ADDENDUM NO. 3chalmerscs.com/uploads/3/5/...3_garden_grove_es_mpr... · Garden Grove Elementary School MPR Building Bid No. 19A2DF321 ADDENDUM NO. 3 LADSCAPE 1. Add Specification

SIMI VALLEY UNIFIED SCHOOL DISTRICT

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Garden Grove Elementary School MPR Building Bid No. 19A2DF321

ADDENDUM NO. 3

ADDENDUM NO. 3

February 22, 2019


Garden Grove Elementary School Multi-Purpose Building

BID NO. 19A22DF321

This Addendum No. 3 modifies by amendment, addition, or deletion documents

previously issued by Simi Valley Unified School District (“District”) for bidding and

construction of the Work commonly described as Garden Grove Elementary School Multi-

Purpose Building. Except as modified by the following, all of the documents previously issued

by the District for the bidding and construction of the Work remain unmodified and in full force

and effect. Contractors shall acknowledge this addendum at the space provided on the Bid

Proposal.

REVISION TO THE NOTICE CALLING FOR BIDS

The LATEST TIME / DATE FOR SUBMISSION OF BID PROPOSALS is hereby revised to

10:00 AM on March 14, 2019.

The Addendum consists of 9 revised drawings with the revised date of February 22nd, 2019.

Drawings list:

1. C3.10

2. C4.11

3. AA1.01

4. AA1.03

5. AA1.04

6. AA1.05

7. AA1.07

8. AA5.01

9. AA5.05

A. CHANGES TO SPECIFICATIONS:

ARCHITECTURAL

1. Add Specification Sections:

• 09-6516 (Linoleum Flooring)

• 09-8434 (Acoustical Wall Panels)

• 12-4815 (Exterior Entrance Floor Mata and Frames)


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ADDENDUM NO. 3

LADSCAPE

1. Add Specification Sections:

• 32-9010 (Landscape Boulders)

• 32-9219 (Hydroseeding)

GENERAL

1. Division of Scope of Work.

1. Detailed Scope of work divided by keynotes on the drawings is provided.

2. Keynotes sheets is provided.

B. CHANGES TO DRAWINGS:

CIVIL

1. Remove Sheet C3.10 and replace with Revised Sheet C3.10.

a. Note 1 was modified. Existing 4” gas lines (V.I.F.) appurtenances and vault to be

relocated by the contractor with coordination with the gas company as required. Gas

line and appurtenances shall be constructed in a new 6.5’ x 3’ (V.I.F.) traffic rated

vault.

2. Remove Sheet C4.11 and replace with Revised Sheet C4.11.

a. Detail #22 was modified. Note 5 was changed to: Over excavate to a depth of 5 feet

below existing grade or to natural undisturbed soil, whichever is greater.

ARCHITECTURAL

1. Remove Sheet AA1.01 and replace with Revised Sheet AA1.01.

a. Existing chain link fence and chain link gates will be demolished.

b. Keynote E.01 was replaced by E.07 since the existing conditions were changed from

chain link fence to picket fence.

c. Keynote E.05 was replaced by E.10. The existing gates will be relocated.


a. New picket fence and gates were added. (keynotes 5.06 and 5.12)

b. Keynote E.01 was replaced by E.07 since the existing conditions were changed

from chain link fence to picket fence.

c. Re-installation of existing 6’- 0” height galvanized steel picket fence (5.13) keynote

was added.


a. New picket fence and gates were added. (keynotes 5.06 and 5.12)

b. New concrete curb was added. (keynote 3.06)

c. Re-installation of existing 6’- 0” height galvanized steel picket fence (5.13) keynote

was added.


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ADDENDUM NO. 3


a. All exterior stucco, including; walls, soffits and underside of lunch shelter by

General Contractor. Refer to drawing AA1.05 (Reflected Ceiling Plan), AA2.01

(Exterior Elevations), 09/A6.00 (Details), 12/A6.02 (Details), and Specification

section 09 2423 (Cement plaster and metal lath).


a. Colors of Marmoleum flooring were corrected.

b. Walk-off mat was changed and color was added.

c. Acoustical fabric FR701 2100 Guilford on Maine was changed from Terra 751 to

Cinnabar 422.


a. Detail #4 (Raised Mow Curb) was added.

b. Detail #5 (6 ft. Metal Picket Fence) was modified.

c. Detail #9 (Accessible Pedestrian Gate Pair) was modified. 6’-0” high gates should be

provided.

d. Detail #11 (Accessible Pedestrian Gate) was modified. 6’-0” high gate should be

provided.

7. Remove Sheet AA5.05 and replace with Revised Sheet AA5.05

a. Detail #3 (Chain Link Fence) was removed. Detail is not applicable to the project.

b. Detail #9 (Acoustical Panel) was added.

c. Detail #10 (Walk-off Mat) was added.

C. PRE-BID CLARIFICATIONS:

GENERAL

1. RFI#1_Gas Vault Relocation

1. QUESTION: On drawing C3.10, on note#1, add: “the contractor to install a new buried gas

line” at the location shown on the drawing. Existing Gas Vault needs to be relocated.

ANSWER: Drawing C3.10 (Utilities Plan) shows relocation of existing gas vault and

note#1 was modified. The general contractor to relocate existing gas vault.

2. RFI#2_AV Equipment

1. QUESTION: Per spec. 264793, Appendix A is referred to the AV equipment list.

ANSWER: Attached provided Appendix A for the AV equipment.

3. RFI#3_40 Yard Dumpsters and kitchen equipment

1. QUESTION: Please provide amount of 40 yard dumpsters we need to include in our bid for

JTS for their operations.


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ADDENDUM NO. 3

ANSWER: Provide one 40 yard dumpster.

2. QUESTION: Who is responsible for kitchen equipment noted on plan “K” sheets? There is

no kitchen equipment schedule provided.

ANSWER: K-101 Food Equipment Schedule provides the Food Equipment Schedule for

“K” Sheets. The General Contractor is to provide all work described in “K” sheets.

4. RFI#4_ Scope of Work and Acoustical Panels

1. QUESTION: Clarify the Scope of Work to be performed by the modular manufacturer.

ANSWER: Refer to DSA approved drawing, specifications and division of scope of work

attachment.

2. QUESTION: There are elevations showing Acoustical Panels on A2.00 & AA4.01, Section

pages A5.00 & A5.01 and AA3.01 & AA3.02. They also appear on Finish Plan AA1.07.

However there is no specification section for them. Keynote #9.11 says “integrated with

wall structure”. Based on the layout a stretched-fabric wall system would be ideal. We

would like to suggest the Tech-Wall Site-fabricated Track System. Is this agreeable? Please

clarify what is meant by “integrated with wall structure”.

ANSWER: Specification section provided (09-8434 Acoustical Wall Panels). Detail

provided on sheet AA5.05, detail# 9. Provide a fabric wrapped Acoustical/tackable panel;

1” thick ReCore panel (6.0 PCF), 0.75 NRC.

5. RFI#5_Scope of Work

Under inclusions:

1. QUESTION: Note 3: Please clarify in detail what is included under "close-up as necessary

to complete building per plan", for example, insulation, stucco, roofing, gutters, doors, etc...

is JTS including these? Need exact description of work.

ANSWER: Question is unclear.

2. QUESTION: Note 6: Note only calls out for epoxy grout, please confirm mortar bed, floor

and wall waterproofing, cement board, tile material, tile installation are included in this

item.

ANSWER: Question is unclear.

Under Exclusions:

1. QUESTION: Note 9: Casework, please note JTS is excluding this item, however, they have

specs on their plans sheet A-1.21. Please advise.

ANSWER: DSA approved drawings do not show any casework.


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ADDENDUM NO. 3

2. QUESTION: Note 10: Window coverings, JTS is excluding this item, no specs in contract

documents were located for this item, please advise.

ANSWER: Not in contract (N.I.C.)

3. QUESTION: Note 34: Furniture, JTS is excluding this item, no specs in contract documents

were located for the furniture on sheet AA1.08.

ANSWER: Not in contract (N.I.C.)

6. RFI#6_Electrical Questions

1. QUESTION: Sheet EE401 note 4 calls for new Transformer "per modular plans". Modular

plans sheet E5.01 does not show/call out the (N) transformer. Please provide us with

Transformer size and conduit/wire size on single line diagram.

ANSWER: By General Contractor.

2. QUESTION: Page E501. Panel HMP does not show breaker amperes for panel LMP. Please

provide.

ANSWER: By JTS, Modular Company.

3. QUESTION: Advise if panels LMP, LST, K and L are new and who is furnishing them.


4. QUESTION: Page E5.01. Single line says "to see panel schedule" for panel TC/LCP.

Provide us with a panel schedule for it.


5. QUESTION: Page EE111. Note 7 and sheet EE200 provide us with conduit sizes for SWB-

1, (3, 4), DSA1 and DSA3.

ANSWER: From as-builts:

SWB1 500AT (2) 3”

SWB3 225AT (1) 3”

SWB4 100AT (1) 2”

DSA1 500AT (2) 3”

DSA3 300AT (1) 3”

6. QUESTION: Where are (E) transformers TM1 and panel LM1 located in the school. Can

you provide a site map with location?

ANSWER: TM1 is north of MPR and LM1 is inside MPR.


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ADDENDUM NO. 3

7. QUESTION: Provide location of (E) panel HB1 on site map.

ANSWER: Building B, northwest corner.

8. QUESTION: Power to panel L is 277. Lighting schedule page E5.0 fixtures F2 and F4 are

called out to be 120V. Please advise intent.


9. QUESTION: Page EE550 note 5. Provide us with location of cable tray on plans as well as

size and specs for it. Who is to furnish/install the able tray?

ANSWER: General note on sheet EE550 says “Run conduit in cable tray to maximum extent

possible where cabling is not in cable tray, cable shall be in conduit.” – So contractor shall

install all cables (L.V.) in conduit.

NOTE: Contractor to provide a new feeder (sized per the single line diagram) from SWB to

HMP and not reuse existing conduit systems.

10. QUESTION: Page TL2.0. Who is responsible to furnish and install the system shown on this

page, GC or the modular building contractor?

ANSWER: GC is responsible to furnish and install the system shown on page TL2.0.

7. RFI#7_Partitions / Scope of Work

1. QUESTION: Who is responsible for Modular Interior partition walls (Framings), and shear

walls, Modular company or The General Contractor?

ANSWER: Modular Company is responsible for interior partitions walls and shear walls.

8. RFI#8_ AV Equipment

1. QUESTION: Per section 274116, is the DMX cabling and connectivity provided by the

lighting contractor or the AV contractor?

ANSWER: Per 27 4116.1.2.C.1: The audio video systems contractor ("AVSC") is

responsible for providing and installing all audio, video and control related equipment,

cabling, connectors and programming. The specified Soundcraft Si Performer 1 console

includes a DMX lighting control output, therefore the AVSC is to provide & incorporate a

flexible, yet robust 5-pin, male to female cable within the umbilical stated in 27

4116.1.4.C.1.a at a length that provides for flexible operating locations within the venue

(provide extensions as needed to fulfill this requirement). Use pre-made DMX cables from

Whirlwind, LEX Products or TMB only, no substitutions.

2. QUESTION: Per section 274116, please confirm distance from projector to screen.


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ADDENDUM NO. 3

ANSWER: Per 27 4116.1.1.B.1, Contract includes: Verification of dimensions and

conditions at the job site. Confirm all measurements in the Field or scale from design

documents provided.

3. QUESTION: 264793 COMPUTER NETWORK WIRING SYSTEMS - Part 2.02 calls out

LAN equipment, Is this eqp provided by the district or provided by the contractor? If

provided by the contractor, please provide part numbers and quantities. Who is responsible

to configure the LAN eqp? Part 2.04 calls out for Wireless equipment, will this be provided

by the district or contractor? If provided by the contractor, please provide part #'s and

quantities. Who is responsible to configure the Wireless equipment? Part 2.05 calls out

Voice and Data over IP equipment. Is this equipment provide by the district or the

contractor? If provided by the contractor, please provide part #'s and quantities. Who is

responsible to configure this equipment?

ANSWER: Part 2.02 (LAN equipment) is provided by the contractor. The part numbers and

quantities to be provided by the school. The LAN equipment will be configured by the

contractor.

Part 2.04 (wireless equipment) will be provided by the contractor. The part numbers and

quantities to be provided by school. The wireless equipment will be configured by the

contractor.

Part 2.05 (Voice and Data over IP equipment) is provided by the contractor. The part

numbers and quantities to be provided by the school. The voice and data equipment will be

configured by the contractor.

9. RFI#9_Network

1. QUESTION: Please clarify if horizontal data cable should be cat-6 or cat-6a?

ANSWER: 6A.

2. QUESTION: Please confirm if new fiber cable is required from new IDF to MDF?

ANSWER: Yes.

3. QUESTION: If so, please confirm fiber strand count and type of fiber required?

ANSWER: 12 strand OM-4.

4. QUESTION: Please confirm point of connection to existing network?

ANSWER: MDF.

5. QUESTION: If fiber is to homerun to exist MDF please confirm location of existing MDF?

ANSWER: See attached map for location of MDF.


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ADDENDUM NO. 3

10. RFI#10_Theatrical Lighting and Stage Dimming System

1. QUESTION: Spec Section 265563 Theatrical Lighting and Stage Dimming System. The last

page of this spec section states to contact Amador Whittle for a list of qualified contractors.

Please provide if statement is true.

ANSWER: The district does not have a list of qualified “Theatrical Lighting and Stage

Dimming” contractors. The list of prequalified MEP subcontractors is updated by the

District.

2. QUESTION: Construction/ Schedule / Liquidated Damages. I didn’t find in the project

manual anywhere mentioned project duration, start of construction or liquidated damages for

this project. Could you please provide this info?

ANSWER: The contract time and table of phases and L.D’S are shown in the special

conditions section of the Project Manual.

11. RFI#11_Electrical Scope of Work

1. QUESTION: JTS Modular Plans. Will all gear, devices, fixtures, conduit and wiring as

shown on JTS Modular plans E-101 thru E-501 be provided an installed by JTS Modular?

ANSWER: JTS Modular Company will provide all the information shown on drawings E-

101 thru E-501.

12. RFI#12_Landscape_turf and boulders

1. QUESTION: Planting Legend on Sheet L2.01 refers to the specs for the turf type; however,

the specs do not state what turf type is to be used. Please provide the type of proposed turf.

ANSWER: See added specification section 32 9010, Landscape Boulders.

2. QUESTION: Please provide the type of boulders the Architect intends to have on the

project. Boulders listed on L2.01 do not refer to the supplier or color of choice. Please

provide.

ANSWER: See added specification section 32 9219, Hydroseeding.

D. CLARIFICATION NOTES:

1. Hydration Station, Haws 200S Brita by General Contractor. It will include plumbing

connection, waste, vent and power.

END OF ADDENDUM NO. 3

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MULTI-PURPOSE BUILDING LINOLEUM FLOORING

GARDEN GROVE ELEMENTARY SCHOOL – SIMI VALLEY UNIFIED SCHOOL DISTRICT 09 6516-1

SECTION 09 6516

LINOLEUM FLOORING

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Linoleum tile flooring.

B. Related Requirements:

1. Division 01 - General Requirements.

2. Section 03 3000 - Cast-in-Place Concrete.

3. Section 09 0561 - Moisture Testing for Flooring Installation.

4. Section 09 6513 - Rubber Base.

1.02 DEFINITIONS

A. Pop-up: A pop-up is defined as any surface deviation or looseness of substrate that is

equal to or greater than 1/64 (0.015625) inch above the concrete floor level, regardless

of the size.

1.03 SUBMITTALS

A. Product Data: Submit manufacturer’s published technical data describing materials,

construction, and recommended installation procedures. Submit technical data and

installation instructions for each adhesive material. Submit list and Product Data of

recommended finish materials.

B. Maintenance Instructions: Submit manufacturer’s recommendations for maintenance,

care, cleaning of linoleum tile.

C. Samples: Submit Samples of linoleum tile in each available color and pattern.

Following color selections, submit full size Samples of each selected color and pattern.

Submit pint cans of each type adhesive.

D. Maintenance Materials: Before Substantial Completion, deliver one unopened

container of each color and pattern of linoleum tile in each color and pattern installed.

Label each container indicating locations installed. Include unopened cans of

adhesives adequate to install the maintenance materials.

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E. Installer’s Experience Qualifications: Submit list of not less than five projects,

extending over period of not less than five years, indicating installer’s experience

record. Submit letter from manufacturer indicating manufacturer's approval for

installer of the products.

1.04 QUALITY ASSURANCE

A. Qualifications of Installer: Minimum five years experience in successfully installing

the same or similar flooring materials.

B. Comply with the following as a minimum requirement:

1. ASTM E84: Class A Flame Spread Rating of 25 or less.

2. ASTM F1344, Standard Specification for Rubber Floor Tile.

3. ASTM F1869: Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor.

4. ASTM F2169: Standard Specification for Resilient Stair Treads.

C. Comply with current CHPS requirements, www.chps.net.

D. Chemically based products such as sealers, primers, fillers, adhesives, and etcetera must be approved by Owner’s Office of Environmental Health and Safety (OEHS).

1.05 DELIVERY, STORAGE AND HANDLING

A. Materials shall be delivered to Project site in original unopened manufacturer’s

packaging clearly labeled with manufacturer’s name. Materials shall be stored at not

less than 70 degrees F for not less than 48 hours before installation.

1.06 PROJECT CONDITIONS

A. Ventilation and Temperature: Verify areas that are to receive new flooring are

ventilated to remove fumes from installation materials, and areas are within

temperature range recommended by the various material manufactures for Project site

installation conditions.

1.07 WARRANTY

A. Manufacturer shall provide a thirty year material warranty.

B. Installer shall provide a two year fabrication and installation warranty.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

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A. Linoleum Modular Flooring – FORBO Flooring System.

US Headquarters

8 Maplewood Dr.

Hazleton, PA 18202

Phone: 1-800-842-7839

B. Equal.

2.02 MATERIALS

A. Proprietary Product Information:

1. Material Name: Marmoleum Modular

2. Description: Homogeneous linoleum tile made primarily of natural materials

consisting of linseed oil, wood flour, and rosin binders, mixed and calendared

onto a polyester backing. Pattern and color shall extend throughout total

thickness of material. Conform to CBC Chapter 11B and ADAAG

requirements for non-slip materials.

3. Finish: Topshield2™ applied during the manufacturing process

4. Size: Approximately 9.8” x 19.69” (25cm x 50cm)

5. Gauge: 2.5mm (1/10”)

6. Backing: Polyester

7. Color and Pattern: Colors and patterns shall be selected by Architect. Patterns

shall be defined in any given area, applied in stripes, diagonals, checkerboard

pattern and other designs as determined by the Architect. All selections shall

be made from the manufacturer’s full product lines (including premium

colors). See Architectural drawings for color schedule list in reference to this

material.

8. Colors and patterns as selected by Architect.

9. Adhesive: Select one of the following options depending on the moisture test

results: Forbo T 940 Adhesive, Forbo Sustain 885m Adhesive, Forbo Sustain

1195 Adhesive, Forbo Sustain 1299 Adhesive, Forbo 660 Adhesive.

10. Resilient Edge Strips: Strips shall be homogeneous vinyl or rubber

composition with a tapered or bull nose edge no less than 1” wide, colored to

match flooring or as selected by Architect from standard colors available.

B. Crack Filler and Leveling Compound: Cementitious type, Durabond's Webcrete # 95,

Ardex SD-F, Armstrong S-194 or equal, as recommended by flooring manufacturer.

C. Concrete Primer: Non-staining type recommended by manufacturer of linoleum tile.

D. Source Quality: Obtain flooring product materials from a single manufacturer.

PART 3 - EXECUTION

3.01 COORDINATION

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A. Coordinate with related Work to assure level, smooth, and clean finish surfaces to

receive linoleum floor tile.

3.02 EXAMINATION

A. Field verify dimensions and other conditions affecting the Work of this section.

Before Work is commenced, examine surfaces that are to receive linoleum tile. Repair

and/or replace defective Work before starting Work of this section.

3.03 PREPARATION

A. Concrete Slabs:

1. Do not start preparation until adjacent concrete floor slabs are at least 90 days

old.

2. Leveling: Check sub-floors for true to level and plane within a tolerance of 1/8

inch in 10 feet. Test floor areas both ways with a 10-foot straightedge and

repair high and low areas exceeding allowable tolerance. Pop ups shall be

hammered out and floor filled with a cementitious leveling compound.

Remove high areas by power sanding, stone rubbing or grinding, chipping off

and filling with leveling compound, or equivalent method. Fill low areas with

leveling compound. Repair and level the surfaces having abrupt changes in

plane, such as trowel marks or ridges, whether or not within the allowable

tolerance. Clean areas where repairs are performed.

3. Cleaning: After leveling, clean substrates of deleterious substances and foreign

matter. Fill cracks or depressions with cementitious leveling compound of the

type recommended by flooring manufacturer for the specific Work conditions.

4. Moisture Testing: Conform to Section 09 0561 - Moisture Testing for Flooring

Installation.

5. Delay application of flooring until sub-floors are sufficiently dry, or perform

remedial measures as recommended by flooring materials manufacturer.

a. Priming: Prime concrete floor slabs on grade; prime other slabs if

recommended by flooring manufacturer.

6. Substrate Testing: In order to ensure that the moisture condition of concrete

substrates is within acceptable limits, it is essential that moisture testing be

conducted and documented on ALL concrete substrates regardless of age or

grade level, including those where resilient flooring has already been installed.

Moisture testing should only be conducted once a stable, conditioned

environment has been established in accordance with the latest version of the

specified test methods. All other testing types shall be conducted on all substrate

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types. A diagram of the area showing the location and results of each test

should be submitted to the Architect, General Contractor or End User. If at the

time of testing the test results exceed the limitations set forth by the flooring

manufacturer, the installation must not proceed until the problem has been

corrected. The Contractor responsible for the substrate shall be responsible for

the costs associated with analysis of the substrate and subsequent remediation

requirements.

1. Surface Moisture Testing: ASTM F 2659 – Standard Guide for

Preliminary Evaluation of Comparative Moisture Condition of

Concrete, Gypsum Cement and other Floor Slabs and Screeds Using

a Non- Destructive Electronic Moisture Meter.

2. In-situ Relative Humidity Testing: ASTM F 2170 – Standard Test

Method for Determining Relative Humidity in Concrete Floor Slabs

Using in situ Probes.

a. Conduct three (3) tests for the first 1,000 square feet (100

square meters) and at least one additional test for each

additional 1,000 square feet (100 square meters).

3. Calcium Chloride Testing: ASTM F 1869 – Standard Test Method for

Measuring Moisture Vapor Emissions Rate of Concrete Subfloor

Using Anhydrous Calcium Chloride.

a. Conduct three (3) tests for the first 1,000 square feet (100

square meters) and at least one additional test for each

additional 1,000 square feet (100 square meters).

4. Substrate Porosity Testing: ASTM F 3131 – Standard Practice for Field

Determination of Substrate Water Absorption (Porosity) for

Substrates to Receive Resilient Flooring.

a. Conduct testing in accordance with the manufacturer’s

recommendations in various locations throughout the area

where flooring is to be installed. Although the number of tests

required may vary, enough tests should be performed to allow

an evaluation of the entire area where material will be installed.

b. Water should penetrate into the substrate within 5 – 20 minutes

to be considered acceptable. If water penetrates too rapidly or

too slowly, adjustments to the substrate must be made to

provide the proper surface profile. Substrates determined to be

overly porous, dusty or generally insufficient may need to be

primed using a primer according to the manufacturer’s

recommendations to regulate the porosity level of the substrate.

5. PH testing: ASTM F 710 – Standard Practice for Preparing Concrete

Floors to Receive Resilient Flooring.

a. Conduct testing at each calcium chloride test location as the

calcium chloride tests are removed.

6. Bond Testing

a. Conduct testing in accordance with the manufacturer’s

recommendations in various locations throughout the area

where flooring is to be installed. Although the number of tests

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required may vary, enough tests should be performed to allow

an evaluation of the entire area where material will be installed.

3.04 INSTALLATION OF TILE

A. Color and pattern: Install tiles in a rectangular pattern, in one color without border in

rooms or spaces, unless otherwise indicated.

B. Special designs: Floor with special designs shall be installed as indicated on Drawings

or as required by Architect.

C. Install linoleum floor tile with adhesive or double sided mounting tape when ambient

temperature is 70 degrees F. or higher.

D. Install the tile adhesive in a thin film evenly with a notched trowel. Trowel notches

shall be as recommended by flooring manufacturer.

1. Mix adhesive in accordance with manufacturer’s instructions. Provide safety

precautions during mixing.

2. Install adhesive only in the area that can be covered by flooring material within

the adhesive manufacture’s recommended working time.

3. Remove any adhesive that has dried or filmed over.

4. Adhesive application rate shall be as required to avoid telegraphing trowel

lines to the surface after maintenance coatings are applied. Adjust tile runoff

during installation if necessary.

E. Provide reducer where floor covering edges are exposed, such as at center of the door

or where floor coverings terminate.

F. Install rubber tile in accordance with manufacturer’s recommendations. Tiles shall fit

snugly at wall. Tightly trim to pipes, jambs, outlets, and similar conditions.

G. Install tiles symmetrically about centerlines of areas while progressing toward walls.

Adjust border tiles as required. Tiles shall be straight and joints close. Tile shall be

cut to fit tightly at doorframes and walls.

H. Mechanically cut flooring material to provide square true edges.

I. As floor tile is installed, the floor shall be rolled with a clean, 150-pound roller in both

directions.

3.05 CLEANING, WAXING, AND COMPLETION

A. Maintain flooring clean as installation progresses.

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B. Clean flooring when sufficiently seated and remove foreign substances.

C. Before Substantial Completion, buff polymeric floor finish only if specifically

recommended by finish manufacturer.

D. Clean adjacent surfaces of adhesive or other deleterious conditions.

E. Do not wax floors.

3.07 CLEAN UP

A. Remove rubbish, debris and waste material and legally dispose of off the Project site.

3.08 PROTECTION

A. Protect the Work of this section until Substantial Completion.

3.09 INSTRUCTION

A. After Work of this section is complete, flooring manufacture’s technical representative

shall provide a four hour instruction period to Owner staff in maintenance of flooring.

END OF SECTION

111001

10/01/2011

MULTI-PURPOSE BUILDING ACOUSTICAL WALL PANELS


SECTION 09 8434

ACOUSTICAL WALL PANELS

PART 1 - GENERAL

1.01 SUMMARY


1. Acoustical wall panels.


1. Division 01 - General Requirements.

2. Section 09 2900 - Gypsum Board.

1.02 SUBMITTALS

A. Shop Drawings: Submit Shop Drawings for panel units. Indicate anchors, accessories, and installation details.

B. Product Data: Submit manufacturer’s specifications and installation instructions for each material and component part. Include methods of installation for each type of substrate to receive units.

C. Material Samples: Submit 12-inch by 12-inch Samples, of each color fabric required. Review of Samples will be for color, pattern, and texture only. Submit 12-inch by 12-inch Samples of substrate material including edge condition with fabric.

D. Test Reports: Submit certified copies of test reports from an independent acoustical testing laboratory indicating compliance with the standards and requirements listed in this section.


A. Comply with the following as a minimum requirement:

1. In addition to the requirements of these Specifications, comply with manufacturer’s instructions and recommendations including preparation of substrate, installation of anchors and application of materials.

2. The manufacturer shall have been regularly engaged in the manufacturer of fabric wrapped acoustical panels for a period of no less than two years and provide a list of at least five completed projects of equivalent size and scope.

1. B. Acoustical measurements shall be performed in accordance with ASTM C423 and shall be performed in Type A mounting in accordance with ASTM E795. An independent acoustical testing laboratory accredited under the National Voluntary Laboratory Accredited Program (NVLAP) shall perform the test.

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C. Each component of the panel shall have a Class A rating supported by test from Underwriter’s Laboratory in accordance with ASTM E84.

D. Sound Absorption Coefficient Requirements for Panels:

1. The sound absorption coefficients of the material shall not be less than the following tabulated values:

One-Third Octave Band Center Frequency in Hertz

Thickness: 125 250 500 1000 2000 4000 0.05 0.20 0.65 0.90 0.90 0.90

1.04 PRODUCT HANDLING

A. Crate and pack units as required preventing damage during transit, storage, or handling at the Project site.

B. Store material to provide easy access for inspection and identification.

1.05 JOB CONDITIONS

A. Space Enclosure: Do not install until ambient conditions of temperature and humidity are continuously maintained at values indicated at time of Substantial Completion.

PART 2 - PRODUCTS

2.01 PANELS

A. Fabric Requirements: The fabric shall be equivalent to the following:

1. Guilford FR-701 Screen Fabric:

a. Pattern 2100.

b. Weave: Plain, 17 plus or minus 1 by 16 plus or minus 1.

c. Yarn: 2 ply.

d. Contents: 100 percent polyester.

e. Weight: 16.0 plus or minus 0.5 ounces per linear yard.

f. Flammability (ASTM E84):

1) Flame Spread: 0 to 25.

2) Fuel Contributed: 0.

3) Smoke Developed: 0 to 450.

g. Tensile (ASTM D2262):

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h. Tear (ASTM D2262): 30 pounds minimum.

i. Moisture Regain (ASTM D2654): 0.5 percent maximum.

j. Color Fastness to Light (ASTM D3597 Mod Voluntary Product TS-198) – Full Commercial Serviceability.

B. Acoustical Core Materials: Semi-rigid inorganic glass fiber material equal to Owens Corning Industrial Insulation, Johns Manville, Knauf, or equal.

2.02 PANEL CONSTRUCTION

A. Panel construction shall consist of a one-piece layer of rigid insulation board with a rigid framing system that provides a dimensionally stable panel. The construction shall be guaranteed against twisting and warping. Edges shall be straight and parallel to plus or minus 1/32 inch for butt joint application or reveal wall mounting. Panel framing shall consist of one of the following:

1. Manufacturer: Fabricmate Systems Inc. (www.fabricmate.com); (866) 622-2996 or (805) 642-7470 (from outside the United States), [email protected] or equal.

1.1 Fabrication: Pre-assembled panels and Modular Panel Systems. Panels consist of an acoustical, tackable, or magnetic (or combination thereof) backing framed completely in high-impact plastic to secure the fabric covering and to prevent edge damage. The specified fabric covering will free-float above the backing eliminating most visible surface damage. The system shall allow for removal and replacement of fabric with the panel mounted in-place. PRE-WRAPPED PANELS WHERE FABRIC IS GLUED DIRECTLY TO THE BACKING MATERIAL WILL NOT BE ACCEPTED.

1.2 Performance: Panel frame shall be able to securely hold fabric without sagging,

allow fabric to be easily removed, and permit repeated cycles of fabric attachment and removal.

1.3 Depth: 1”.

1.4 Color: Color to be selected by Architect.

1.5 Edge Profile:

1. Profile: Beveled

2. Type: Fabric inserts from rear and wraps frame.

1.6 Fasteners: Provide double-sided tape, hook & loop tape, impaling clips, z-clips,

or other fasteners suitable for use on different surfaces as recommended by the panel manufacturer.

2. Chemically treat edges of the acoustical material to full panel thickness and to a depth of 1/8 inch to resist damage and to form an integral framing system. Edges shall have a minimum Barcol hardness of 35.

http://www.fabricmate.com/

mailto:[email protected]

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3. An extruded aluminum frame with minimum 1/16 inch wall thickness. Corners shall be mitered and welded of secured with corner clips.

B. Provide cutouts in panels for flush plates, receptacles, outlets, switches, thermostats, clocks, lights, and similar items.

2.03 BACKING MATERIALS

A. Tackable/Acoustical Backing Material:

1. Type: Fabricmate ReCore® Single-Solution Substrate – 65% post-consumer product

content, lightweight, tackable, high-impact

2. Density: 1”- 6.8 pcf minimum.

3. Thickness: 1”.

4. Noise Reduction Coefficient (NRC): 0.25 – 0.45, ASTM C423, Type A mounting.

5. Surface Burning Characteristics: ASTM E84 Class A.

6. Recycled Content: up to 65%, Post-Industrial Content: up to 100%.

B. Acoustical Backing Material:

1. Types: Fabricmate ReCore® Single-Solution Substrate – 65% post-consumer product

content, lightweight, tackable, high-impact

2. Thickness: 1 inch

3. Density: 6 pcf.

4. NRC: 0.80, Type A mounting.

5. Surface Burning Characteristics: ASTM-E84, Class A.

6. Thermal Insulation: 4.5 R-Value.

7. Recycled Content: 80 % post-industrial. For acoustical backing material, use above or

below. Retain below if the higher recycled content is desired.

C. Magnetic Surfaces: To add magnetic properties to a backing material specify Mag-tack®

.040” magnetic receptive layer. The tackability of tackable backing materials is maintained.

D. Adhesive: Provide construction-grade adhesive suitable for conditions of use.

E. Low-VOC, Low-Odor Adhesive: DYNAMITE 111 Heavy-Duty Clay Non-Strippable Wall covering Adhesive by Gardner-Gibson.

F. Fasteners: Provide types suitable for conditions of use.

2.04 FABRIC

A. Each type of fabric shall be from a single run or lot.

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B. Fabric:

1. Product: FR701, Style 2100 by Interface Fabrics.

2. Fiber: 100% Recycled Polyester.

3. Weight: 16 +/- 0.5 oz./lin. yd.

4. Usable Width: 66”.

5. Repeat: None.

6. Flammability: Passes NFPA 701 large scale test.

7. Surface Burning Characteristics: ASTM E84 is Class 1 or Class A.

8. Color/Pattern/Texture: selected by Architect from fabric manufacturer’s standards.

C. Fabric Backing: Acoustically transparent, spunbonded polypropylene scrim complying

with. ASTM E84 Class A. Backing shall be factory applied to fabric or installed on wall system tracks.

2.06 MOUNTING HARDWARE

A. Installation hardware shall be concealed types and provided by the panel manufacturer. Panels shall be provided with appropriate hardware to securely fasten edges and corners to the wall and to prevent the center portions of the panel from deflecting more than 1/2 inch in any 10-foot plane. Panels shall be individually removable unless otherwise specified.

B. Install panels as indicated with specified air space, filler panels, and fiberglass fill backing as indicated. Provide furring strips, blocking, leveling angles, etcetera as required to provide a complete and finished system.

C. Where panel ends are exposed, panel shall be constructed to conceal mounting hardware.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Install panels in locations as shown on the Drawings and in accordance with the manufacturer’s written instructions.

B. Install units plumb and level in accordance with the manufacturer’s printed instructions and reviewed Shop Drawings. No exposed fastening devices are permitted.

C. Required cutouts or changes in panel dimensions may be factory performed or field cut in accordance with manufacturer’s written directions.

D. Finish corners even and true to line on face and sides with no wrinkles. Corners shall be finished to prevent unraveling, tearing or other visible defects.

E. Provide minimum amount of adhesive to fasten fabric to the acoustic core. The adhesive shall not reduce the acoustical panel sound absorption.

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3.02 TOLERANCES

A. The fabric will be selected by the Architect from the panel manufacturer's standard finishes. The finish shall be of the same type as that furnished for the sound absorption test.

B. Finished appearance shall be flat with finish tight and free from sags and wrinkles. Finish may be returned onto the backside of the panel. Panel edge construction shall not be visible though finish.

3.03 CLEANUP

A. Remove rubbish, debris and waste materials and legally dispose of off the Project site.

3.04 PROTECTION

A. Protect the Work of this section until Substantial Completion.

END OF SECTION

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MULTI-PURPOSE BUILDING EXTERIOR ENTRANCE FLOOR MATS AND FRAMES


SECTION 12 4815

EXTERIOR ENTRANCE FLOOR MATS AND FRAMES

PART 1 - GENERAL

1.01 SUMMARY


1. Entrance floor mats to be installed on exterior walkways at locations and sizes

as indicated on drawings.


Division 01 - General Requirements.

1. Section 03 3000 - Cast-in-Place Concrete.

1.02 REFERENCES

A. ASTM International (ASTM):

1. ASTM D2047 - Static Coefficient of Friction.

2. ASTM B 221-93 - Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Shapes, and Tubes.

1.03 SUBMITTALS

A. Product Data: Submit manufacturer’s published technical data describing materials,

construction and recommended installation procedures.

B. Maintenance Instructions: Submit manufacturer’s recommendations for maintenance,

care and cleaning.

C. Samples: Submit Samples of entrance mat in each available color and pattern.

Following color selections, submit full size Samples of each selected color and

pattern.

D. Maintenance Materials: Before Substantial Completion, deliver one unopened

container of each color and pattern of entrance floor mat in each color and pattern

installed. Label each container indicating locations installed. Include unopened cans of

adhesives adequate to install the maintenance materials.

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E. Installer’s Experience Qualifications: Submit list of not less than five projects,

extending over period of not less than five years, indicating installer’s experience

record. Submit letter from manufacturer indicating manufacturer's approval for

installer of the products.


A. Qualifications of Installer: Minimum five years experience in successfully installing

the same or similar flooring materials.

1.05 DELIVERY, STORAGE AND HANDLING

A. Materials shall be delivered to Project site in original unopened manufacturer’s

packaging clearly labeled with manufacturer’s name. Materials shall be stored at not

less than 70 degrees F for not less than 48 hours before installation.

1.06 PROJECT CONDITIONS

A. Close spaces to traffic during entrance floor mat installation.

B. Install entrance floor mats after other finishing operations, including painting, have

been completed.

1.07 WARRANTY

A. Provide a five year warranty for material, fabrication, and installation.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS

A. Nystrom, MAXTread Roll-up Mat.

B. Equal.

2.02 MATERIALS

A. Roll-up Mat: Flexible, open weave, vinyl mat with carpet tread inserts.

a. Tread inserts: TuffScrub Carpet tread crimped solution-dyed polypropylene

fibers tufted into a woven double backing and glued tread rails. Grey color.

1. Vinyl mat: Injection molded PVC

2. System structural performance: Wheel load of 1200 lb per wheel.

3. Frames:

a. Aluminum Frame: Extruded 6063-T5 clear aluminum alloy.

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b. Construction: Frames shall be shipped in 72-inch sections.

c. Mounting:

1) Level Bed Transition frame with overhang (LTO): Aluminum

mechanically attached, 0.4 to 0.6 inches transition profile; 1

inch overall depth.

B. Comply with the following requirements as a minimum:

1. ASTM D2047 - Static Coefficient of Friction: Shall exceed ADA

recommended rating of .60.

2. ASTM B221-93 - Standard Specification for Aluminum and Aluminum-Alloy

Extruded Bars, Rods, Wire, Shapes, and Tubes.

PART 3 - EXECUTION

3.01 COORDINATION

A. Coordinate with related Work to assure level, smooth and clean finish surfaces to

receive entrance floor mat.

3.02 EXAMINATION

A. Field verify dimensions and other conditions affecting the Work of this section.

B. Verify that finishes of substrates comply with tolerances and other requirements

specified in other Sections and that substrates are free of cracks, ridges, depressions,

scale, and foreign deposits that might interfere with adhesion of entrance floor mat.

C. Before Work is commenced, examine surfaces that are to receive entrance floor mat,

with Installer present, for compliance with requirements for maximum moisture

content and other conditions affecting performance of the Work. Deficiencies shall be

corrected before starting Work of this section.

3.03 CONCRETE SLAB PREPARATION

A. Do not start preparation until concrete floor slabs are at least 90 days old.

B. Leveling: Check sub-floors for true to level and plane within a tolerance of 1/8 inch in

10-feet. Test floor areas both ways with a 10-foot straightedge and repair high and low

areas exceeding allowable tolerance. Pop ups shall be hammered out and floor filled

with a cementitious leveling compound. Remove high areas by power sanding, stone

rubbing or grinding, chipping off and filling with leveling compound, or equivalent

method. Fill low areas with leveling compound. Repair and level the surfaces having

abrupt changes in plane, such as trowel marks or ridges, whether or not within the

allowable tolerance. Clean areas where repairs are performed.

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C. Cleaning: After leveling, clean substrates of deleterious substances and foreign matter.

Fill cracks or depressions with cementitious leveling compound of the type

recommended by flooring manufacturer for the specific Work conditions.

D. Priming: Prime concrete floor slabs on grade; prime other slabs as recommended by

entrance mat manufacturer.

3.04 INSTALLATION OF MAT

A. Comply with manufacturer's written instructions for installing entrance floor mat.

B. Mechanically cut flooring material to provide square true edges.

C. Scribe, cut, and fit entrance floor mat and edging to butt neatly and tightly to vertical

surfaces and permanent fixtures including built-in furniture, cabinets, pipes, outlets,

and door frames. Extend floor mat into toe spaces, door reveals and similar openings.

D. Maintain reference markers, holes, and openings that are in place or marked for future

cutting by repeating on entrance floor mat as marked on substrates. Use chalk or other

nonpermanent, nonstaining marking device.

3.05 CLEANING AND COMPLETION

A. Maintain entrance mat surfaces clean as installation progresses. Clean entrance mat

when sufficiently seated and removed foreign substances. Clean adjacent surfaces of

debris and other defacement.

B. Remove rubbish, debris and waste material and legally dispose of off the Project site.

3.06 PROTECTION

A. Protect and cover entrance floor mats until Substantial Completion.

3.07 INSTRUCTION

A. After Work of this section is complete, entrance mat manufacture’s technical

representative shall provide instruction to OWNER flooring maintenance staff.

END OF SECTION

2/21/19 MULTI PURPOSE ROOM LANDSCAPE BOULDERS GARDEN GROVE ELEMENTARY SCHOOL - SIMI VALLEY UNIFIED SCHOOL DISTRICT 32 9010-1

SECTION 32 90 10

LANDSCAPE BOULDERS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. This section pertains to selection and placement of the Landscape Boulders.

1.02 SUBMITTALS

A. Submit one (1) color photo of specified boulders.

PART 2 - PRODUCTS

2.01 LANDSCAPE BOULDERS

A. Landscape boulders shall be selected sandstone boulders from Prime BuildingSupply or equal. Provide the number of boulders listed in the schedule. Sizes areapproximate as follows: No. 1 Boulders shall be 18” x 18”; No. 2 Boulders shallbe 24” x 20”; and No. 3 Boulders shall be 30” x 20”.

B. The location shall be excavated to allow for about one third of the boulder’sheight to be placed below ground.

C. Boulders shall be carefully loaded on and off the delivery truck using heavy dutylifting slings, not chains, to prevent scarring and damage to the boulders.

END OF SECTION

2/21/19 MULTI PURPOSE ROOM HYDROSEEDING GARDEN GROVE ELEMENTARY SCHOOL - SIMI VALLEY UNIFIED SCHOOL DISTRICT 32 9219-1

SECTION 32 92 19

HYDROSEEDING

PART 1 - GENERAL

1.01 DESCRIPTION

A. Includes furnishing all labor, materials and equipment required to provide aninstall the hydroseed specified herein and required to complete the work per theContract Documents.

1.02 SUBMITTALS

A. Submit for approval, Supplier’s material invoices indicating all quantities offertilizers, seed, fiber, mulch, and all materials used to complete the hydroseeding.

1.03 PROTECTION

A. Protect adjacent planting areas and building surfaces from overspray.

PART 2 - PRODUCTS

2.01 SEED

A. Seed shall be clearly tagged and labeled showing type of seed, test date, name ofSupplier, and percentage of the following: crop seed, inert matter, weed seed,noxious weeds, and total germination content.

2.02 WOOD FIBER

A. Wood fiber shall be derived from cellulose such as wood pulp or similar organicmaterial. When used in the applied mixture, an absorptive or porous mat willresult on the surface of the ground. Add green dye to mix.

2.03 FERTILIZER

A. Applied in the soil prep work.

2/21/19

MULTI PURPOSE ROOM HYDROSEEDING GARDEN GROVE ELEMENTARY SCHOOL - SIMI VALLEY UNIFIED SCHOOL DISTRICT 32 9219-2

2.04 HYDROSEED MIX - LAWN

A. Hydroseed mix of the following at the rate of ten pounds per 1,000 square feet (percent by weight): 1. Seed – Stover ‘Pro Sportsfield” seed mix at the rate of 12 pounds per

1,000 square feet. 2. Soil Stabilizer (Ecology Control M-Binder) at the rate of 100 pounds per

acre. 3. Fiber at the rate of 1,500 pounds per acre.

2.05 WATER

A. Water shall be clean, fresh, suitable for domestic consumption and free from such amounts of mineral, and organic substances that would inhibit seed germination or growth.

2.06 EQUIPMENT

A. Mixing shall be performed in a tank with a built-in continuous agitation and recirculation system of sufficient operating capacity to produce a homogeneous slurry of fiber, soil stabilizer, seed, and water in the specified portions.

B. The discharge system shall be capable of applying the slurry to the ground surface

at a continuous and uniform rate. PART 3 - EXECUTION 3.01 SITE CONDITIONS

A. Hydroseeding shall not begin prior to approval of irrigation and fine grading. 3.02 MIXING

A. Seed, fiber, soil stabilizer, and water shall be thoroughly mixed into a homogeneous slurry of the property consistency to adhere to the ground surface without lumping or running. Slurry must be applied within four (4) hours after mixing or it shall be rejected and removed from the site and replaced at the Contractor’s expense.

3.03 CLEAN-UP

A. Any slurry which is sprayed on adjacent building or paved surfaces shall be thoroughly washed and removed from the site.

END OF SECTION

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AC PAVING

PLAYAREA

AC PAVING

PLAYAREA

PLAYAREA

AC PAVING PLAYAREA

A.C. PAVINGPLAY AREA

TURF AREA

NO PARKING

(E) PORTABLEA# 110479

GRASS

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AC PAVING

CC PAVING

TR

AC

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PA

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12' -

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27' - 6"

D.09

D.10

D.07

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D.06

D.04

Library

D.05

D.03

AC PAVING

AA4.04

1

AA4.05

1

(E) ADMINISTRATION BUILDINGCONST. TYPE: V-1 HR

OCC.: B / E-1A# 33558

(E) CLASSROOM BUILDING BCONST. TYPE: V-N

OCC.: E-1 / A-3A# 31664

(E) CLASSROOM BUILDING ACONST. TYPE: V-N

OCC.: E-1 / A-3A# 33704

(E) PORTABLETYPE: V-NOCC.: E-1A# 52794

(E) PORTABLETYPE: V-NOCC.: E-1A# 03-106277

(E) PORTABLETYPE: V-NOCC.: E-1A# 03-105288

(E) PORTABLETYPE: V-NOCC.:E-1A# 56013

(E) KINDER-GARTEN BUILDINGCONST. TYPE: V-N

OCC.: E-1A# 33558


(E) SOLAR PVMODULES ON

CANOPYA# 03-115407


CANOPYA# 03-115407

(E) ACCESSIBLEPARKING STALLS

A# 03-115407


CANOPYA# 03-115407


CANOPYA# 03-115407

(E) TRASH ENCLOSUREA# 03-118523



D.01

D.09

TYP. FOR 6

D.10 TYP. FOR 9

D.05

D.06D.03

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D.06

D.05

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E.07 E.10

D.06

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D.34

D.03

CONCRETE

D.35

D.34

1. REFER TO CIVIL DRAWINGS FOR SITE DEMOLITION INCLUDING UTILITIES, LANDSCAPE,WALKWAYS AND ALL SITE ITEMS.

GENERAL NOTES

C-22205

APRIL 30, 2019

RENEWALDATE

28328 AGOURA ROAD, SUITE 203AGOURA HILLS, CA 91301

(805) 530-3938 , (818) 874-0071

REVISIONS

NOTE: THIS SHEET IS ONE OF A SET OF DOCUMENTS WHICH INCLUDES, BUT IS NOT LIMITED TO, DRAWINGS AND SPECIFICATIONS ADDRESSING ALL TRADES.GENERAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL BIDDERS WITH A FULL SET OF CONSTRUCTION DOCUMENTS. ALL BIDDERS SHALL REVIEW THEENTIRE SET OF DOCUMENTS. IF THERE IS A CONFLICT BETWEEN DISCIPLINES, THE MOST EXPENSIVE OPTION SHALL BE BID.

IF THIS SHEET IS NOT 36" X 24", IT IS NOT FULL SIZE, SCALE DRAWINGS ACCORDINGLY

DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____

DIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMPDIVISION OF THE STATE ARCHITECT

AC FLS SS

DATE

FILE NO.

APPL. NO.

08/10/18

2250 TRACY AVENUE, SIMI VALLEY, CA 93063

AA1.01

.

JA

JAA

17-SVUSD-029

GARDEN GROVE MULTI-PURPOSE BUILDING

SITE PLAN - DEMOLITION

DSA SUBMITTAL

03-118619

56-34

25 177

1" = 30'-0"2SITE PLAN

0' 10' 30' 60' 120'20'

NORTH

DEMOLITION KEYNOTE LEGEND

D.01 DEMOLISH (E) ASPHALT

D.02 DEMOLISH (E) PLANTS

D.03 DEMOLISH (E) CHAINLINK FENCE

D.04 REMOVE (E) GRASS AND PREPARE SURFACE FOR (N)CONCRETE SIDEWALK

D.05 DEMOLISH (E) CONCRETE SLAB

D.06 DEMOLISH (E) GATE

D.07 DEMOLISH (E) TREE

D.08 DEMOLISH (E) BENCH

D.09 DEMOLISH (E) OVERHANG CANOPY

D.10 DEMOLISH (E) STEEL COLUMNS

D.11 DEMOLISH (E) 6" PLANTER WALL

D.34 DEMOLISH (E) GALVANIZED STEEL PICKET FENCE

D.35 DEMOLISH (E) CONCRETE CURB

EXISTING KEYNOTE LEGEND

E.07 (E) GALVANIZED STEEL PICKET FENCE

E.10 (E) PICKET GATES TO BE RELOCATED

3 02/22/19 ADDENDUM 3

3

3

3 3

3

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QUAD AREAGRASS

NEW MPR BLDG.

GRASS

GRASS

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CC PAVING

LUNCH SHELTER

UNISEX STAFF TOILET

FH

(N) LANDSCAPE

(N) LANDSCAPE

(N) LANDSCAPE

(N) LANDSCAPE

BOYS' TOILET

GIRLS' TOILET

AA4.04

2

AA4.05

2

AA4.04

1

AA4.05

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AA1.00

1


CANOPYA# 03-115407


CANOPYA# 03-115407

(E) ACCESSIBLEPARKING STALLS

A# 03-115407


CANOPYA# 03-115407


CANOPYA# 03-115407

(E) ACCESSIBLEPATH OF TRAVEL

A# 03-115407

(E) FIRE ACCESS ROUTEA# 03-115407

24' -

10"

24' - 10"

(E) ACCESSIBLEPATH OF TRAVEL

A# 03-118523

(E) TRASH ENCLOSUREA# 03-118523

(E) ADMINISTRATIONBUILDING

CONST. TYPE: V-1 HROCC.: B / E-1

A# 33558

(E) KINDER-GARTENBUILDING

CONST. TYPE: V-NOCC.: E-1A# 33558

(E) PORTABLETYPE: V-NOCC.: E-1A# 52794

(E) PORTABLETYPE: V-NOCC.:E-1A# 56013

(E) CLASSROOM BUILDING BCONST. TYPE: V-N

OCC.: E-1 / A-3A# 31664

(E) CLASSROOM BUILDING ACONST. TYPE: V-N

OCC.: E-1 / A-3A# 33704



(E) PORTABLEA# 03-106277

(E) PORTABLEA# 03-105288


1

AA5.01

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DF

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RE

TE

WA

LK

CONCRETE WALK

CONCRETE CONCRETE

GR

AS

S

ASPHALT

ASPHALT

3.07

9' -

2"

34' - 2"

37' -

3"

7' -

10"

11' -

5"

3.065.13

3.06

BEGINNING OF (N)CONCRETE CURB AND(N) PICKET FENCE

5.10 5.10

29

5.12

5.06

3.06

E.09

E.09

6' - 4

1/2

"

5.14

5.06

3.06

20' - 0" MIN.

E.07

E.07

LEGENDPATH OF TRAVEL & ACCESSIBLE ROUTE OFTRAVEL PER A# 03-110479

NEW CONCRETE PAVEMENT

EXISTING ACCESSIBLERESTROOMS PER A#03-110479

NEW ACCESSIBLE PATH OF TRAVEL

FIRE HYDRANTFH

NEW LANDSCAPE

NEW ASPHALT CONCRETE

NEW DRINKING FOUNTAINDF

EXISTING DRINKING FOUNTAIN(E) DF

1. GENERAL CONTRACTOR TO COORDINATE ALL SITE WORK WITH CIVIL DRAWINGS.2. REFER TO CIVIL DRAWINGS FOR CONCRETE WALKS, ASPHALT CONCRETE PAVEMENT, BUILDING

ELEVATIONS, BUILDING FINISH ELEVATIONS, UTILITY PLANS.3. FINISH GRADES AROUND BUILDINGS SHALL SLOPE AWAY AT 2% MINIMUM FOR FIRST 4'-0" FEET FROM

BUILDING.4. BUILDING SHALL BE FULLY SPRINKLERED THROUGHOUT PER CBC 903.2.1.3.5. PATH OF TRAVEL (P.O.T.) AND ACCESSIBLE ROUTE OF TRAVEL AS INDICATED IS A COMMON BARRIER FREE

ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAXIMUM SLOPE,EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL. P.O.T. IS A MINIMUM 48" WIDE. THESURFACE SHALL BE FIRM, STABLE AND SLIP RESISTANT. PASSING SPACES AT LEAST 60" x 60" SHALL BELOCATED NOT MORE THAN 200' APART. PARTS OF P.O.T. WITH CONTINUOUS GRADIENTS SHALL HAVE 60"LEVEL AREAS WHERE THE CROSS-SLOPE IS LESS THAN 2% AND SLOPE IN THE DIRECTION OF TRAVEL ISLESS THAN 5%, UNLESS OTHERWISE INDICATED. SLOPES GREATER THAN 5% TO A MAXIMUM OF 8.33%SHALL BE CONSIDERED AS A RAMP (2016 CBC 11B-405.2). THERE SHALL BE NO DROP-OFF OVER 4" ALONGTHE EDGE OF WALK OR LANDING. PROVIDE 6" HIGH WARNING CURB IF HIGHER THAN 4". P.O.T. SHALL BEMAINTAINED FREE OF OVERHANGING OBSTRUCTIONS AND SUBJECTS PROTRUDING GREATER THAN 4"FROM A WALL, BETWEEN 27" TO 80" ABOVE FINISH GRADE (11B-307.2). ARCHITECT SHALL VERIFY THATTHERE ARE NO BARRIERS IN THE PATH OF TRAVEL.

6. " DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE P.O.T. IDENTIFIED IN THESECONSTRUCTION DOCUMENTS IS COMPLIANT WITH CURRENT APPLICABLE CALIFORNIA BUILDING CODEACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS ANDSTRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANYELEMENTS, COMPONENTS OR PORTIONS OF P.O.T. THAT WERE DETERMINED TO BE NON COMPLIANT 1)HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCEHAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS ANDSPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANTELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECTON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATEDIN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OFTHE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYONDREASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH CBC AS APART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT"

7. FOR WALKWAYS, THE SLOPE IN THE DIRECTION OF TRAVEL SHALL NOT EXCEED 1:20 GRADIENT (5.0%) ANDCROSS SLOPE SHALL NOT EXCEED 1:48 GRADIENT (2.0%) WITH A MINIMUM WIDTH OF FORTY EIGHT INCHES(48") CBC 11B-403.3 AND 11B-403.5.1.3

GENERAL NOTES

C-22205

APRIL 30, 2019

RENEWALDATE


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____



AC FLS SS

DATE

FILE NO.

APPL. NO.

08/10/18


AA1.03

.

JA

JAA

17-SVUSD-029


ENLARGED SITE PLAN

DSA SUBMITTAL

03-118619

56-34

28 177 1" = 20'-0"1ENLARGED SITE PLAN

0' 20' 40' 80'10'

NORTH

KEYNOTE LEGEND

3.06 6" CONCRETE CURB, PER CIVIL DWGS.

3.07 PATCH CONCRETE SLAB TO MATCH (E)

5.06 6'-0" HEIGHT GALVANIZED STEEL PICKET FENCE, SEE 5/AA5.01

5.07 4'-0" WIDE X 6'-0" HEIGHT GALVANIZED STEEL PICKET GATE, SEE 11/AA5.01

5.10 6'-0" HEIGHT CODA ARCHITECTURAL OPUS 80 INFILL PANEL ACCESSIBLE GATE, SEE 10/AA5.02

5.12 6'-0" HEIGHT GALVANIZED STEEL PICKET DOUBLE GATE PER 9/AA5.01

5.13 RE-INSTALL (E) 6'-0" HEIGHT GALVANIZED STEEL PICKET FENCE

5.14 RE-INSTALL (E) DOUBLE GATES



E.09 (E) 6" CONCRETE CURB

3 02/22/19 ADDENDUM 3

3

3 3

3

3

3

UP

67 SF

UNISEX TOILET

7

714 SF

SERVING KITCHEN

3

98 SF

PANTRY

4

LANDSCAPING

LANDSCAPING

A B C D E F G H I J

1

2

14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10"

133' - 6"

3

AA2.01

4

AA2.01

2

AA2.01

1

AA2.01

3

LANDSCAPINGLANDSCAPING

LANDSCAPING

AA4.03

1AA4.01

3

2

1

4

AA4.02

1

3B

1A

3A

5

4

1D 1C

1B

2

3C

4

2

AA3.01

1

AA3.01

89 SF

JANITOR

5

39' -

4"

9' -

0"

27' -

0"

67 SF

UNISEX TOILET

9

63 SF

ELECTRICAL

10

2906 SF

LUNCH SHELTER

11

10

9

7

49 SF

HALLWAY

8

3688 SF

MULTI-USE

1

STAGE

2

1

AA3.02

2

AA3.02

64 SF

CONTROL BOOTH

6

6

EXTENSION2' - 0"

1' - 0" 32' - 5" 12' - 0"

EXTENSION1' - 0"

4' -

4"

2' - 0" 2' - 0"

UNISEX STAFF

TOILET

BOYS' TOILET

13

GIRLS' TOILET

14

(E) CLASSROOMBUIDING B

5.03

5.02

5.01

5.02

5.01

6.04

9.19

9.20

6.05

9.21

4' -

4"

28' - 2" 32' - 8" 28' - 2"

12' -

0"

6' -

4"

6' -

4"

1' -

8"

1' -

8"

5.04

TYP. FOR 8

C

ABOVE

ABD DDD E

EE

G

ABOVE

G

ABOVE

F

AA4.04

1

AA4.05

1

AA4.04

2

AA4.04

2

MIN

.

10' -

3"

MIN

.

10' -

3"

5.09

5.08

5.10

5.09

5.08

5.10

EQ

EQ

3' -

3"

5' - 0" 5' - 0" 5' - 0"

4' -

6"

4' -

2"

4' -

2"

5' - 0" 5' - 0" 5' - 0"

4' -

6"

4' -

2"

4' -

2"

3' -

3"

EQ

EQ

3"

3"

4"

3"

3"

6' - 6

"

8' - 7

3/4

"

R 8' - 2 1/2"R 8

' - 0

"

R 8' - 0"

R 8' - 2 1/2"R 8' -

0"R 8' - 0"R 8' - 0"

R 1' - 6 1/2"

7' - 7 1/4"103' - 10 1/2"6' - 6"23' - 1 1/2"9' - 6"

6' -

6"

14' - 2"

14' -

2 3

/4"

R 5' - 0"R 5' -

0"

R 1' -

9"

R 2' - 4"

R 0' - 10 1/2"

R 4' - 0"

27' -

11"

70' -

1 3

/4"

6' -

6" 11' - 6 3/4"23' - 1 1/4"7' - 3 1/4"53' - 11 1/4"8' - 0"

40' -

1"

6' -

6"

20' -

2"

18' -

7 1

/2"

8' -

0"

23' - 1 1/2"

22' -

4 1

/4"

8' -

0"

54' -

1 3

/4"

8' -

0"

3' -

8"

54' -

1 1

/4"

8' -

0"

E.06

AA5.02

1

14' - 5 1/4"

7' - 7 1/4"

22.1022.10

22.10

21.01

24"

13' -

2 1

/4"

11' -

6 3

/4"

12' -

10"

12' -

10"

3.01

3.03

3.01

3.01

3.01

3.01

3.01

3.01

5.06

21.01

21.01

3.06

5.06

5.06

5.07

5.06

5.12

BEGINNING OF (N)CONCRETE CURBAND (N) PICKETFENCE

1

AA5.01

1

AA5.01

1

AA5.01

1

AA5.01

21.01

21.01

UPUP

F.E.

F.E.

F.E.

F.E.

F.E.

190 SF

EXTERIOR EQUIPMENT

ENCLOSURE

17

190 SF

EXTERIOR EQUIPMENT

ENCLOSURE

18

1 HR FIREBARRIER

3/4 (H)

3/4 (H)

P.H. P.H.

P.H. P.H.

F.F. 971.40

F.F. 972.4023.01

23.01

21.01

5.12

3.06

5.06

3.06

20' - 0" MIN.

5.14

F.E.

3.06

5.06

1. ALL EXTERIOR WALL INSULATION SHALL BE R-21, UNFACED.2. PROVIDE SOUND INSULATION AND RESILIENT CHANNELS FOR INTERIOR WALLS THROUGHOUT UNLESS

NOTED OTHERWISE.3. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL

HAVE A LENGHT IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES IN THE LENGTHOPPOSITE TO THE DIRECTION OF DOOR SWING OF 48 INCHES AS MEASURED AT RIGHT ANGLES TOTHE PLANE OF THE DOOR IN ITS CLOSED POSITION. CBC 11B-404.2.4.

4. PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES.5. PROVIDE BLOCKING FOR DRINKING FOUNTAIN GUARD RAILS.6. SEE TOILET FIXTURE MOUNTING HEIGHTS ON SHEET G0.02.7. PROJECT-OUT / AWNING WINDOWS LOCATED NEXT TO A WALKWAY SHALL PROJECT 4" MAXIMUM.

GENERAL NOTES

LEGEND

STAGERED ACCOUSTICAL WALL

1-HOUR FIRE BARRIER

F.E. FIRE EXTINGUISHER

C-22205

APRIL 30, 2019

RENEWALDATE


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____



AC FLS SS

DATE

FILE NO.

APPL. NO.

08/10/18


AA1.04

.

JA

JAA

17-SVUSD-029


FIRST FLOOR PLAN

DSA SUBMITTAL

03-118619

56-34

29 177

1/8" = 1'-0"1FIRST FLOOR PLAN

NORTH

0' 4' 8' 16' 32'

KEYNOTE LEGEND

3.01 CONCRETE SLAB ON GRADE

3.03 CONCRETE STAIRS, SEE 1/AA5.02

3.06 6" CONCRETE CURB, PER CIVIL DWGS.

5.01 GALVANIZED STEEL HANDRAIL

5.02 GALVANIZED STEEL HANDRAIL EXTENSION

5.03 GALVANIZED STEEL WING GUARD RAIL

5.04 STEEL COLUMN

5.06 6'-0" HEIGHT GALVANIZED STEEL PICKET FENCE, SEE 5/AA5.01

5.07 4'-0" WIDE X 6'-0" HEIGHT GALVANIZED STEEL PICKET GATE, SEE 11/AA5.01

5.08 HSS 4" x 4" x 1/4" STEEL TUBE COLUMN

5.09 6'-0" HEIGHT CODA ARCHITECTURAL OPUS 80 INFILL PANEL SCREEN, SEE 6/AA5.02& 9/AA5.02

5.10 6'-0" HEIGHT CODA ARCHITECTURAL OPUS 80 INFILL PANEL ACCESSIBLE GATE,SEE 10/AA5.02

5.12 6'-0" HEIGHT GALVANIZED STEEL PICKET DOUBLE GATE PER 9/AA5.01

5.14 RE-INSTALL (E) DOUBLE GATES

6.04 WOOD FRAMED STAIR

6.05 WOOD FRAMED RAMP

9.19 25/32" STAINED MAPLE TREAD

9.20 STAINED BIRCH VENEER RISER ON 3/4" PLYWOOD

9.21 STAINED MAPLE FLOORING

21.01 FIRE EXTINGUISHER AND SIGNAGE

22.10 FLOOR DRAIN

23.01 MECHANICAL UNIT


E.06 (E) DRINKING FOUNTAIN TO REMAIN


3 02/22/19 ADDENDUM 3

1:12 MAX SLOPE

3

3

3

3

3

3

3

3

A B C D E F G H I J

1

2

3

4

A.F.F.

2' x 4' ACT System

10' - 0"

A.F.F.

2' x 4' ACT Armstrong CleanRoom VL

10' - 0"

A.F.F.

GYPSUM BOARD

8' - 0"

A.F.F.

GYPSUM BOARD

8' - 0"

26.01

UNISEX TOILET

7

SERVING

KITCHEN

3

PANTRY

4

JANITOR

5

UNISEX TOILET

9

ELECTRICAL

10

HALLWAY

8

A.F.F.

GYPSUM BOARD

10' - 0"

A.F.F.

GYPSUM BOARD

10' - 0"

4' -

9"

4' -

8" 8' -

9"

14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10" 14' - 10"

39' -

4"

9' -

0"

27' -

0"

HIGH POINT HIGH POINT

STAGE

2

MULTI-USE

1

A.F.F.

GYPSUM BOARD

10' - 0"

A.F.F.

GYPSUM BOARD

10' - 0"

A.F.F.

GYPSUM BOARD

10' - 0"

CONTROL BOOTH

6

7.05

7.05

8.09

7.017.01

7.017.01

7.05 7.05

7.04

7.04

7.04

7.05

7.04

8.09

7.04

7.01

9.07

9.18

9.08

9.08 9.08

9.08

9.08

9.08

9.08

9.10

9.08

9.10

26.01

GYPSUM BOARD

GYPSUM BOARD

GYPSUM BOARD

12.01 TYP.

HIGH POINT11'-0" A.F.F.

WALL9'-8" A.F.F.

WALL9'-8" A.F.F.

8'- 9 3/4" A.F.F.

26.01

TYP.FOR 5

26.01

26.01

26.01

26.01

26.01

26.01

26.01

TYP.FOR 12

TYP. FOR 48

23.04

S.D.

S.D. S.D.

S.D. S.D.

S.D.

S.D.

S.D.

S.D. S.D.

S.D.

S.D.

S.D.

S.D.

S.D.

S.D.

S.D.

S.D.

WIFI WIFI

26.02

26.03

TYP. FOR 12

TYP.FOR 18

TYP.FOR 6

26.02

S.H.

S.H.

S.H.

S.H.

S.H.

S.H.

S.H.

S.H.

S.H.

S.H.

S.D.

SOFFIT

12"

12"

12"

12"

..12"

12"

12"

4" VENT SCREED, SEETYPICAL

STUCCO CONTROL JOINTTYPICAL

13A6.01 3

1. PROVIDE AN ACCESS PANEL ON ALL THE CEILINGS FOR ACCESS TO FIRE SMOKE DAMPERSAND OTHER UTILITIES ABOVE THE CEILINGS REQUIRING ACCESS FOR MAINTENANCE.

2. PROVIDE EXITS SIGNS PER SECTION 1013.1. EXITS AND EXIT ACCESS DOORS SHALL BEMARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESSTRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BYREADILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL INCASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TOTHE OCCUPANTS. SEE ELECTRICAL DRAWINGS FOR EXIT SIGN LOCATIONS.

3. BUILDING SHALL BE FULLY SPRINKLERED THROUGHOUT PER CBC 903.2.1.3.4. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE.5. SEE MECHANICAL DRAWINGS DOR DIFUSERS, AND GRILLES.6. SEE THEATER DRAWINGS FOR AUDIO/VISUAL EQUIPMENT. COORDINATE RCP WITH THEATER

DRAWINGS.

GENERAL NOTES

2 x 4 LITHONIA RECESSED LIGHTING BREEZ 2BZL

REFLECTED CEILING LEGEND:

2 x 4 LITHONIA RECESSED LIGHTING WRTL

1 x 4 LITHONIA RECESSED LIGHTING WRTL

EXIT SIGN. SEE E-1.02

KENALL ROUGH HOUSE RHR15D

LITHONIA LIGHTING WRS

SPEAKER. SEE AV2.0

SPEAKER. SEE AV2.0

SMOKE DETECTOR. SEE EE501

SPEAKER HORN STROBE. SEE EE501

S.D.

WIFI WI FI. SEE EE401

S.H.

C-22205

APRIL 30, 2019

RENEWALDATE


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____



AC FLS SS

DATE

FILE NO.

APPL. NO.

08/10/18


AA1.05

.

JA

JAA

17-SVUSD-029


REFLECTED CEILING PLAN

DSA SUBMITTAL

03-118619

56-34

30 177

1/8" = 1'-0"1CEILING PLAN

KEYNOTE LEGEND

7.01 ROOF EAVE

7.04 20 GA. MIN. GUTTER

7.05 16 GA. MIN. DOWNSPOUT

8.09 INSULATED ROLLING DOOR BY CORNELL (THERMISER MAX MODELNUMBER: ESD30). SEE ELEVATIONS FOR DIMENSIONS

9.07 2' X 4' ARMSTRONG ACOUSTICAL TILE SQUARE TEGULAR CALLA# 2823.GRID 15/16" PRELUDE XL, SEE 2/A-1.10

9.08 GYPSUM BOARD ON METAL STUD CEILING. SEE 3/A-6.00

9.10 GYPSUM BOARD SOFFIT

9.18 2' x 4' ARMSTRONG CLEAN ROOM VL ACOUSTICAL CEILING TILE. GRID 15/16"PRELUDE XL, SEE 2/A-1.10

12.01 BLINDS

23.04 WALL MOUNTED HEAT PUMP CONDENSER

26.01 LIGHT FIXTURE

26.02 SPOT LED FIXTURE SEE TL1.0

26.03 PAR LED FIXTURE SEE TL1.0

3 02/22/19 ADDENDUM 3

10' -

0"

FU

LL H

EIG

HT

12"

12"

12"

36"

3"

FINISH FLOOR

BULLNOSE TRIM STEREO GREY VL73

ACTION ORANGE VL88

AMPLIFY BLACK VL70

STEREO GREY VL73

FR701 2100 GUILFORD ON MAINEACOUSTICAL FABRIC - BALTIC 153

FR701 2100 GUILFORD ON MAINEACOUSTICAL FABRIC - GREY MIX 238

FR701 2100 GUILFORD ON MAINEACOUSTICAL FABRIC - CINNABAR 422

ROPPE WALL BASE, 177 BLUE

12"

12"

12"

12"

12"

12"

12"

12"

12"

4"

104" 186" 175"

138"177"150"

126" 155" 184"

92"72" 106"60" 6"

6"71"95"94" 70"

9"107"57" 94"72"

131"35"82" 82"

59"105" 108"58"

66"100"60" 104"

FR701 2100 GUILFORD ON MAINEACOUSTICAL FABRIC - BALTIC 153

FR701 2100 GUILFORD ON MAINEACOUSTICAL FABRIC - GREY MIX 238

FR701 2100 GUILFORD ON MAINEACOUSTICAL FABRIC - CINNABAR 422

ROPPE WALL BASE, 177 BLUE

4"12

"12

"12

"12

"12

"12

"12

"12

"12

"

113"24"

137"

37" 100"

69"56"

125"12"

66" 71"19"60" 68 1/2"

136" 216" 113"

151"144"170"

120" 168" 177"

19"88 1/2" 40"

19"128 1/2"

179 1/2"112"

167"124 1/2"

119"172 1/2"

A B C D E F G H I J

1

2

3

4 -

STAGE

2

SERVING

KITCHEN

3

JANITOR

5

PANTRY

4

MULTI-USE

1

CONTROL BOOTH

6

UNISEX TOILET

7

HALLWAY

8

UNISEX TOILET

9

ELECTRICAL

10

LUNCH SHELTER

11

8.06

8.06 8.06 8.06

8.06

8.06

8.06 8.06

8.06

38' -

8 3

/4"

9' - 2"

4' -

4 1

/2"

4' -

4 1

/2"

4' -

4 1

/2"

9' - 2"

9' - 2"

4' -

4 1

/2"

-

-

AA1.07 3AA1.074

9' - 2"

AA5.05

10

AA5.05

10

AA5.05

10

AA5.05

10

DEPRESSED SLABAT KITCHEN ANDPANTRY ROOMFOR QUARRY TILE

DEPRESSED SLABAT TOILET FORPORCELAIN TILE

DEPRESSED SLABAT TOILET FORPORCELAIN TILE

LEGEND:

10" x 20" MARMOLEUM MODULAR T3407 DONKEY ISLAND

10" x 20" MARMOLEUM MODULAR T3136 CONCRETE

10" x 20" MARMOLEUM MODULAR T3048 GRAPHITE

10" x 20" MARMOLEUM MODULAR T2629 EIGER

12" x 24" DALTILE VOLUME 1.0 STEREO GREY VL73

12" x 24" DALTILE VOLUME 1.0 AMPLIFY BLACK VL 70

12" x 24" DALTILE VOLUME 1.1 ACTION ORANGE VL88

4" X 8" DALTILE QUARRY TILE ARID GRAY 0Q42 (2)

MAPLE HARDWOOD FLOORING

MULTI-PURPOSE ROOM, CONTROL BOOTH, HALLWAYAND ELECTRICAL ROOM

TOILETS

STAGE

KITCHEN AND PANTRY

NYSTROM, MAXTread (WALK-OFF MAT) GRAY

JANITOR

SEALED CONCRETE WITH FLOOR HARDENER

C-22205

APRIL 30, 2019

RENEWALDATE


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____



AC FLS SS

DATE

FILE NO.

APPL. NO.

08/10/18


AA1.07

.

JA

JAA

17-SVUSD-029


FINISH PLAN

DSA SUBMITTAL

03-118619

56-34

32 177

1/4" = 1'-0"2PORCELAIN WALL TILE PATTERN AT TOILETS

KEYNOTE LEGEND

8.06 THRESHOLD

1/4" = 1'-0"3MPR EAST WALL FINISH PATTERN

1/4" = 1'-0"4MPR WEST WALL FINISH PATTERN

3 02/22/19 ADDENDUM 3

3

3

3

3

1/8" = 1'-0"1FIRST FLOOR PLAN

3

3

3

NEW CONCRETE(E) CONCRETE

DRILL FOR #4 DOWEL @ 16" O.C.PROVIDE SIMPSON 'SET' EPOXYANCHOR (ICC-ESR-1772)

4" THK CONCRETE SLABw/ #4 @ 16" O.C. EACHWAY, TYP.

(E)

4"

4" 18"

4"

2"

GRAVEL BASE

COMPACTION TO 90%OF MAXIMUM DENSITY

FLUSH

PROVIDE VAPOR BARRIERPER SPECS (INTERIORSPACE ONLY)

PORCELAIN TILE OVERMORTAR BED WHERE OCCURS

WH

ER

E O

CC

UR

S2

1/2"

FENCE POST, WHERE APPLICABLE

PC CONCRETE WITH MEDIUM BROOM FINISH,PERPENDICULAR TO DIRECTION OF CURB

ISOLATION JOINT AND DOWEL

PAVING PER PLAN

GRADE

1/2" RADIUS, ALL EDGES, TYP.

(4) #4 REBAR, HORIZ, TYP.

DEEPENED CURB AT SLOPECONDITION

#4 REBAR, HORIZ @ 18" O.C.

#4 REBAR, VERT. @ 24" O.C.(WHEN DEEPER THAN 18").

NOTES:

1. PROVIDE CONTRACTION JOINT EVERY 10'MAX AND AT FENCE POSTS.2. PROVIDE EXPANSION JOINT EVERY 20' MAX.3. SPACE JOINTS EVENLY BETWEENBEGINNING AND END POINTS.

CLR. TYP.

3"

CO

ND

ITIO

N (

SE

E B

ELO

W)

1' -

8"

VA

RIE

S I

N S

LOP

E

2'-0" BENCH

#4 REBAR, HORIZ@ 18" O.C.

#4 REBAR, BERT. @24" O.C. (WHENDEEPER THAN 18").

MEASURE SLOPECONTOURS FROM TOP OFSLOPE TO 5 FT, ANDEXTEND FOR DEPTH OFMOW CURB

EXTEND MOW CURB DEPTH TO MIN. 5 FT HORIZ.FROM DAYLIGHT OF SLOPE, TYP.

SLOPE CONDITION INSET

6"

1"

F.G

OTHERWISE ON PLANS)

12" (UNLESS NOTED

NOMINAL SPACING MAX.

8' - 0"

6' -

0"

4"N

OM

.2"

4' -

0"

1' - 6"

6" THROUGH BOLT TYP.FOR ALL POSTS

CONCRETE FOOTING

TYP.

3 3/4"

NOTES:

1. VERIFY POST DIMENSIONS WITH MANUFACTURER PRIOR TO BIDDING.2. ALL FENCING COMPONENTS SHALL BE POWDER COATED.

2" SQUARE 16 GA POST

1 3/8" X 1 1/2" X 11 GAUGEDOUBLE TOP AND BOTTOMRAILS.

1" X 1" X 14 GAUGE PICKETS

1 3/8" X 1 1/2" BRACKETSATTACH TO EACH POSTWITH 1/4" X 1" SELF DRILLINGSCREWS

3' - 6"

14" Ø x 48" DEEP CONCRET FOOTING

HINGE TYPICAL OF HEIGHT

18" x GATE WIDTH, 10 GASECURITY STEEL PLATEWELDED TO GATE FRAME

ISA SIGN PER 11/AA5.02

2" x 2" x 3/16" TUBESTEEL GATE FRAME

8" x 18" ; 10 GA STEELPLATE WELDED TO GATEFRAME - TYP.

CLOSER MOUNTED ONSTEEL PLATE - TYP.

4" x 3" x 3/16" S.T. FRAME ANDINTERMIDIATE POST

6 FEET HIGH GATE - TYP.

1" x 1" 16 GA STEEL TUBEPICKETS @ 5" O.C. MAX. - TYP.

REFER TO HARDWARE SCHEDULEFOR LOCKSETS OPTIONS

GATE STRIKE

10" HI x GATE WIDTH; 10 GA STEELKICK PLATE, WELDED TO GATEFRAME ON PUSH SIDE

3' -

0"

3' - 6"3"

4' -

0".

1' - 2" Ø

6"

ACCESSIBLE ACCESSIBLE

AA5.01

3

6' -

0"

0' -

8"

18" MIN.GATE FRAME

STEEL PICKETS

1/8" TYP.

.

WELD TO FRAME AND PICKETS -TYP. AT 14 GA PLATES

KICK PLATE 10" x WIDTHOF GATE FRAM x 16 GA.WELDED TO GATEFRAME, FLUSH WITHFACE OF FRAME, BOTHSIDES

3' -

0"

6' -

0"

2 1/2" TUBE I.D. GALV.STEEL POST.

NEW 2-1/2" Ø I.D.GALV. STEEL POSTSCHEDULE 40, TYP.

STAINLESS STEELBALL BEARINGHINGES, TYP.

FINISH GRADE

GALVANIZED PLATE 8" x20" x 16 GA. WELDED TODOOR FRAME

LEVER HANDLE &MORTISE LOCK ONPULL SIDE OF GATE

GATE STRIKECHANNEL

FOR EXIT GATE PROVIDEPANIC HARDWARE EXITDEVICE ON THE INTERIORSIDE W/ OFFSET PULLHANDLE & MORTISE LOCKON EXTERIOR

1" X 1" X 16 GA. GALV. STEELPICKET @ 5" O.C. MAX.

DOOR CLOSER MOUNTEDON STEEL ANGLE;CLOSER SHALL HAVE 5LBS. MAX. PRESSURE AND5'SECONDS MIN. DELAYFROM 90 TO 12 DEGREESFROM LATCH

3' - 0"

MIN.

24" CLR.

LEVEL LANDING 5 - 0" x 5' - 0"SLOPED LESS THAN 1.5%ALL DIRECTIONS

3' - 0" 12"

GATE HARDWARE :

1) LOCKSET : LEVER HANDLE ON PUSH & PULL SIDE SCHLAGE L-9070-06N

2) DOOR CLOSER : 180-DEGREE, DELAYED ACTION L.C.N. 4041; NORTON PR7500DA; OR EQUAL

3) WELDABLE GATE BOX : K-BXMOR2, BY KEEDEX INC.

4) BARREL HINGES : BARREL HINGES-7"

NOTES :

1. ENTIRE ASSEMBLY TO BE HOTDIPPED GALVANIZED AFTERFABRICATION

2. ALL WELD TO BE GROUNDEDSMOOTH

2 1/2" TUBE FENCE

GATE STRIKECHANNEL

GATE BOXWITHLEVERHARDWAREBOTH SIDES

2" x 2" x 3/16"GATE FRAME

DETAIL "C"

C

GATE ACCESSIBLE SIGNPER 11/AA5.02

TABLE 'A'

SEE

3" M

AX

.

4' - 0" MAX.

2' - 11 3/4" MIN.

4' -

6"

6' -

0"

6"

TA

BLE

'A'

SE

E

TABLE "A"- GATE FOOTING SIZE

GATESIZE

3' - 0"

POSTDIAM.

GATEHEIGHT

FOOTINGDIAM.

FOOTINGDEPTH

2 - 1/2" 7' - 0" MAX 14" 4' - 0"

3' - 6" 2 - 1/2" 14" 4' - 3"

4' - 0" 2 - 1/2" 14" 4' - 6"

ACCESSIBLE

7' - 0" MAX

7' - 0" MAX

5' - 0"

5' -

0"

C-22205

APRIL 30, 2019

RENEWALDATE


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____



AC FLS SS

DATE

FILE NO.

APPL. NO.

08/10/18


AA5.01

.

JA

JAA

17-SVUSD-029


SITE DETAILS

DSA SUBMITTAL

03-118619

56-34

42 177

1 1/2" = 1'-0"1NEW CONCRETE SLAB TO (E)

2 01/15/19 Revision 2

1" = 1'-0"4RAISED MOW CURB (WHERE APPLICABLE)

1/2" = 1'-0"56 FT METAL PICKET FENCE

3/4" = 1'-0"9ACCESSIBLE PEDESTRIAN GATE - PAIR

3/4" = 1'-0"3CLOSER PLATE DETAIL

3/4" = 1'-0"11ACCESSIBLE PEDESTRIAN GATE

2

2

2

2

EQUAL (10'-0"O.C. MAX.)

FENCE PANEL

5' -

0"

V.I.

F.

PE

R S

CH

ED

.

B

C

CL CL

TURNBUCKLE

RAIL END

TOP RAIL

VERTICAL POST, SCHEDULE 40

1/8" x 1" STEEL TENSIONBAR BANDS SPACED AT16" INTERVALS

PROVIDE DIAGONALBRACE RODS AT FENCES6'-0" & TALLER

TENSION WIREWITH HOG RINGS

TIE WIRES AT 16" O.C., TYP.

STRETCHER BAR, TYP.

PROVIDEHORIZONTAL BRACEAT FENCES 6'-0"& TALLER

CHAIN LINK FABRIC

TYP. POST CAP AT ALLVERTICAL SUPPORT

FINISH GRADE

CONCRETEFOOTINGf' c=3,000 PSI

1/8" x 1" TENSION BAR BANDSSPACED AT 16" INTERVALS

STRETCHER BAR, TYP.

PROVIDE HORIZONTAL BRACE AT FENCES6'-0" AND TALLER, SCHEDULE 40

VERTICAL POST, SCHEDULE 40

STRETCHER BAR, TYP.

VERTICAL POST,SCHEDULE 40

1/8" x 1" TENSION BAR BANDS SPACEDAT 16" INTERVALS

CHAIN LINK FABRIC

TIE WIRE AT 16" O.C.

POST CAP, TYP.

TOP RAIL, SCHEDULE 40

1/8" x 1" TENSION BAR BANDS SPACEDAT 16" INTERVALS

STRETCHER BAR, TYP.

VERTICAL POST

CHAIN LINK FABRIC

A

A

B

C

N.T.S.

N.T.S.

N.T.S.

CLR

. TY

P.

3"

(10/A5.06 TYP.)

PER SCHED.

SCHEDULE OF POSTS AND FOOTINGS

ITEM

TOP RAIL, BRACE RAILS& TRANSOM RAILS

LINE POSTS

HEIGHTNOM. PIPE

SIZE(INCHES)

FOOTINGDIAM.

FOOTINGDEPTH

10' - 1" TO 16' - 0" 1 1/2" N/A N/A

UP TO 12' - 0" 3" 24" 7' - 0"

(MA

TC

H (

E)

CH

AIN

LIN

K H

EIG

HT

)

1/4"

MIN

.

1"

5/8" TYPE "X" GYP. BD.

RESIN HARDENED SPOTS

PANEL CLIP

WALL CLIP

FABRIC WRAPPED ACOUSTICAL / TACKABLE PANEL;1" THICK PANEL (6.0 PCF), 0.75 NRC

RESIN HARDENED EDGES

LEVELING CLIP, FABRIC WRAPPEDAT DOOR HEAD LEVEL,CONTINUOUS OVER DOORWAYS.

CEILING FINISH

1/2

"1/2

"

SECTION Y-Y

SECTION X-X

3/4".

3/4".

FLOORING (MARMOLEUM)

WALK-OFF MAT

LEVEL BED TRANSITION FRAME

FLOORING (MARMOLEUM)

WALK-OFF MAT

LEVEL BED TRANSITION FRAME

FINISHED MAT WIDTH

FIN

ISH

ED

MA

T L

EN

GT

H

TR

AF

FIC

DIR

EC

TIO

N

Y

Y

X X

MAT COLOR : GRAY WITH CHARCOAL CARPETFRAME FINISH: CLEAR ANODIZEDTREAD: HOOK AND LOOP CARPET INSERTSSEE FLOOR PLAN FOR SIZESMAT WILL BE PROVIDED IN 1 SECTION.

C-22205

APRIL 30, 2019

RENEWALDATE


(805) 530-3938 , (818) 874-0071

REVISIONS



DATE:

DRAWN:

CHECK:

JOB NO:

_____ OF _____



AC FLS SS

DATE

FILE NO.

APPL. NO.

08/10/18


AA5.05

.

JA

JAA

17-SVUSD-029


INTERIOR DETAILS

DSA SUBMITTAL

03-118619

56-34

46 177

1/2" = 1'-0"3CHAIN LINK FENCE

2 01/15/19 Revision 2

6" = 1'-0"9ACOUSTICAL PANEL

3" = 1'-0"10WALK-OFF MAT

2

2

2

DRAWING # KEYNOTE # SCOPE OF WORK REVISIONS

FURNISH INSTALL FURNISH INSTALL FURNISH INSTALL

GENERAL

G0.00 Not Applicable

G0.00A Not Applicable




CIVIL

C1.00 Not Applicable

C2.00 Not Applicable

C2.10 All ● ●

C2.11 All ● ●

C3.10 All ● ●

C3.11 All ● ●

C4.00 All ● ●

C4.10 All ● ●

C4.11 All ● ●

C5.00 All ● ●

C6.00 All ● ●

C7.00 All ● ●

C7.10 All ● ●

LANDSCAPE

L1.01 All ● ●

L1.02 All ● ●

L2.01 All ● ●

L3.01 All ● ●

L3.02 All ● ●

ARCHITECTURAL

AA1.00 All ● ●

AA1.01 All ● ●

AA1.02 All ● ●

AA1.02F ALL ● ●

AA1.03 All ● ●

AA1.04 3.01 ● ●

G.C. JTS DISTRICT

DIVISION OF SCOPE OF WORK (DSA# 03-118619)

GARDEN GROVE MPR BUILDING AND TOILET RENOVATIONS

Division of Scope of Work Garden Grove ES MPR 1 of 11

DRAWING # KEYNOTE # SCOPE OF WORK REVISIONSG.C. JTS DISTRICT

3.03 ● ●

3.06 ● ●

5.01 ● ●

5.02 ● ●

5.03 ● ●

5.04 ● ●

5.06 ● ●

5.07 ● ●

5.08 ● ●

5.09 ● ●

5.10 ● ●

5.12 ● ●

6.04 ● ●

6.05 ● ●

9.19 ● ●

9.20 ● ●

9.21 ● ●

21.01 ● ●

22.10 ● ●

23.01 ● ●

AA1.05 7.01 ● ●

7.04 ● ●

7.05 ● ●

8.09 ● ●

9.07 ● ●

9.08 ● ●

9.10 ● ●

9.18 ● ●

12.01 ● ●

23.04 ● ●

26.01 ● ●

26.02 ● ●

26.03 ● ●

AA1.06 All ● ●

AA1.07 Porcelain Wall Tile ● ●

Acoustical Panels ● ●



Floors ● ●

8.06 ● ●

AA1.08 12.05 ● ●

12.06 ● ●

12.09 ● ●

AA2.01 5.03 ● ●

5.06 ● ●

5.08 ● ●

5.09 ● ●

5.10 ● ●

7.02 ● ●

7.03 ● ●

7.04 ● ●

7.05 ● ●

7.06 ● ●

8.01 ● ●

8.02 ● ●

8.03 ● ●

8.05 ● ●

8.08 ● ●

8.09 ● ●

8.11 ● ●

9.01 ● ●

9.09 ● ●

21.01 ● ●

23.04 ● ●

26.01 ● ●

AA3.01 5.01 ● ●

5.02 ● ●

7.02 ● ●

7.03 ● ●

7.04 ● ●

7.05 ● ●

8.01 ● ●

8.04 ● ●

8.05 ● ●



8.09 ● ●

8.10 ● ●

9.02 ● ●

9.04 ● ●

9.06 ● ●

9.07 ● ●

9.08 ● ●

9.11 ● ●

9.18 ● ●

10.01 ● ●

12.01 ● ●

12.09 ● ●

12.10 ● ●

21.01 ● ●

23.03 ● ●

26.01 ● ●

26.02 ● ●

26.03 ● ●

AA3.02 5.06 ● ●

5.08 ● ●

5.09 ● ●

7.03 ● ●

7.04 ● ●

7.05 ● ●

8.04 ● ●

8.10 ● ●

9.01 ● ●

9.05 ● ●

9.07 ● ●

9.08 ● ●

9.11 ● ●

10.01 ● ●

21.01 ● ●

23.03 ● ●

26.01 ● ●

AA4.01 5.01 ● ●



5.02 ● ●

8.04 ● ●

8.05 ● ●

8.08 ● ●

8.09 ● ●

8.10 ● ●

8.11 ● ●

9.04 ● ●

9.05 ● ●

9.10 ● ●

9.11 ● ●

9.22 ● ●

10.01 ● ●

12.01 ● ●

12.09 ● ●

12.10 ● ●

21.01 ● ●

21.05 ● ●

21.06 ● ●

26.02 ● ●

26.03 ● ●

AA4.02 6.01 ● ●

6.02 ● ●

7.05 ● ●

7.06 ● ●

7.07 ● ●

8.03 ● ●

8.04 ● ●

8.06 ● ●

8.08 ● ●

8.10 ● ●

9.05 ● ●

9.06 ● ●

9.15 ● ●

9.16 ● ●

9.17 ● ●



9.26 ● ●

10.01 ● ●

10.02 ● ●

10.08 ● ●

10.09 ● ●

10.11 ● ●

21.01 ● ●

21.02 ● ●

21.05 ● ●

21.06 ● ●

21.07 ● ●

22.08 ● ●

22.09 ● ●

22.11 ● ●

22.12 ● ●

22.21 ● ●

23.06 ● ●

23.07 ● ●

AA4.03 8.01 ● ●

8.04 ● ●

8.06 ● ●

8.08 ● ●

9.02 ● ●

9.03 ● ●

9.04 ● ●

9.05 ● ●

10.01 ● ●

10.03 ● ●

21.06 ● ●

22.02 ● ●

22.04 ● ●

22.10 ● ●

22.20 ● ●

AA4.04 All ● ●

AA4.05 All ● ●

AA5.01 All ● ●



AA5.02 All ● ●

AA5.03 All ● ●

AA5.04 All ● ●

AA5.05 All ● ●

AA7.01 All ● ●

PLUMBING

PP1.01 All ● ●

PP2.01 All ● ●

PP3.01 All ● ●

MECHANICAL

MM1.01 All ● ●

MM2.01 All ● ●

ELECTRICAL

EE100 All ● ●

EE110 All ● ●

EE111 All ● ●

EE200 All ● ●

EE401 All ● ●

EE500 All ● ●

EE501 All ● ●

EE502 All ● ●

EE503 All ● ●

EE550 All ● ●

EE551 All ● ●

EE552 All ● ●

EE553 All ● ●

EE600 All ● ●

EE705 All ● ●

EE706 All ● ●

EE707 All ● ●

EE712 All ● ●

EE801 All ● ●

EE802 All ● ●

EE901 All ● ●

EE902 All ● ●

EE990 All ● ●



THEATER

AV1.0 All ● ●

AV1.1 All ● ●

AV2.0 All ● ●

AV2.1 All ● ●

AV3.0 All ● ●

AV3.1 All ● ●

AV4.0 All ● ●

AV5.0 All ● ●

AV5.1 All ● ●

TL-1.0 All ● ●

TL-1.1 All ● ●

TL-2.0 All ● ●

TL-3.0 All ● ●

TR1.0 All ● ●

TR1.1 All ● ●

TR1.2 All ● ●

KITCHEN

K-101 All ● ●

K-201 All ● ●

K-202 All ● ●

K-203 All ● ●

K-204 All ● ●

K-205 All ● ●

K-205.1 All ● ●

K-205.2 All ● ●

K-205.3 All ● ●

K-601 All ● ●

K-602 All ● ●

K-701 All ● ●

K-702 All ● ●

JTS MODULAR BUILDING

T-1.00 Not Applicable

JTS ARCHITECTURAL

A1.01 See AA4.02 and AA4.03

A1.00 See AA1.04



A1.09 See AA1.05

A1.10 All ● ●

A1.21 All ● ●

A1.22 All ● ●

A2.00 See AA4.01

A2.01 See AA4.02 and AA4.03

A2.20 All ● ●

A3.00 See AA2.01

A4.00 See AA1.06

A5.00 See AA3.01

A5.01 See AA3.02

A6.00 All ● ●

A6.01 All ● ●

A6.02 All ● ●

A6.03 All ● ●

A6.04 All ● ●

JTS STRUCTURAL

S1.1 Not Applicable

S1.2 Not Applicable

S1.3 ● ●

S1.4 ● ●

S1.5 ● ●

S1.6 ● ●

S1.7 ● ●

S2.1 ● ●

S2.2 ● ●

S2.3 ● ●

S3.1 ● ●

S3.2 ● ●

S3.3 ● ●

S3.4 ● ●

S3.5 ● ●

S3.6 ● ●

S3.7 ● ●

S3.8 ● ●

S4.1 Details: 1, 5, 7, 8, 10, 12 ● ●



Details: 2, 3, 4, 6, 9, 11 ● ●

S4.2 Details: 1, 2, 3, 5, 6, 7 ● ●

Details: 4 ● ●

S5.1 All ● ●

S5.2 All ● ●

S5.3 All ● ●

JTS MECHANICAL

M0.01 ● ●

M1.01 ● ●

M1.02 ● ●

M5.00 ● ●

M5.01 Details: 1, 2, 3, 5, 7

Details: 4, 6 Coordinate btw G.C. & JTS

M5.02 ● ●

M5.03 ● ●

M5.04 ● ●

M5.05 ● ●

M5.06 ● ●

JTS ELECTRICAL

E0.01 ● ●

E1.01 ● ●

E1.02 ● ●

E5.00 ● ●

E5.01 ● ●

JTS PLUMBING

P0.01 ● ●

P1.01 ● ●

P1.02 ● ●

P5.01 ● ●

JTS FIRE SPRINKLERS

FP-1 ● ●

FP-2 ● ●

FP-3 ● ●

JTS ENERGY CODE

EC1.00 ● ●

EC2.00 ● ●



JTS STOREFRONT ENGINEERING

C1 ● ●

E1 ● ●

E2 ● ●

E3 ● ●

D1 ● ●

D2 ● ●

D3 ● ●


AWA Revit Keynotes-SVUSD-29 Garden Grove DIV 0 EXISTING DIV 1 DEMOLITION DIV 2 EXISTING CONDITIONS DIV 3 CONCRETE DIV 4 MASONRY DIV 5 METALS DIV 6 WOOD, PLASTICS AND COMPOSITES DIV 7 THERMAL AND MOISTURE PROTECTION DIV 8 OPENINGS DIV 9 FINISHES

DIV 10 SPECIALTIES DIV 11 EQUIPMENT DIV 12 FURNISHINGS DIV 13 SPECIAL CONSTRUCTION DIV 14 CONVEYING EQUIPMENT DIV 21 FIRE SUPPRESSION DIV 22 PLUMBING DIV 23 HVAC DIV 26 ELECTRICAL DIV 27 COMMUNICATIONS DIV 28 ELECTRONIC SAFETY AND SECURITY DIV 31 EARTHWORK DIV 32 EXTERIOR IMPROVEMENTS DIV 33 UTILITIES

E.01 (E) CHAIN-LINK FENCE TO REMAIN DIV 0 E.02 (E) ASPHALT DIV 0 E.05 (E) CHAIN-LINK GATE TO REMAIN DIV 0 E.06 (E) DRINKING FOUNTAIN TO REMAIN DIV 0 E.07 (E) GALVANIZED STEEL PICKET FENCE DIV 0 E.08 (E) GALVANIZED STEEL PICKET GATE DIV 0 E.09 (E) 6" CONCRETE CURB DIV 0 E.10 (E) PICKET GATES TO BE RELOCATED DIV 0

D.01 DEMOLISH (E) ASPHALT DIV 1 D.02 DEMOLISH (E) PLANTS DIV 1 D.03 DEMOLISH (E) CHAINLINK FENCE DIV 1 D.04 REMOVE (E) GRASS AND PREPARE SURFACE FOR (N) CONCRETE SIDEWALK DIV 1 D.05 DEMOLISH (E) CONCRETE SLAB DIV 1 D.06 DEMOLISH (E) GATE DIV 1 D.07 DEMOLISH (E) TREE DIV 1 D.08 DEMOLISH (E) BENCH DIV 1 D.09 DEMOLISH (E) OVERHANG CANOPY DIV 1 D.10 DEMOLISH (E) STEEL COLUMNS DIV 1 D.11 DEMOLISH (E) 6" PLANTER WALL DIV 1 D.12 REMOVE (E) SOIL AND PLANTS AND PREPARE SURFACE FOR NEW CONCRETE SLAB.

PROTECT (E) ADJACENT TREE OR TREE ROOTS DIV 1 D.13 DEMOLISH (E) CONCRETE WHEEL STOP DIV 1 D.14 DEMOLISH (E) TOILETS, TYP. DIV 1 D.15 DEMOLISH (E) LAVATORY, TYP. DIV 1 D.16 DEMOLISH (E) URINAL, TYP. DIV 1 D.17 DEMOLISH (E) TOILET PARTITIONS DIV 1 D.18 DEMOLISH (E) MOSAIC FLOOR TILES, BASE AND SETTING BED IN ITS ENTIRETY.

SAWCUT A PORTION OF (E) CONCRETE SLAB AS REQUIRED TO RE-WORK (E) PLUMBING FOR (N) LAYOUT DIV 1

D.19 DEMOLISH (E) WALL FINISH DIV 1 D.20 DEMOLISH (E) ALL TOILET ACCESSORIES, TYP. DIV 1 D.21 DEMOLISH (E) WALL DIV 1 D.22 DEMOLISH (E) CEILING AND ALL FIXTURES ATTACHED TO IT DIV 1 D.23 DEMOLISH (E) LIGHT FIXTURE DIV 1 D.24 DEMOLISH (E) DOOR AND DOOR FRAME DIV 1 D.25 DEMOLISH (E) ACCESS PANEL DIV 1

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AWA Revit Keynotes-SVUSD-29 Garden Grove D.26 DEMOLISH (E) PART OF WALL, SEE PLAN FOR DIMENSIONS DIV 1 D.27 DEMOLISH (E) NON-COMPLIANT ADA SIGNAGE DIV 1 D.28 PORTION OF (E) CONCRETE SLAB TO BE SAWCUT & REMOVED FOR (N) PLUMBING LAYOUT

DIV 1 D.29 DEMOLISH (E) MARBLE SILL DIV 1 D.30 DEMOLISH (E)DOOR CLOSER AND PATCH DOOR TO MATCH (E) DIV 1 D.31 DEMOLISH (E) SUSPENDED WOOD CEILING JOISTS SYSTEM DIV 1 D.32 DEMOLISH (E) FLOOR DRAIN DIV 1 D.33 DEMOLISH (E) MECHANICAL GRILLE DIV 1 D.34 DEMOLISH (E) GALVANIZED STEEL PICKET FENCE DIV 1 D.35 DEMOLISH (E) CONCRETE CURB DIV 1

3.01 CONCRETE SLAB ON GRADE DIV 3 3.02 CONCRETE SIDEWALK PER CIVIL DRAWINGS DIV 3 3.03 CONCRETE STAIRS, SEE 1/AA5.02 DIV 3 3.04 CONCRETE RAMP WITH WOOD FINISH DIV 3 3.05 12" X 12" CONCRETE CURB DIV 3 3.06 6" CONCRETE CURB, PER CIVIL DWGS. DIV 3 3.07 PATCH CONCRETE SLAB TO MATCH (E) DIV 3

4.01 CONCRETE MASONRY UNIT TRASH ENCLOSURE DIV 4

5.01 GALVANIZED STEEL HANDRAIL DIV 5 5.02 GALVANIZED STEEL HANDRAIL EXTENSION DIV 5 5.03 GALVANIZED STEEL WING GUARD RAIL DIV 5 5.04 STEEL COLUMN DIV 5 5.05 6 3/4" WIDE STAGGERED ACOUSTIC METAL STUD WALL DIV 5 5.06 6'-0" HEIGHT GALVANIZED STEEL PICKET FENCE, SEE 5/AA5.01 DIV 5 5.07 4'-0" WIDE X 6'-0" HEIGHT GALVANIZED STEEL PICKET GATE, SEE 11/AA5.01 DIV

5 5.08 HSS 4" x 4" x 1/4" STEEL TUBE COLUMN DIV 5 5.09 6'-0" HEIGHT CODA ARCHITECTURAL OPUS 80 INFILL PANEL SCREEN, SEE 6/AA5.02 &

9/AA5.02 DIV 5 5.10 6'-0" HEIGHT CODA ARCHITECTURAL OPUS 80 INFILL PANEL ACCESSIBLE GATE, SEE

10/AA5.02 DIV 5 5.11 CODA ARCHITECTURAL OPUS 80 INFILL PANEL GATE, SEE 10/A5.01 DIV 5 5.12 6'-0" HEIGHT GALVANIZED STEEL PICKET DOUBLE GATE PER 9/AA5.01 DIV 5 5.13 RE-INSTALL (E) 6'-0" HEIGHT GALVANIZED STEEL PICKET FENCE DIV 5 5.14 RE-INSTALL (E) DOUBLE GATES DIV 5

6.01 WORK TABLE. SEE KITCHEN DRAWINGS DIV 6 6.02 COUNTER TOP. SEE KITCHEN DRAWINGS DIV 6 6.03 PREPARATION TABLE WITH SINK DIV 6 6.04 WOOD FRAMED STAIR DIV 6 6.05 WOOD FRAMED RAMP DIV 6 6.06 2 x 4 WOOD STUD WALL DIV 6 6.07 CEILING JOIST FRAMING DIV 6 6.08 2 x 4 WOOD STUD FURRED WALL DIV 6

7.01 ROOF EAVE DIV 7 7.02 22 GAGE STANDING SEAM ROOF (PER ICC-ES-2385) DIV 7 7.03 CANT STRIP DIV 7 7.04 20 GA. MIN. GUTTER DIV 7 7.05 16 GA. MIN. DOWNSPOUT DIV 7 7.06 4'-0" x 1'-0" RAIN SHIELD ABOVE DOOR DIV 7 7.07 FLOOR DRAIN DIV 7 7.08 PROVIDE FULL BATT INSULATION R-21 AND 1/2" RESILIENT CHANNELS AT 24" O.C.

DIV 7

8.01 ALUMINUM WINDOWS DIV 8 8.02 HOLLOW METAL DOOR FRAME DIV 8 8.03 INSULATED HOLLOW METAL STEEL DOOR DIV 8

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AWA Revit Keynotes-SVUSD-29 Garden Grove 8.04 SOLID CORE WOOD DOORS DIV 8 8.05 ALUMINUM STOREFRONT WITH SOLID DOOR DIV 8 8.06 THRESHOLD DIV 8 8.07 7'H x 4'W OPENING DIV 8 8.08 ALUMINUM STOREFRONT WITH OPERABLE WINDOWS DIV 8 8.09 INSULATED ROLLING DOOR BY CORNELL (THERMISER MAX MODEL NUMBER: ESD30). SEE

ELEVATIONS FOR DIMENSIONS DIV 8 8.10 SMOKESHIELD ROLLING COUNTER FIRE SHUTTER BY CORNELL (MODEL: ERC11) SEE

INTERIOR ELEVATIONS FOR DIMENSIONS DIV 8 8.11 ALUMINUM STOREFRONT DIV 8 8.12 ACCESS PANEL DIV 8 8.13 REPLACE (E) DOOR CLOSER WITH OVERHEAD DOOR HOLDER, 180° SWING, L.C.N. PAH 60

OR NORTON No.2 DIV 8

9.01 STUCCO EXTERIOR FINISH DIV 9 9.02 PORCELAIN TILE DIV 9 9.03 PORCELAIN TILE BASE DIV 9 9.04 GYPSUM BOARD DIV 9 9.05 RUBBER BASE DIV 9 9.06 FIBERGLASS REINFORCED PLASTIC (FRP) DIV 9 9.07 2' X 4' ARMSTRONG ACOUSTICAL TILE SQUARE TEGULAR CALLA# 2823. GRID 15/16"

PRELUDE XL, SEE 2/A-1.10 DIV 9 9.08 GYPSUM BOARD ON METAL STUD CEILING. SEE 3/A-6.00 DIV 9 9.09 STUCCO CONTROL JOINTS DIV 9 9.10 GYPSUM BOARD SOFFIT DIV 9 9.11 FR701 2100 GUILFORD ON MAINE ACOUSTICAL FABRIC INTEGRATED TO WALL STRUCTURE

DIV 9 9.12 RESILIENT MAPLE WOOD FLOORING DIV 9 9.13 2-1/2" WIDE CONTRASTING STRIP, CLEAR STAIN, FULL LENGTH OF LANDING DIV

9 9.14 3" x 4" VENTED RUBBER BASE DIV 9 9.15 QUARRY TILE DIV 9 9.16 QUARRY TILE COVE BASE DIV 9 9.17 MARMOLEUM MODULAR WITH TOPSHIELD BY FORBO DIV 9 9.18 2' x 4' ARMSTRONG CLEAN ROOM VL ACOUSTICAL CEILING TILE. GRID 15/16" PRELUDE

XL, SEE 2/A-1.10 DIV 9 9.19 25/32" STAINED MAPLE TREAD DIV 9 9.20 STAINED BIRCH VENEER RISER ON 3/4" PLYWOOD DIV 9 9.21 STAINED MAPLE FLOORING DIV 9 9.22 WOOD BASE DIV 9 9.23 GYPSUM BOARD CEILING DIV 9 9.24 PREP (E) WINDOW INTERIOR WOOD TRIM FOR RE-PAINT DIV 9 9.25 MARBLE SILL, SEE 5/AA5.04 DIV 9 9.26 STAINLESS STEEL WALL FLASHING. DIV 9

10.01 SIGNAGE, SEE AA7.01 DIV 10 10.02 UTILITY SHELF. SEE KITCHEN DRAWINGS. DIV 10 10.03 BABY CHANGING STATION DIV 10 10.04 TOILET PARTITION DIV 10 10.05 URINAL SCREEN DIV 10 10.06 CUBICLE CURTAIN TRACK SYSTEM DIV 10 10.07 POST-MOUNTED VISION SCREEN DIV 10 10.08 SHELVING. SEE KITCHEN DRAWINGS DIV 10 10.09 EMPLOYEE LOCKER. SEE KITCHEN DRAWINGS DIV 10 10.10 MOBILE PAN RACK. SEE KITCHEN DRAWINGS DIV 10 10.11 KITCHEN EQUIPMENT. SEE KITCHEN DRAWINGS DIV 10

12.01 BLINDS DIV 12 12.02 POLY KI INTELLECT WAVE SMALL CHAIR DIV 12 12.03 ARMLESS KI MATRIX STACKING CHAIR DIV 12 12.04 CAFETERIA TABLE - CONVERTIBLE BENCH DIV 12 12.05 OUTDOOR LUNCH TABLE SEATING DIV 12 12.06 KI STACKING DOLLY DIV 12

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AWA Revit Keynotes-SVUSD-29 Garden Grove 12.07 STEEL BOOKCASE SHELVING DIV 12 12.08 DIAPER CHANGING STATION (28"W x 48"L) DIV 12 12.09 THEATER CURTAINS DIV 12 12.10 PROJECTION SCREEN SEE TL1.1 DIV 12

21.01 FIRE EXTINGUISHER AND SIGNAGE DIV 21 21.02 FIRE SPRINKLER RISER LOCATION DIV 21 21.03 REDUCED PRESSURE DECTECTOR ASSEMBLIES WITH FIRE DEPARTMENT CONNECTION, SEE

CIVIL DWGS. DIV 21 21.04 REDUCED PRESSURE ZONE BACKFLOW PREVENTION ASSEMBLIES, SEE CIVIL DWGS. DIV

21 21.05 MANUAL PULL STATION, SEE EE501 DIV 21 21.06 WALL MOUNTED STROBE, SEE EE501 DIV 21 21.07 KITCHEN FIRE SUPRESSION SYSTEM. SEE KITCHEN DRAWINGS DIV 21

22.01 HI-LO DRINKING FOUNTAIN, HAWS 1501 DIV 22 22.02 ACCESSIBLE LAVATORY DIV 22 22.03 ACCESSIBLE URINAL DIV 22 22.04 ACCESSIBLE WATER CLOSET DIV 22 22.05 LAVATORY DIV 22 22.06 URINAL DIV 22 22.07 WATER CLOSET DIV 22 22.08 MOP SINK FAUCET. SEE KITCHEN DRAWINGS DIV 22 22.09 SINK DIV 22 22.10 FLOOR DRAIN DIV 22 22.11 3 COMPARTMENT SINK. SEE KITCHEN DRAWINGS DIV 22 22.12 HAND SINK W/SOAP AND TOWEL DISPENSER. SEE KITCHEN DRAWINGS DIV 22 22.13 ACCESSIBLE WATER CLOSET FOR CHILDREN DIV 22 22.14 ACCESSIBLE URINAL FOR CHILDREN DIV 22 22.15 ACCESSIBLE LAVATORY FOR CHILDREN DIV 22 22.16 LAVATORY FOR CHILDREN DIV 22 22.17 WATER CLOSET FOR CHILDREN DIV 22 22.18 URINAL FOR CHILDREN DIV 22 22.19 ACCESSIBLE DRINKING FOUNTAIN FOR CHILDREN, HAWS 1311 DIV 22 22.20 HYDRATION STATION, HAWS 2000S BRITA DIV 22 22.21 WATER HEATER. SEE PLUMBING DRAWINGS. DIV 22

23.01 MECHANICAL UNIT DIV 23 23.02 ROOFTOP HVAC UNIT DIV 23 23.03 AIR HANDLING UNIT. SEE MECHANICAL DRAWINGS DIV 23 23.04 WALL MOUNTED HEAT PUMP CONDENSER DIV 23 23.05 MECHANICAL GRILLE - SEE MECH DIV 23 23.06 AIR CURTAIN. SEE KITCHEN DRAWINGS DIV 23 23.07 EXHAUST KITCHEN HOOD, TYPE I. SEE KITCHEN DRAWINGS DIV 23

26.01 LIGHT FIXTURE DIV 26 26.02 SPOT LED FIXTURE SEE TL1.0 DIV 26 26.03 PAR LED FIXTURE SEE TL1.0 DIV 26

28.01 REMOVE & PROTECT (E) FIRE STROBE TO BE CLEANED & RE-USED IN PLACE DIV 28

28.02 REMOVE & PROTECT (E) SMOKE DETECTOR TO BE CLEANED & RE-USED IN PLACE DIV 28

28.03 REMOVE & PROTECT (E) MONITOR MODULE TO BE CLEANED & RE-USED IN PLACE DIV 28

32.01 CHAIN LINK FENCE, SEE 3/AA5.05 DIV 32 32.02 CHAIN LINK GATE DIV 32 32.03 LANDSCAPING DIV 32

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