of one of the following species and grades:
1.
2.
3.
B.
Grade D Select (Quality) Idaho white, lodgepole, ponderosa, or sugar pine; WWPA.
Grade D Select white woods; WWPA.
Grade A Finish alder, aspen, basswood, cottonwood, gum, magnolia, soft maple,
sycamore, tupelo, or yellow poplar; NHLA.
Moldings: Made to patterns included in WMMPA WM 7. Wood moldings made from kilndried stock and graded under WMMPA WM 4.
1.
Moldings for Transparent Finish (Stain or Clear Finish): N-grade Idaho white,
lodgepole, ponderosa, or sugar pine, western red cedar, douglas fir, or yellow poplar].
Project No. 28042
ADDENDUM #1
a.
2.
3.
2.8
Provide material selected for compatible grain and color.
Moldings for Opaque Finish (Painted): P-grade Idaho white, lodgepole, ponderosa, or
sugar pine, or yellow poplar.
Manufactured to sizes and patterns (profiles) shown.
PANELING
A.
Hardwood Veneer Plywood Paneling: Manufacturer's stock hardwood plywood panels
complying with applicable requirements in HPVA HP-1.
1.
2.
3.
4.
5.
6.
7.
8.
2.9
Face Veneer Species: Plain-sliced red oak.
Backing Veneer Species: Any hardwood compatible with face species.
Construction: Veneer core.
Thickness: 7/16 inch.
Panel Size: As indicated on the drawings.
Glue Bond: Type II (interior).
Face Pattern: As selected by Architect form manufacturer's standard patterns.
Finish: As selected by Architect from manufacturer's full range.
MISCELLANEOUS MATERIALS
A.
Fasteners for Exterior Finish Carpentry: Provide nails or screws of the following materials, in
sufficient length to penetrate minimum of 1-1/2 inches into substrate, unless otherwise
recommended by manufacturer:
1.
2.
B.
Hot-dip galvanized steel.
Pre-finished aluminum in color to match stain, where face fastening of material to
receive stain is unavoidable.
Fasteners for Interior Finish Carpentry: Nails, screws, and other anchoring devices of type,
size, material, and finish required for application indicated to provide secure attachment,
concealed where possible.
1.
Where finish carpentry materials are exposed in areas of high humidity, provide
fasteners and anchorages with hot-dip galvanized coating complying with
ASTM A 153/A 153M.
C.
Paneling Adhesives:
adhesives.
D.
Flashing: Comply with requirements in Division 7 Section "Sheet Metal Flashing and Trim"
for flashing materials installed in finish carpentry.
1.
E.
Comply with paneling manufacturer's written recommendations for
Horizontal Joint Flashing for Siding: Preformed galvanized steel Z-shaped flashing.
Sealants: Comply with requirements in Division 7 Section "Joint Sealants" for materials
required for sealing siding work.
Project No. 28042
ADDENDUM #1
2.10
FABRICATION
A.
Wood Moisture Content: Comply with requirements of specified inspection agencies and
with manufacturer's written recommendations for moisture content of finish carpentry at
relative humidity conditions existing during time of fabrication and in installation areas.
B.
Back out or kerf backs of the following members, except members with ends exposed in
finished work:
1.
2.
3.
C.
Exterior standing and running trim wider than 5 inches.
Interior standing and running trim, except shoe and crown molds.
Wood board paneling.
Ease edges of lumber less than 1 inch in nominal thickness to 1/16-inch radius and edges of
lumber 1 inch or more in nominal thickness to 1/8-inch radius.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
3.2
Pre-installation Meeting: Meet at project site prior to delivery of finish carpentry materials and
review coordination and environmental controls required for proper installation and ambient
conditioning in areas to receive work. Include in meeting the Contractor, Architect and other
Owner Representatives (if any), Installers of finish carpentry, wet work including plastering,
other finishes, painting, mechanical work and electrical work, and firms and persons
responsible for continued operation (whether temporary or permanent) of HVAC system as
required to maintain temperature and humidity conditions. Proceed with finish carpentry on
interior only when everyone concerned agrees that required ambient conditions can be
properly maintained.
PREPARATION
A.
Clean substrates of projections and substances detrimental to application.
B.
Before installing finish carpentry, condition materials to average prevailing humidity in
installation areas for a minimum of 24 hours, unless longer conditioning is recommended by
manufacturer.
C.
Painted Lumber: Prime lumber for exterior applications to be painted, including both faces
and edges. Cut to required lengths and prime ends. Comply with requirements in Division 9
Section "Painting."
3.3
INSTALLATION, GENERAL
A.
Do not use materials that are unsound, warped, improperly treated or finished, inadequately
seasoned, or too small to fabricate with proper jointing arrangements.
1.
Do not use manufactured units with defective surfaces, sizes, or patterns.
Project No. 28042
ADDENDUM #1
B.
Install finish carpentry level, plumb, true, and aligned with adjacent materials.
concealed shims where necessary for alignment.
1.
2.
3.
4.
3.4
Use
Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as
recommended by manufacturer.
Countersink fasteners, fill surface flush, and sand where face fastening is
unavoidable.
Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining finish
carpentry with 1/32-inch maximum offset for flush installation and 1/16-inch maximum
offset for reveal installation.
Coordinate finish carpentry with materials and systems in or adjacent to it. Provide
cutouts for mechanical and electrical items that penetrate finish carpentry.
STANDING AND RUNNING TRIM INSTALLATION
A.
Install with minimum number of joints practical, using full-length pieces from maximum
lengths of lumber available. Do not use pieces less than 24 inches long, except where
necessary. Stagger joints in adjacent and related standing and running trim. Cope at
returns and miter at corners to produce tight-fitting joints with full-surface contact throughout
length of joint. Use scarf joints for end-to-end joints. Plane backs of casings to provide
uniform thickness across joints, where necessary for alignment.
1.
2.
3.
4.
3.5
Match color and grain pattern across joints.
Install trim after gypsum board joint finishing operations are completed.
Drill pilot holes in hardwood before fastening to prevent splitting. Fasten to prevent
movement or warping. Countersink fastener heads on exposed carpentry work and fill
holes.
Fit exterior joints to exclude water. Apply flat grain lumber with bark side exposed to
weather.
SIDING INSTALLATION
A.
Plywood Siding: Install panels with edges over framing or blocking. Nail at 6 inches o.c. at
panel perimeter and 12 inches o.c. at intermediate supports, unless manufacturer
recommends closer spacing. Leave 1/16-inch gap between adjacent panels and 1/8-inch
gap at perimeter and openings, unless otherwise recommended by panel manufacturer.
1.
2.
3.
4.
Seal butt joints at inside and outside corners and at trim locations.
Install continuous metal flashing at horizontal panel joints with 1/8-inch expansion
gap.
Apply battens and corner trim as indicated.
Conceal fasteners to greatest practical extent by countersinking and filling, by placing
in grooves of siding pattern, or by concealing with applied trim or battens as detailed.
Do not nail through overlapping pieces.
B.
Flashing: Install metal flashing as indicated on Drawings and as recommended by siding
manufacturer.
C.
Finish: Apply finish within two weeks of installation.
D.
Install siding to comply with manufacturer's warranty requirements.
Project No. 28042
ADDENDUM #1
3.6
PANELING INSTALLATION
A.
Plywood Paneling: Select and arrange panels on each wall to minimize noticeable variations
in grain character and color between adjacent panels. Leave 1/4-inch gap to be covered
with trim at top, bottom, and openings. Install with uniform tight joints between panels.
1.
2.
3.
3.7
Attach panels to supports with manufacturer's recommended panel adhesive and
fasteners. Space fasteners as recommended by panel manufacturer.
Conceal fasteners to greatest practical extent.
Arrange panels with grooves and joints over supports. Fasten to supports with nails
of type and at spacing recommended by panel manufacturer. Use fasteners with
prefinished heads matching groove color.
ADJUSTING
A.
3.8
Replace finish carpentry that is damaged or does not comply with requirements. Finish
carpentry may be repaired or refinished if work complies with requirements and shows no
evidence of repair or refinishing. Adjust joinery for uniform appearance.
CLEANING
A.
3.9
Clean finish carpentry on exposed and semi-exposed surfaces. Touch up factory-applied
finishes to restore damaged or soiled areas.
PROTECTION
A.
Installer of finish carpentry work shall advise Contractor of final protection and maintained
conditions necessary to ensure that the work will be without damage or deterioration at time
of acceptance.
END OF SECTION 06 20 00
Project No. 28042
ADDENDUM #1
SECTION 07 18 13 – PEDESTRIAN TRAFFIC COATINGS
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
SUMMARY
A.
This Section includes traffic coatings for the following applications:
1.
B.
Related Sections include the following:
1.
2.
1.3
Interior, Exterior, pedestrian traffic.
Division 3 Section "Concrete Floor Topping" for traffic-bearing toppings applied over
base slabs or precast concrete units.
Division 9 Section "Resinous Flooring" for decorative and general-use resinous
floorings.
SUBMITTALS
A.
Product Data: For each product indicated.
B.
Shop Drawings: Show extent of each traffic coating. Include details for treating substrate
joints and cracks, flashings, deck penetrations, and other termination conditions. Include
layout of traffic striping and markings.
C.
Samples for Initial Selection: Manufacturer's color charts showing the full range of colors,
textures, and patterns available for each type of product indicated.
D.
Samples for Verification: For each type of traffic coating required, prepared on rigid backing
and of same thickness and material indicated for the Work.
1.
Provide stepped samples on backing large enough to illustrate build-up of traffic
coatings.
E.
Material Certificates: Signed by manufacturer certifying that traffic coatings comply with
requirements, based on comprehensive testing of current product formulations within the last
three years.
F.
Maintenance Data: To include in maintenance manuals specified in Division 1. Identify
substrates and types of traffic coatings applied. Include recommendations for periodic
inspections, cleaning, care, maintenance, and repair of traffic coatings.
G.
LEED Submittals:
Pedestrian Traffic Coatings 07 18 13 - 1
Project No. 28042
ADDENDUM #1
1.
2.
3.
1.4
Product Test Reports for Credit SS 7.2: For traffic coatings that are roof coverings,
documentation indicating compliance with Solar Reflectance Index requirement.
Product Data for Credit IEQ 4.2:
For interior field-applied traffic coatings,
documentation including printed statement of VOC content. Provide VOC
documentation for all products that are past of the coating system, i.e.: primers,
catalysts, base coat, and top coat.
Laboratory Test Reports for Credit IEQ 4.2:
For interior traffic coatings,
documentation indicating that products comply with the testing and product
requirements of the California Department of Health Services' "Standard Practice for
the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale
Environmental Chambers."
QUALITY ASSURANCE
A.
Installer (Applicator) Qualifications: An experienced applicator who has specialized in
installing work similar in material, design, and extent to that indicated for this Project and
who is certified by manufacturer.
1.
B.
Source Limitations: As follows:
1.
2.
C.
2.
Fire-response testing was performed by UL, ITS, or another independent testing and
inspecting agency that is acceptable to authorities having jurisdiction and that
performs testing and follow-up services.
Provide materials identical to those of traffic coatings tested according to ASTM E 108
for deck type and slopes indicated and that comply with requirements for roofcovering Class indicated.
Mockups: Architect will select one representative surface for each traffic coating and each
substrate to receive traffic coatings. Apply each coating to at least 200 sq. ft. of each
substrate to demonstrate surface preparation, joint and crack treatment, thickness, texture,
color, and standard of workmanship.
1.
2.
E.
Use traffic coatings of a single manufacturer.
Obtain primary traffic coating materials, including primers, from traffic coating
manufacturer. Obtain secondary materials including aggregates, sheet flashings, joint
sealants, and substrate repair materials of type and from source recommended by
traffic coating manufacturer. All materials used in the system have to comply with
VOC limits of SCAQMD rule 1113 effective as of 1/1/2004.
Fire-Test-Response Characteristics: For traffic coatings as follows:
1.
D.
Certification: Written approval or license of applicator by traffic coating manufacturer.
Remove and reapply mockups until they are approved by Architect.
Keep approved mockups undisturbed during construction as a standard for judging
completed traffic coatings. Undamaged mockups may be incorporated into the Work.
Preinstallation Conference: Conduct conference at Project site to comply with requirements
in Division 1 Section "Project Meetings."
1.
Before installing traffic coatings, meet with representatives of authorities having
jurisdiction, manufacturer's technical representative, Owner, Architect, consultants,
2 - 07 18 13 - Pedestrian Traffic Coatings
Project No. 28042
ADDENDUM #1
independent testing agency, and other concerned entities. Review requirements for
traffic coatings. Notify participants at least seven days before conference.
1.5
DELIVERY, STORAGE, AND HANDLING
A.
Deliver materials in original packages and containers with seals unbroken and bearing
manufacturer's labels showing the following information:
1.
2.
3.
4.
5.
6.
7.
B.
1.6
Manufacturer's brand name.
Type of material.
Directions for storage.
Date of manufacture and shelf life.
Lot or batch number.
Mixing and application instructions.
Color.
Store materials in a clean, dry location protected from exposure to direct sunlight. In storage
areas, maintain environmental conditions within range recommended in writing by
manufacturer.
PROJECT CONDITIONS
A.
Environmental Limitations: Apply traffic coatings within the range of ambient and substrate
temperatures recommended in writing by manufacturer. Do not apply traffic coatings to
damp or wet substrates, when temperatures are below 40 deg F, when relative humidity
exceeds 85 percent, or when temperatures are less than 5 deg F above dew point.
1.
1.7
Do not apply traffic coatings in snow, rain, fog, or mist, or when such weather
conditions are imminent during the application and curing period. Apply only when
frost-free conditions occur throughout the depth of the substrate.
WARRANTY
A.
General Warranty: Special warranty specified in this Article shall not deprive Owner of other
rights Owner may have under other provisions of the Contract Documents and shall be in
addition to, and run concurrent with, other warranties made by Contractor under
requirements of the Contract Documents.
B.
Special Warranty: Written warranty, signed by traffic coating manufacturer agreeing to
repair or replace traffic coatings that do not comply with requirements or that deteriorate
during the specified warranty period. Warranty does not include deterioration or failure of
traffic coating due to unusual weather phenomena, failure of prepared and treated substrate,
formation of new substrate cracks exceeding 1/16 inch in width, fire, vandalism, or abuse by
snowplow, maintenance equipment, and truck traffic.
1.
Deterioration of traffic coatings includes, but is not limited to, the following:
a.
b.
c.
Adhesive or cohesive failures.
Abrasion or tearing failures.
Surface crazing or spalling.
Project No. 28042
ADDENDUM #1
d.
C.
Intrusion of water, oils, gasoline, grease, salt, deicer chemicals, or acids into
deck substrate.
Warranty Period: Five years from date of Substantial Completion. (Project Close-Out Item)
PART 2 - PRODUCTS
2.1
MATERIALS
A.
Physical Requirements: Provide traffic coatings complying with ASTM C 957.
B.
Material Compatibility:
Provide primers; base, intermediate, and top coats; and
miscellaneous materials that are compatible with one another and with substrate under
conditions of service and application, as demonstrated by the manufacturer based on testing
and field experience.
2.2
TRAFFIC COATING
A.
Products: Subject to compliance with requirements, provide the following or equal:
1.
2.
PEDA-GARD LT System by Neogard.
RESINYTE “U” System by Pli Dek
B.
Primer: Manufacturer's standard factory-formulated primer recommended for substrate and
conditions indicated.
C.
Preparatory and Base Coats: Manufacturer’s standard factory formulated prep and base
coat recommended for the system.
D.
Intermediate Coat: Manufacturer’s standard factory formulated prep and base coat
recommended for the system
E.
Top Coat: Manufacturer’s standard factory formulated prep and base coat recommended for
the system
1.
Color & Slip-Resistance: As selected by Architect from manufacturer's full range.
F.
Component Coat Thicknesses: 3 coats as recommended by manufacturer for substrate and
service conditions indicated, but not less than 3/16” total thickness.
G.
Aggregate: As recommended in writing by traffic coating manufacturer for the slip resistance
selected by architect.
1.
Spreading Rate: As recommended by manufacturer for substrate and service
conditions indicated, but not less than the following:
a.
b.
H.
Intermediate Coat: To refusal.
Top Coat: As required to achieve slip-resistant finish.
Fire-Test-Response Characteristics: Class A roof covering per ASTM E 108.
Project No. 28042
ADDENDUM #1
2.3
MISCELLANEOUS MATERIALS
A.
Joint Sealants: Multicomponent urethane sealant recommended in writing by manufacturer
for substrate and joint conditions indicated and for compatibility with traffic coatings;
complying with ASTM C 920, Type M, Class 25, Grade NS for sloping and vertical
applications or Grade P for deck applications, and Use T where subject to traffic or Use NT
elsewhere. Sealant VOC shall comply with SCAQMD rule 1113 effective as of 1/1/2004.
B.
Sheet Flashing:
manufacturer.
C.
Adhesive: Manufacturer's recommended contact adhesive complaint with VOC limits of
SCAQMD rule 1113 effective as of 1/1/2004.
D.
Reinforcing Strip: Manufacturer's recommended fiberglass mesh.
E.
Traffic Paint: Alkyd-resin ready mixed, complying with AASHTO M 248, Type N.
1.
60-mil minimum, nonstaining sheet material recommended by
Color: White.
a.
Use blue for spaces accessible to the disabled.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine substrates, with Applicator present, for compliance with requirements and for other
conditions affecting performance of traffic coatings.
1.
2.
3.
4.
5.
3.2
For the record, prepare written report, endorsed by Applicator, listing conditions
detrimental to performance.
Verify compatibility with and suitability of substrates.
Begin coating application only after minimum concrete curing and drying period
recommended by traffic coating manufacturer has passed, after unsatisfactory
conditions have been corrected, and after surfaces are dry.
Verify that substrates are visibly dry and free of moisture. Test for moisture by
method recommended in writing by manufacturer.
Application of coating indicates acceptance of surfaces and conditions.
PREPARATION
A.
Clean and prepare substrates according to manufacturer's written recommendations to
produce clean, dust-free, dry substrate for traffic coating application.
B.
Mask adjoining surfaces not receiving traffic coatings, deck drains, and other deck substrate
penetrations to prevent spillage, leaking, and migration of coatings.
C.
Concrete Substrates: Mechanically abrade concrete surfaces to a uniform profile according
to ASTM D 4259. Do not acid etch.
1.
Remove grease, oil, paints, and other penetrating contaminants from concrete.
Project No. 28042
ADDENDUM #1
2.
3.
4.
3.3
Remove concrete fins, ridges, and other projections.
Remove laitance, glaze, efflorescence, curing compounds, concrete hardeners, formrelease agents, and other incompatible materials that might affect coating adhesion.
Remove remaining loose material to provide a sound surface, and clean surfaces
according to ASTM D 4258.
TERMINATIONS AND PENETRATIONS
A.
Prepare vertical and horizontal surfaces at terminations and penetrations through traffic
coatings and at expansion joints, drains, and sleeves according to ASTM C 1127 and
manufacturer's written recommendations.
B.
Provide sealant cants at penetrations and at reinforced and non-reinforced deck-to-wall butt
joints.
C.
Terminate edges of deck-to-deck expansion joints with preparatory base-coat strip.
D.
Install sheet flashings at deck-to-wall expansion and dynamic joints, and bond to deck and
wall substrates according to manufacturer's written recommendations.
3.4
JOINT AND CRACK TREATMENT
A.
Prepare, treat, rout, and fill joints and cracks in substrates according to ASTM C 1127 and
traffic coating manufacturer's written recommendations. Before coating surfaces, remove
dust and dirt from joints and cracks according to ASTM D 4258.
1.
3.5
Comply with recommendations in ASTM C 1193 for joint-sealant installation.
TRAFFIC COATING APPLICATION
A.
Apply traffic coating material according to ASTM C 1127 and manufacturer's written
recommendations.
1.
2.
3.
B.
3.6
Start traffic coating application in presence of manufacturer's technical representative.
Verify that wet film thickness of each component coat complies with requirements
every 100 sq. ft.
Apply traffic coatings to prepared wall terminations and vertical surfaces to height
indicated and omit aggregate on vertical surfaces.
Apply traffic paint for striping and other markings with mechanical equipment to produce
uniform straight edges. Apply at manufacturer's recommended rates for a 15-mil minimum
wet film thickness.
FIELD QUALITY CONTROL
A.
Testing: Owner will engage a qualified testing agency to perform the following field qualitycontrol testing:
1.
Samples of material delivered to Project site shall be taken, identified, sealed, and
certified in presence of Owner representative and Contractor.
Project No. 28042
ADDENDUM #1
2.
3.
Testing agency shall perform tests for characteristics specified, using applicable
referenced testing procedures or, if not referenced, using tests cited in manufacturer's
product data.
Testing agency shall verify thickness of coatings during traffic coating application.
B.
If test results show traffic coating materials do not comply with requirements, remove noncomplying materials, prepare surfaces, and reapply traffic coatings.
C.
Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.7
CURING AND PROTECTING
A.
Cure traffic coatings according to manufacturer's written recommendations.
contamination and damage during application and curing stages.
B.
Protect traffic coatings from damage and wear during remainder of construction period.
END OF SECTION 07 18 00
Prevent
(3/06)
www.aedisarchitects.com
387 S. 1st Street, Suite 300
San Jose, CA 95113
tel: (408)-300-5160
fax: (408)-300-5121
PROJECT
JEFFERSON
HIGH
SCHOOL
NEW
CLASSROOM
& MUSIC
BUILDINGS
EN
S ED
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JEFFERSON HIGH SCHOOL NEW
CLASSROOM & MUSIC BUILDINGS
JEFFERSON UNION HIGH SCHOOL DISTRICT
CONSULTANT
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JEFFERSON UNION HIGH
SCHOOL DISTRICT
AT
N.
1
06 /30 /
5
RN
ST
E
RE
IA
NO. C-27443
O F CA L I FO
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
San Jose, CA., 95113
fax: (408) 300 - 5121
DATE
SHEET
AD1 - T1a
28042
1/16/14
REFERENCE T1
a
a
b
c
d
a
2
12"
SCIENCE LAB.
47
J106
6' - 0"
10
39 TYP.
T.O.
RETAINING
WALL
25
3
W-1
1
25 PS
6' - 0"
A8.20
7 1/2"
16' - 6"
A8.10
17
12"
48
J105c
PS 14
31
36
J105
4.4
W1a
4.5
7' - 6"
ø
35
18"
PREP. RM.
5'
-
0"
34 PS
FLM
60" MIN.
CHM
A6.01
90' - 0"
12"
50 1' - 0"
30"x48
" CLR.
30"x48
" CLR.
MIN.
4' - 0"
11
1
25' - 0"
26
4
1
8
J105b
27
30"x48
" CLR.
23
5
2' - 6"
18"
REF.
4'-0" MIN.
DW
21
5.2
24
T.O.
EN
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SCALE: 1/8" = 1'-0"
AT
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1
06 /30 /
O F CA L I
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RN
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IA
NO. C-27443
FO
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - A3.01a
28042
1/16/14
REFERENCE - A3.01
N
10' - 4 3/8"
PROPERTY LINE
M
3' - 2 3/4"
(E) CHAINLINK FENCE
TO REMAIN
4 3/4"
2' - 0"
9 1/2"
5' - 6 1/8"
(E) 2ND STORY
WOOD FRAMED
HOUSE
8 1/2" 1' - 7 1/2" 6"
T.O.CULVERT WALL AT
SIDEWALK LANDING
(279.10)
T.O.P. @ SIDEWALK
LANDING (278.65)
T.O.C @ CULVERT
T.O.CULVERT WALL.
AT STAIR LANDING
(276.88)
(N) FIRE
WATER
LINE
(N) WEEP HOLES TO
DRAIN NEIGHBORS
WALKWAY
8"
6"
7' - 10"
5' - 0"
2' - 2 29/32"
6"
(278.95) T.O.W
1' - 0"
S.S.
T.O EXISTING CULVERT
WALL (274.88)
3' - 4 1/2"
1' - 1 5/8"
TRANSITION SQUARE
CULVERT TO (E) V-DITCH
CULVERT IN (E) RETAINING
WALL NORTH OF BUILDING 'E'.
(271.12) F.F.
1
T.O.P. @ STAIR
LANDING (276.90)
T.O. 1ST FLR
0' - 0"
SOLDIER PILE
AND LAGGING
3' - 0"
3' - 7"
(270.20) T.O.
TOE FOOTING
(PER 10/S5.03)
BUILDING RETAINING WALL.
1' - 0"
2' - 0"
EN
S ED
J
A RCH
E L . YI
UN
IT
P
T
4' - 6 5/8"
LIC
2' - 2"
EC
2' - 0"
(269.62) T.O. HEAL
FOOTING (PER
20/S5.03)
AT
3/8" = 1'-0"
E
RE
N.
1
06 /30 /
O F CA L I
5
RN
ST
1
SECTION THROUGH GRIDLINE M, N, CULVERT AND ADJACENT RESIDENCE
IA
NO. C-27443
FO
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - A8.10a
28042
1/16/14
REFERENCE A8.10
STRUCTURAL CALCULATIONS
REVISIONS
ADDENDUM #1
FOR
JEFFERSON H.S. NEW CLASSROOM & MUSIC BUILDINGS
DALY CITY, CA
ARCHITECT:
Aedis Architecture & Planning
1494 Hamilton Ave.
San Jose, CA 95125
Telephone: (408) 264 - 2000
Facsimile: (408) 264 - 2500
STRUCTURAL ENGINEER:
Thornton Tomasetti
135 Main St. Suite 850
San Francisco, CA 94105
Telephone: (415) 365 - 6900
Facsimile: (415) 365 - 6901
TT Project No.:
09B128.03
Date: January
August 29,
16,2013
2013
K
L
M
10'-0"
SLRS
10'-0"
N
7'-2 5/8"
(E) RETAINING
WALL
T.O.W.
(TBD)
14
1
CL OF RETAINING
WALL
S5.03
20
S5.02
OUTLINE OF (N) RET
WALL FTG
14'-2 1/2"
6'-0"
0
14
10
S5.03
BFF-1
S5.04
6' MAX
SIM
T.O.W.
(+6'-0")
BFC-1
1
SLRS
1
6' MAX
BFC-1
6' MAX
BFC-1
TEMPORARY
SHORING WALL
4'-0"
BFF-1 (-0'-11") TYP.
S2.06
TYP.
3
6' MAX
1
17'-6"
4
BF-M
CF-1
1
4
S2.06
6' MAX
4'-0"
25'-0"
TYP
S5.03
16'-3"
9
6' MAX
BF-1
OUTLINE OF RET
WALL FTG
18" DRILLED PIER
W/ W8X35 OR
HP8X36,TYP.
6' MAX
F6
17'-6"
6' MAX
BFC-1
C1
SLRS
7'-6"
6' MAX
CF-1
CF-1
4
F5
CF-1
T.O.W.
(+7'-10")
T.O.W.
(+8'-1")
6'-0"
5
5.2
RETAINING
WALL FTG
1
9
S5.03
FOUNDATION
& FIRST FLOOR
PLAN
Dependent
on FOUNDATION
& FIRST
FLOOR PLAN
O FESS IO N
PR
A
S
T
R
A
UC T UR N
TE
R
O F C A L I FO
IA
ST
A
FILE NO.:
L
NO. S4116
JEFFERSON H.S. NEW CLASSROOM
& MUSIC BUILDINGS
L
RD
CA
J . W IL F
L
O
R
D
ER
GINE
EN
ER
E
1/8" = 1'-0"
REG IST
1
1
tel: (408) 300 - 5160
fax: (408) 300 - 5121
41-H2
APPL NO.:
01-111055
JOB NO.
09B128.00
01/16/14
DATE
SHEET
AD1-S2.01a
REFERENCE: S2.01
J J.2
T.O.S. (+ 13' - 5" )
10'-0"
T.O.S. (+13'-2 1/4")
T.O.S. (+13'-5 3/4")
14
S5.03
2'-5 5/8"
3'-4"
S7.01
S7.02
4"
W14X22
SLOPE TO DRAIN. MAINTAIN
MIN SLAB THICKNESS
1
S7.06
5" CONC SLAB W/ #4
@ 12" OC EA WAY
4 1/2"
19a
W12X19
T.O.S. (+13'-2 1/4")
10
AT STAIR
LANDING
W16X31
T.O.S. (+13'-2 1/4")
20'-0"
N
SLRS
L
SLRS
K
W18X50
W18X35
14
S5.03
SIM
1
1
W18X35
W12X19
L
A
UC T UR N
TE
R
O F C A L I FO
R
IA
ST
A
JEFFERSON H.S. NEW CLASSROOM &
MUSIC BUILDINGS
L
L
NO. S4116
S
T
J . W IL F
RD
CA
R
O FES S IO N
PR
A
O
R EG IST
D
ER
G INE
EN
ER
E
DependentFLOOR
(2) on FRAMING
SECOND FLOOR
PLAN FRAMING PLAN
1 SECOND
1/8" = 1'-0"
tel: (408) 300 - 5160
fax: (408) 300 - 5121
FILE NO.:
41-H2
APPL NO.:
01-111055
JOB NO.
09B128.00
DATE
01/16/14
SHEET
AD1-S2.02a
REFERENCE: S2.02
BUILDING
'A'
BUILDING
'F'
(TYP.)
Z2
Z1 Z1 Z1 Z2
1
SCALE: 1/16" = 1'-0"
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E1.02a
28042
1/16/14
REFERENCE - E1.02
1
1
(TYP.)
JL1-25
JL1-27
1
1
JL1-27
1
JL1-25
JL1-27
1
JL1-27
1
(E)
(TYP.)
1
JL1-29
1
1
JL1-29
JL1-31
1
1
JL1-31
JL1-31
JL1-31
1
1
E6.02
1
(E
JL1-29
1
1
JL1-29
SCALE: 1/16" = 1'-0"
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E1.02b
28042
1/16/14
REFERENCE - E1.02
JL1-29
JL1-31
1
1
ELEC. ROOM J116
DISTRIBUTION PANEL
"DSBJ"
1
1
1
JL1-29
JL1-31
BUILDING "K" ELEC.
RM. K103
1
1
(TYP.)
(TYP.)
(TYP.)
1
SCALE: 1/16" = 1'-0"
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E1.02c
28042
REFERENCE - E1.02
1/16/14
(TYP.)
EP1-30
IRRIGATION CONTROLLER
JL1-25
1
JL1-27
1
SCALE: 1/16" = 1'-0"
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E1.02d
28042
1/16/14
REFERENCE - E1.02
TED STEEL
1
SIGNAL CONDUITS STUB INTO IDF ROOM #J107, ELECTRICAL
ROOM #J116, AND ELECTRICAL ROOM #K103. SEE S, F & M
PLANS AND SPECIFICATION FOR MORE INFORMATION.
ALL PARKING LOT, RAMPS, COURTYARD, AND EXTERIOR
BUILDING SHALL BE WIRED AND CONTROLLED BY THE
SCHOOL'S ENERGY MANAGEMENT SYSTEM (EMS).
COORDINATE WITH MECHANICAL AND SCHOOL DISTRICT'S
EMS CONSULTANT PRIOR TO CONSTRUCTION.
CONNECT TO BUILDING (E) EXTERIOR LIGHTING CIRCUIT.
ENTIRE AREA HAS (E) UNDERGROUND POWER, LOW
VOLTAGE SYSTEMS CONDUITS AND OTHER UTILITIES. THE
CONTRACTOR SHALL HIRE AN UNDERGROUND LOCATION
SERVICE, HAVE ALL UTILITIES CLEARLY IDENTIFIED, AND POT
HOLE TO IDENTIFY DEPTHS OF ALL SYSTEMS PRIOR TO
CONSTRUCTION.
CONNECT ARCHWAY FIXTURES TO BRIDGE LIGHTING (E)
CIRCUIT AND CONTROLS.
POLE BASE SHALL BE TO ONE SIDE EDGE OF BIOSWALE
DIRECT BORE AND INSTALL 4"C. UNDERNEATH THE EXISTING
BUILDING AND EXTEND INTO THE (E) VAULT.
THE CONTRACTOR SHALL DRILL THROUGH THE SUMP IN
BOTTOM OF VAULT DIAMETER OF SUMP, 2' DEEP MINIMUM
AND INSTALL "ROCK-IN-SOCK" FOR DRAINAGE.
PROVIDE AND INSTALL 120V, 20 AMP, 1-POLE CIRCUIT
BREAKER IN (E) PANEL 'EP1' AND 3/4" C, WITH (2) #12 AND (1)
#12 GROUND. CONNECT POWER AND DATA PER THE
MANUFACTURER'S INSTALLATION MANUAL
LOCATE 'Z1' FIXTURES EQUAL DISTANT ABOUT AND OVER
"JEFFERSON" RAISED LETTERS.
1
1"C., WITH (4) #10 AND (1) #10 GND FOR LANDSCAPE
LIGHTING, JL1-25,27
1"C., WITH (4) #8 AND (1) #10 GND FOR PARKING LOT LIGHTING
FL1-29,31.
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
28042
1/16/14
SHEET
AD1 - E1.02e
REFERENCE - E1.02
1.4
25
25
1
25
GROUND BAR, SEE DETAIL #6/E6.02
17,19
21,23
9
TY SYSTEM
T
25
7
9
SAC
3
1
3.4
3
IDF ROOM J107 ENLARGED PLAN
1/4" = 1'-0"
KEYNOTES
29. DEDICATED 4-PLEX FOR SECURITY SYSTEMS.
30. CONTINUE 208V, 1PHASE CIRCUIT TO SPLIT SYSTEM
COMPRESSOR.
1
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
28042
1/16/14
SHEET
AD1 - E3.10a
REFERENCE - E3.10
USTODIAN
J109
21,23
GIRLS
9
J110
7
SECURITY SYSTEM
CABINET
25
CLOCK SYSTEM PANEL
9
SAC
3
1
3.4
MACH. DISTRIBUTION
RM. PANEL "DPJ"
J111
ELECT.
PANEL "JL1" (LIGHTING)
DISTRIBUTION SWITCHBOARD
"DSBJ"
J114
14
PANEL "JP2"
STAFF
J113
TRANSFORMER "TJ1"
T
27
FACP
ENERGY MANAGEMENT
SYSTEM PANEL (EMS)
JP1-47,49
1
PANEL 'JL2'
(FOR MECH. EQUIPMENT)
14
4.1
FIRE RISER
J112
SAC
2
2
1/4" = 1'-0"
WP
ELECTRICAL ROOM J114 ENLARGED PLAN
KEYNOTES
29. DEDICATED 4-PLEX FOR SECURITY SYSTEMS.
30. CONTINUE 208V, 1PHASE CIRCUIT TO SPLIT SYSTEM
COMPRESSOR.
1
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E3.10b
28042
1/16/14
REFERENCE - E3.10
K102
T.V.
PANEL "KL1"
4
TRANSFORMER "TK1"
BAND ROOM
KP1-15,17
1
SAC
1
PANEL "KP1"
ELECT.
K101
KP1-1,3,5
T
4.9
K103
2
KP1-2,4
UNIFORM
STORAGE
K104
KP1-42
2
3
7
PRACTICE
PRACTICE
PRACTICE
K105
K106
K107
7
9
11
8
SCALE: 1/8" = 1'-0"
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E3.10c
28042
1/16/14
REFERENCE - E3.10
KP1-30
4
30
DOWN TO PANEL
'KP1' IN ELEC. ROOM
AT FIRST FLOOR
WP
4.9
KL1-(2,4,6)
KP1-15,17
7
WP
1
8
SCALE: 1/8" = 1'-0"
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
28042
1/16/14
SHEET
AD1 - E3.30a
REFERENCE - A1.04
11
13
3
3.4
FHF
2
WP
24
WP
JL2 (20-24)
WP
JP2-24
J
JP2-22
WP
JL2 (1-5)
WP
J
1
WP
JP1-47,49
WP
WP
JP2 -38,40
1
SCU
3
HV
2
J
JP2-36
WP
WP
J
JP2-3
J
WP
JL2 (7-11)
J
J WP
J
WP
FHF
1
EF
12
WP
WP
1
JP2 (24-28)
WP
HV
6
DOWN TO FIRST FLOOR
ELECTRICAL ROOM.
(TYP)
SCALE: 1/8" = 1'-0"
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E3.30b
28042
1/16/14
REFERENCE - E3.30
1.4
B.O.S.
COVERED WALKWAY 2
2
CUSTO
9' - 0"
9' - 0"
1
J10
9' - 0"
3
10' - 8"
3.1
1
MACH
LIBRARY
K102
J1
10' - 8"
9' - 0"
4
1
TCC
FIRE
BAND ROOM
9' - 0"
1
J1
K101
SEE SECOND
FLOOR REFLECTED
CEILING PLAN
4.9
7' - 2"
1
1
ELECT.
B.O.S.
K103
1
10' - 8"
9' - 0"
1
UNIFORM
STORAGE
K104
7
1
1
9' - 0"
8
1
1
1
1
PRACTICE
PRACTICE
PRACTICE
BAND OFFICE
K105
K106
K107
K108
SCALE: 1/8" = 1'-0"
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E4.10a
28042
REFERENCE - E4.10
1/16/14
1
1
1.4
1
8' - 6"
BOYS
J108
1IDF
B.O.S.
J107
B.O.S.
a
GIRLS
b
J110
1
1
8' - 6"
1
3.4
ELECT.
9' - 0"
T
B.O.S.
J114
B.O.S.
STAFF
9' - 0"
4.1
1
J113
1
1
COVERED WALKWAY 1A 1
1
10' - 0"
1
A1
X
3a 3b
3b 3a
N1EM N1
TCC
N1
N1EM N1
D
6
E7.2
B.O.S.
TYP.
N1
N1EM N1
1c,d
D
SCIENCE LAB.
N2
N2
A1
1d
1d N1
1d
N2
A
N1EM N1
1a,b,c 1a,b,c 1
N2
1c,d
1d
10' - 0"
D
N2
10' - 0"
1
N1EM N1
1a,b,c 1a,b,c 1
1c,d
1d
1a,b,c 1a,b,c 1a,b,c 1a,b,c 1a,b,c N2
N1
3d
A
1d
N1EM N1
J101D
3c
N2
N2
1
3a 3b
3c
3d
1a,b,c 1a,b,c 1a,b,c 1a,b,c 1a,b,c
X
TCC
X
1d
D
1d
1c,d
D
N1
N1EM N1
N1EM N1
1a,b,c 1a,b,c 1a,b,c 1a,b,c 1a,b,c
N1 N1EM
A
1
1a,b,c 1a,b,c 1a,
1c,d
PREP. RM.
D
E
E.4
1
F
1
J102
G
SCALE: 1/8" = 1'-0"
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E4.10b
28042
REFERENCE - E4.10
1/16/14
G.9
H
J
J.2
K
L
M
N
1
1
1
N1EM
X
3a
5a,b,c
N1EM
5a,b,c
N1
N1
3b
1
1
5a,b,c
5a,b,c
5a,b,c
5a,b,c
N1EM
5a,b,c
N1
5a,b,c
1
5a,b,c
5a,b,c
3a,b,c
N2
1
3b 3a
1
3d
3c
1
A1
N1EM N1
1a,b,c 1a,b,c 1a,b,c
5a,b,c
5a,b,c
N2
5d
5d
N1EM N1
N1EM N1
N1
4.4
4d 4c
A
D
3c,d
N1EM N1
1
12' - 0"
1
A1
1
3c,d
4.5
3c,d
10' - 0"
3d 3c
5
3a 3b
5.2
N1EM N1
D
PREP. RM.
J105
N2
3d
1
6
3d
N1EM N1
3a,b,c 3a,b,c 3a,b,c 3a,b,c 3a,b,c 3a,b,c N2
SCIENCE LAB.
SCIENCE LAB.
J103
D
10' - 0"
N1 N1EM
N1EM
5d
N2
D
3
3a,b,c 3a,b,c 3a,b,c 3a,b,c 3a,b,c 3a,b,c
D
N1
N1EM
N2
D
N1EM N1
N1
N1
3a 3b
N1EM N1
N1EM
5a,b,c
A
3c,d
12' - 0"
TCC
N1
X
3a 3b
5a,b,c
1
N1
5a,b,c
1
X
5a,b,c
10' - 0"
N1
N2
5d
X
TCC
1
J106
5a,b,c
5a,b,c
1
N1EM
N1EM
D
N1
SCIENCE LAB.
5a,b,c
N1
5a,b,c
N1EM
D
N1EM
5a,b,c
N1
5a,b,c
N1
5a,b,c
N1EM
N1EM
3d
N2
J104
N1
N1EM N1
N1EM N1
8
3d
10' - 0"
1
N1EM N1
4b 4a
9
X
1
TYP
H
J.2
1
K
L
M
N
SCALE: 1/8" = 1'-0"
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E4.10c
28042
REFERENCE - E4.10
1/16/14
J205a
CHASE FOR
ELECTRICAL
CONDUITS
4.1
JL1-19,21
COVERED WALKWAY 1B
JL1-11,13
19
L1EM
WP 19
1
19
L1
L1EM
6
E7.2
1
1
X
X
D
3a 3b
N3EM N3
N3EM N3
L1EM
L1
X
D
3b 3a
N3EM N3
1
J
21
19
TYP.
TCC
21
1
L1EM
21
L1
3c
3c
3dA1
3d
X
D
3a 3b
N3 10' - 0"
N3EM N3
TCC
1
1
1
N3EM N3
3a 3
N3EM
10' - 0"
1
N3
13
L1EM
B.O.S.
10a,b,c
N3EM
13
L1EM
13
L1EM
10a,b,c
13
L1EM
N2
10a,b,c
N3EM
10a,b,c
B.O.S.
10a,b,c
10a,b,c
N3
10c,d
N2
LAB.
N3 SCIENCE N3
J201
a,b
13
L1EM
N3
10d
10a,b,c
N2
N2
10d
1
10a,b,c
N3EM
10a,b,c
B.O.S.
10a,b,c
10a,b,c
N3
10' - 0"10c,d
10d
D
J203
N2
A1
N2
10a,b,c
LAB.
N3 SCIENCE N3
N3EM
N2
N3
10a,b,c
10d
10d a,b
10c,d
10d
N3
10a,b,c
A
N3
N2
N3
10d
10a,b,c
10d
10a,b,c
D
A
N3EM N3
N3EM N3
N3 N3EM
N3EM N3
10' - 0"
N3 N3EM
N3 N3EM
10c,d
D
10' - 0"
PREP. RM.
TYP
J202
D
E
E.4
F
G
SCALE: 1/8" = 1'-0"
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E4.20a
28042
1/16/14
REFERENCE - E4.20
G.9
H
J
J.2
K
L
M
1
1
(TYP.)
WP
1
X
19
N1EM
3a
19
L1
N1EM
14a,b,c
1
3b
14a,b,c
14a,b,c
14a,b,c
14a,b,c
N1EM
14a,b,c
N1
D
N1
N1
10' - 0"
N1EM
14a,b,c
N1
14a,b,c
N1EM
N1EM
14a,b,c
N1
N1
19
1
21
14a,b,c
L1EM
14a,b,c
N1EM
14a,b,c
14a,b,c
N1
14a,b,c
N1
N1
14a,b,c
N1EM
14a,b,c
D 14a,b,c
N1
3b
3a
1
N1EM
SCIENCE LAB. 14a,b,c
N1EM
J206
14a,b,c
E
14a,b,c
N1EM
19
X
L1
14a,b,c
N110' - 0"
N2
N2
N2
N2
14d
14d
N1
14a,b,c
14a,b,c
14a,b,c
N1EM
14d
14d
TCC
D
JL1-10,12,14
13
L1EM
1
3d
3c
1
A1
A
D
A
4d 4c
P
A1
3d
3c
12c,d
12c,d
12c,d 10' - 0"
12c,d
3a 3b
X
3a 3b
N3EM
N1
N1EM N1
10a,b,c
12a,b,c 12a,b,c 12a,b,c 12a,b,c
D
TCC
3a 3b
X
N1EM
TYP
CLASSROOM
N2
J204 N2
12d
1
SCALE: 1/8" = 1'-0"
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E4.20b
28042
REFERENCE - E4.20
1/16/14
1
DISTRIBUTION SWITCHBOARD "DSBJ"
(LOCATED IN NEW CLASSROOMS ELEC. RM.)
400A
3P
400A, 480/277V, 3Ø, 4W + G,
125A
3P
(25,000AIC)
100A
3P
ST
100A
3P
225A
3P
225A
3P
1
1
F
1
1
31.9KVA
MAIN
LCP
PANEL
"JL1"
PANEL
"JL2"
EXTERIOR
LIGHTING
CONTROL
PANEL
LIGHTING
PANEL
MECH.
EQUIP.
15.9KVA
15.3KVA
PANEL
"KL1"
ELEVATOR
C.P.
1.5"C, 3#4, 1#8(G)
XFMR
"TK1"
22.4KVA
XFMR
"TJ1"
1
(L
500A
3P
PANEL
"KP1"
225A
3P
1
150A
5
FOR BUILDING "K",
BAND ROOM
31.9KVA
KEYNOTES:
THE CONTRACTOR SHALL COORDINATE THE ELEVATOR
CIRCUIT BREAKER AND FEEDER SIZE WITH THE APPROVED
ELEVATOR SUBMITTAL, PROVIDE, INSTALL ACCORDINGLY
AND PROVIDE CREDIT IF SMALLER.
TIE ELEVATOR SHUNT TRIP INTO THE FIRE ALARM SYSTEM
PER THE ELEVATOR CODE AND THE APPROVED
MANUFACTURER'S REQUIREMENTS.
1
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E5.01a
28042
REFERENCE - E5.01
1/16/14
"TJ1"
DISTRIBUTION PANEL "DPJ"
122.4KVA
(LOCATED IN NEW CLASSROOMS ELEC. RM.)
500A
3P
1
1
500A, 120/208V, 3Ø, 4W + G, 200% NEUTRAL
225A
3P
225A
3P
225A
3P
225A
3P
225A
3P
225A
3P
SPARE
(TYP)
PANEL
"JP1"
PANEL
"JP2"
PANEL
"JP3"
PANEL
"JP4"
30.1KVA
22KVA
23.8KVA
25.5KVA
1
PANEL
"JP5"
(TYP.)
21KVA
1
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E5.01b
28042
1/16/14
REFERENCE - E5.01
SAME AS TYPE "A" EXCEPT WITH EMERGENCY BATTERY BALLAST (1100 LUMENS).
NOTE 1.
1
NOT USED
1
NOT USED
NOTE 1.
4' LONG SURFACE MOUNTED WRAPAROUND LUMINAIRE, WHITE STEEL HOUSING AND
ENDCAPS, IMPACT RESISTANT PRISMATIC LENS, TAMPERPROOF SCREWS, ELECTRONIC
COOPER LIGHTING, FAIL-SAFE "TC" SERIES
NOT USED.
4' LONG, 6" WIDE (NOMINAL) WALL MOUNTED VANDALPROOF FLUORESCENT LIGHTING
FIXTURE, WHITE HIGH REFLECTANCE POWDER COAT FINISH, IMPACT PRISMATIC LENSE, SS
TAMPERPROOF SCREWS, 2-F32T8 LAMPS, 277V WITH EMERGENCY BATTERY BALLAST,
NOTE 1.
COOPER LIGHTING, FAIL-SAFE "FWW" SERIES
1
DIRECT/INDIRECT, FULLY ADJUSTABLE AIRCRAFT CABLE SUSPENDED LINEAR
ICLS 4 ROW WITH
NOT USED.
NOT USED
1
SURFACE MOUNTED CFL VANDAL RESISTANT DOWNLIGHT, 15" ROUND POLYCARBONATE
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E6.01a
28042
REFERENCE - E6.01
1/16/14
LIGHTING FIXTURE SCHEDULE
TYPE
DESCRITION
NOTE
NOT USED.
1
8" DIAMETER x 5.63"H, RECESSED FLUORESCENT DOWNLIGHT, CLEAR SPECULAR ALZAK
SEE DETAIL
HADCO LIGHTING GX2-M-H-L-A-2-(FINISH AS DIRECTED BY THE ARCHITECT)-N-N-A-N
EXIT SIGN LIGHT, LED TYPE, UNIVERSAL MOUNTING, DIE-CAST ALUMINIUM HOUSING
(COLOR PER ARCHITECT), CLEAR FACE WITH GREEN LETTERING, NICKEL CADMIUM
BATTERY BACK UP, DIAGNOSTIC/ SELF-TEST CIRCUITRY, 120V CONNECTED TO
UNSWITCHED HOT, UL LISTED.
EMERGI-LITE PRESTIGE EDGE-LIT LED - SERIES W-LXN
SAME AS 'X' BUT WEATHER PROOF.
1
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E6.01b
28042
1/16/14
REFERENCE - E6.01
PANEL: "JL1"
DESCRIPTION
LOCATION: ELEC. ROOM J116
KVA LOAD
ØA ØB ØC
20A
0.9
0.9
0.9
SPARE
1.0
LTG-COVERED WALKWAY
1.0
LTG-EXT. WALKWAY
-
LTG - LANDSCAPE
-
LTG - PARKING LOT
SPARE
1
TRIM STYLE:
BUS RATING:
MAIN CB
MAIN LUGS ONLY
NOTE:
CB
FLUSH
100 A
A
1P
VOLTAGE: 277/480V, 3Ø, 4W + G
C
C
T
C
C
T
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
SURFACE
200 A
225 A
DOUBLE LUGS
CB
20A
KVA LOAD
DESCRIPTION
ØA ØB ØC
1P 0.9
LTG- CLASSROOM J104
1.2
1.2
LTG- CLASSROOM J108
1.6
0.9
LTG- CLASSROOM J206
0.9
LTG- CLASSROOM J205
LTG- CLASSROOM J204
0.9
LTG- CLASSROOM J203
1.6
2.0
SPARE
-
SPACE
20A
1P
0.5
LCP-ELEC. RM. J116
SPACE
CONNECTED LOAD
400 A
ØA
ØB
ØC
5.3 KVA
4.6 KVA
6.0 KVA
TOTAL 15.9 KVA
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E6.03a
28042
REFERENCE - E6.03
1/16/14
1
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E6.03b
28042
REFERENCE - E6.03
1/16/14
1
1
FILE NO.:
41 - H2
APPL NO.:
01-111055
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
SHEET
AD1 - E6.03c
28042
1/16/14
REFERENCE - E6.03
PANEL: "KP1"
DESCRIPTION
RECEPT-BAND RM K101
LOCATION: ELEC. ROOM K103
KVA LOAD
ØA ØB ØC
CB
20A
.54
1P
.54
0.5
REC/LTG-PRACT.RM K105 1.0
1.0
REC/LTG-PRACT.RM K106
1.0
REC/LTG-PRACT.RM K107
RECEPT-OFFICE RM K108 .36
20A
0.2
SAC-1 & SCU-1
2P
0.2
1
SPARE
-
SPACE
SCHOOL SIGN-SITE
20A
0.1
0.1
TRIM STYLE:
FLUSH
BUS RATING:
100 A
A
MAIN CB
MAIN LUGS ONLY
NOTE: WITH 200% NEUTRAL BUS
3P
VOLTAGE: 120/208V, 3Ø, 4W + G
C
C
T
C
C
T
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
CB
20A
KVA LOAD
DESCRIPTION
ØA ØB ØC
1P .36
RECEPT-RMS K103/K104
.36
RECEPT-LIBRARY K102
.36
.72
RECEPT-OFFICE K111
RECEPT-RMS K110/K109
-
SPARE
-
ROOF RECEPT
0.1
SPACE
20A
SURFACE
200 A
225 A
1P
MOTORIZED DAMPER-ROOF
0.1
0.1
CONNECTED LOAD
400 A
DOUBLE LUGS
ØA
ØB
ØC
3.0 KVA
2.2 KVA
2.1 KVA
TOTAL 7.3 KVA
FILE NO.:
APPL NO.:
JOB NO.
tel: (408) 300 - 5160
fax: (408) 300 - 5121
DATE
41 - H2
SHEET
01-111055 AD1 - E6.03d
28042
REFERENCE - E6.03
1/16/14
41 - H2
01-111055
28042
1/16/14
AD1 - T0.02a
REFERENCE XX/AX.XX
1.4
J107a
3.4
41 - H2
01-111055
28042
1/16/14
AD1 - T4.01a
REFERENCE XX/AX.XX
41 - H2
01-111055
28042
1/16/14
AD1 - T4.01b
REFERENCE XX/AX.XX
41 - H2
01-111055
28042
1/16/14
AD1 - T4.01c
REFERENCE XX/AX.XX

January 20, 2014 Aedis Architects 387 South First Street, Suite 300

Transcription

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