25
Page 1 of 1 CITY OF EL CERRITO PUBLIC WORKS DEPARTMENT EL CERRITO SWIM CENTER LOCKER ROOMS / POOL EQUIPMENT ROOM UPGRADES AND RENOVATIONS CITY PROJECT NO. C3050.4 ADDENDUM NO. 1 November 1, 2017 TO: All Prospective Bidders The additions and/or deletions contained in this Addendum shall be made part of the plans and specifications, Special Provisions, and Contract Documents for the above described project, and shall be subject to all applicable requirements thereunder, as if originally shown and/or specified. Acknowledgement of this addendum is required on page P-2 of your proposal. The Contract Documents are revised as described in the Attachments. Yvetteh Ortiz, P.E. Public Works Director / City Engineer Attachments: Addendum No. 1 Written Narrative Addendum No. 1 Plans Addendum No. 1 Specification Sections

CITY OF EL CERRITO PUBLIC WORKS DEPARTMENT EL CERRITO …

  • Upload
    others

  • View
    2

  • Download
    0

Embed Size (px)

Citation preview

Page 1 of 1

CITY OF EL CERRITO PUBLIC WORKS DEPARTMENT

EL CERRITO SWIM CENTER

LOCKER ROOMS / POOL EQUIPMENT ROOM UPGRADES AND RENOVATIONS CITY PROJECT NO. C3050.4

ADDENDUM NO. 1

November 1, 2017

TO: All Prospective Bidders The additions and/or deletions contained in this Addendum shall be made part of the plans and specifications, Special Provisions, and Contract Documents for the above described project, and shall be subject to all applicable requirements thereunder, as if originally shown and/or specified. Acknowledgement of this addendum is required on page P-2 of your proposal. The Contract Documents are revised as described in the Attachments.

Yvetteh Ortiz, P.E. Public Works Director / City Engineer

Attachments:

Addendum No. 1 Written Narrative Addendum No. 1 Plans Addendum No. 1 Specification Sections

ADDENDUM

Addendum No. 1

Addendum No. (1)

November 1, 2017

To all bidders for furnishing all labor and materials necessary and requires for constructing: City of El Cerrito

El Cerrito Swim Center Locker Rooms / Pool Equipment Room - Upgrades and Renovations

7007 Moeser Lane El Cerrito, CA 94530

City Project Number C3050.4

This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated October 9, 2017 and Addendum No.1, dated November 1, 2017, as noted below. Acknowledge all addenda in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.

REVISIONS TO PRIOR ADDENDA:

1. Not Applicable – no previous addenda issued.

REVISIONS TO BIDDING REQUIREMENTS:

1. Notice to Bidders, Sheet I -2, paragraph 9; add a second sentence, “Lump Sum allowances described insection 012100 shall be included in the contractor’s schedule of values”.

2. Proposal Bid Sheet, Sheet P-1, Bid Additive Alternate Number One; Delete period at end of first sentenceand add, ”,details 9 & 17 on sheet A-500, and details 1 & 2 on sheet S-113. Also reference SpecificationsSection 075216 “.

REVISIONS TO CONDITIONS OF THE CONTRACT:

1. None.

REVISIONS TO SPECIFICATIONS:

1. Section 000110 – Table of Contents;a. Page 1; Insert “Section 012100 – Allowances'''''''.1 – 2”, after “Section 012000”.b. Page 2; Section 083323, delete this line item in its entirety.c. Page 2; Division 23; insert “Reference Section 15772'''..1 – 4”, above “Refer to Drawings”.

2. Add New Specification “Section 012100 – Allowances”.

3. Section 013000 – Administrative Requirements, Article 1.5 PROGRESS MEETINGS, – Paragraph A;Replace “bi-monthly” with “weekly”.

4. Section 083323 – Overhead Coiling Doors; Delete section in its entirety.

5. Section 081500 – Plastic Doors;

a. Article 2.1 MANUFACTURERS AND PRODUCTS – Paragraph A.1,i. At item a; Replace “SL-17” with “AF-100 smooth protruded all fiberglass door”.ii. At item b; Replace “SL-260” with “AF-150”.

El Cerrito Swim Center Addendum No.1 November 1st, 2017 Page 2 of 4

Addendum No. 1

b. Article 2.2 FIBERGLASS REINFORCED PLASTIC (FRP) FLUSH DOORS, NON-RATED –Paragraph A,

i. Item 1; shall be replaced by requirements of attached supplementary basis-of-designinformation, as required to achieve an all FRP finish, with no exposed aluminum parts.

ii. Item 2; rails and stiles materials as required by attached basis-of-design supplementaryinformation.

iii. Item 3; Edge Capping; change aluminum to “FRP”.iv. Item 6; Vision Lites and Louvers; change aluminum to “FRP”.

c. Article 2.3 TUBULAR ALUMINUM DOORS FRAMES; Revise to read “FIBERGLASS FRAMING”:i. Paragraph A; Delete “Tubular”, and replace with, “Fiberglass”.

1. Size; Insert the word “nominal” before dimensions given.2. Material; Replace Aluminum with ”Fiberglass” (see basis-of-design attachment for

more information).3. Perimeter Frame Members; Replace this paragraph with requirements of the basis-

of-design product information attached to this addendum.

d. Article 2.4 MATERIALS AND ACCESSORIES; Requirements of items A, B, C, F, and G shall besuperseded by requirements of basis-of-design product information attached to this addendum.

6. Section 087100 – Door Hardware;

a. Article 2.9 KEY SYSTEMS (CYLINDERS, CORES, AND KEYS) – Paragraph C:i. Item 1a; Delete “TBD”, and replace with, “Existing building site standard, no substitutions,

Schlage Primus Level 3”.ii. Item 2a; Delete “TBD”, and replace with, “Primus Level 3 Patented Series”.

b. Article 3.6 HARDWARE SCHEDULE – Paragraph D.3;i. Hardware Group/Set #101:

1. Replace Deadboldt line item as follows:

2. At Permanent Core; replace “TBD” with “See Section 087100 Keying”.ii. Hardware Group/set #102:

1. At Permanent Core; replace “TBD” with “See Section 087100 Keying”.iii. Insert attached Hardware Group/set #103 before End of Section.

7. Section 096723 – Resinous Flooring;

a. Article 1.4 SUBMITTALS – Paragraph D, item 1, delete “12 inches x 12 inches” and replace with,“48 inches x 48 inches”.

b. Article 1.8 WARRANTY – Paragraph A, delete “one year from date of installation”, and replace with,“ten years from date of substantial completion”.

8. Cover Page, Division 23 – Heating Venting, and Air-Conditioning; add, “and following Reference Section15772”.

9. Insert “Reference Section 15772 – Radiant Heat Flooring” behind Division 23 cover sheet.

El Cerrito Swim Center Addendum No.1 November 1st, 2017 Page 3 of 4

Addendum No. 1

REVISIONS TO DRAWINGS:

1. Sheet G-001, Cover Sheet, Project Data, Project Data; Total Occupant Load has been revised to reflect onlythe total occupant load of the project, which only include the Men’s and Women’s locker rooms.

2. Sheet AS101, Existing Site Plan:

a. General Notes; add general Note “1. Any dumpster in the public right of way shall be from East BaySanitary Curbside Garbage Collection.”

b. Floor Plan Legend; Accessible Path of Travel is defined as, “48” clear width, maximum 5% runningslope and max 2% cross slope per CBC 11B-403”.

c. Existing Site Plan 1;i. The scope of work is clarified and revised where indicated to provide compliant parking in

accordance with CBC 11B-502.ii. Sheet Keynotes #9 added to show location of Occupant Load Sign.

d. Add Site Plan 2; new plan clarifies parking requirements as in accordance with CBC 11B.

3. Sheet A-111, Enlarged Floor Plans; refer to several clouded and referenced as “delta 1” for areas identifyingmiscellaneous changes to notes and plans on this sheet.

4. Sheet A - 211, Exterior Elevation & Schedule; add in right hand margin below Sheet Keynotes, “GeneralNotes, 1. Power wash all existing exterior walls before substantial completion of project is issued”.

5. Sheet A-500, Details;

a. Delete details 14, 15, 16, 18, 19, and 20 in their entirety.b. Details 10 and 11 revised to include “door on exterior side where occurs”, and Door Jambs are,

“FRP 2 Casing”.

6. Sheet A-582, Details – Accessibility; Detail 11 – Detectable Warnings has been revised.

7. Sheet A-521, Schedules / Diagram – Doors;a. Door Schedule, at Frames, Material columns; change all to “FRP”.b. Door Schedule, at Doors and Frames Finish columns; change all to “PU”, which is identified now in

legend as, “two-part polyurethane coating”.c. Door Schedule, door no. 134;

i. Revise width from 5’-4” to, “pair 3’-4” x 1’-8”.”ii. Revise material from aluminum to, “FRP”.iii. Revise head detail to “10/A-500 similar”.iv. Revise jamb detail to “11/A-500 similar”.v. Revise door type from “D01” to “DD2”.

d. Door Schedule, door no. 135;i. Revise width from 6’-0” to, “pair 4’-0” x 1’-8”.”ii. Revise material from aluminum to, “FRP”.iii. Revise head detail to “10/A-500 similar”.iv. Revise jamb detail to “11/A-500 similar”.v. Revise door type from “D01” to “DD2”.

e. Door Types; Door Type D01 is revised to “DD2”, to show a pair of swing hinge doors with louvers.

8. Sheet S-011, Structural Testing and Inspection; Delete this section in its entirety.

9. Sheet P-112, Enlarged Plumbing Demolition Floor Plan – Chemical Rooms, Detail 1, Demolition SheetNotes; Delete sheet note #1 in its entirety and replace with:

El Cerrito Swim Center Addendum No.1 November 1st, 2017 Page 4 of 4

Addendum No. 1

“Room 134: Empty Chlorine Tank and coordinate Chlorine Liquid removal with Knorr Systems (925) 273-0722. Remove Chlorine Tank, Tank Straps, and all connected piping, components and tubing. Securely store Chlorine Tank, Tank Straps, Piping, and all components for re-use.

Room 135: Empty Acid Tank and coordinate Acid Liquid Removal with Knorr Systems (925) 273-0722. Remove Acid Tank, and discard Tank and straps per local Environmental Health Department requirements. Remove and securely store all connected piping, components, and tubing for re-use in

new 350-gallon tank.”

10. Sheet P-112, Enlarged Plumbing Demolition Floor Plan – Chemical Rooms, Detail 2, Demolition Sheet Notes; Delete sheet note #1 in its entirety and replace with:

“Room 134: Clean and re-install Chlorine Tanks, Tank Straps, Piping, and tubing. Seal all tubing and piping connections air tight.

Room 135: Install new 350 gallon Acid Tank (provided by Owner), new straps, and all existing piping, components, and tubing. Seal all tubing and piping connections airtight.”

11. Sheet P0.1, Plumbing Legend, Notes, and Schedules, a. Swimming Pool Equipment Schedule, Tank T-1; Revise gallons to read, “350 gallons”, (all other

accessories remain the same). b. Plumbing Fixture Specification Schedule & Connection Schedule, Symbol SH-1, at column for

fixture manufacturer and model no.; revise to read, “Acorn Model 700HC-7-4-2-B11-F-K-ZZ-BS Column Shower 4 heads”, (see cut sheet attached to this addendum for more information).

12. Sheet M-112, Enlarged Mechanical Floor Plan - Detail 2; At column Line 16, existing boiler flues, revise

detail reference from “2/M0.2” to: “2/M0.1”.

13. Sheet M0.1, Legend, Notes, and Details; Revise detail 2/ M0.2 per the attached Detail 2/M0.2 and add Detail 3/M0.1.

END OF ADDENDUM

Lionakis No. 016336 01 21 00 November 1, 2017 Allowances Page 1

SECTION 01 21 00

ALLOWANCES COORDINATE WITH BID PROPOSAL FORM

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Cash Allowances.

B. Submission procedures.

1.2 RELATED SECTIONS

A. Section 09 30 00 – Tiling.

B. Section 09 65 00 – Resilient Flooring.

C. Reference Section 15772 – Radiant Heat Flooring.

1.3 REQUIREMENTS

A. The purpose of cash allowances is intended to provide adequate budget and bonding to cover cost of items not precisely determined by Owner prior to bidding. Allow with the Contract Sum the amounts described in this Section.

B. Costs Included in Cash Allowances: Cost of product to Contractor or subcontractor, less applicable trade discounts; delivery to site and applicable taxes.

C. Costs Not Included in Cash Allowances but included in the Contract Sum: Product handling at the site, including unloading, uncrating, and storage; protection of products from elements and from damage; labor for installation, and finishing; and all accessories necessary to complete the job not listed in the description of the allowance.

D. Architect Responsibilities:

1. Consult with Contractor for consideration and selection of products.

2. Select products and estimate cost of repairs in consultation with Owner and transmit decision to Contractor.

3. Prepare Change Order, Construction Change Directive, or Architect’s Supplementary Instruction, if necessary.

E. Contractor Responsibilities:

1. Assist Architect in selection of products, suppliers and installers.

2. Present cost proposals from three suppliers and installers and offer recommendations.

3. On notification of selection by Architect, Owner will execute purchase agreement with designated supplier.

4. Promptly inspect products upon delivery for completeness, damage and defects. Submit requests for transportation damage.

5. Determine the quantity of product or material required to complete the job.

01 21 00 Lionakis No. 016336 Allowances November 1, 2017 Page 2

F. Product descriptions given in the specific specification Sections and listed below are given for reference to describe the type of product that may be selected.

1.4 ALLOWANCE SCHEDULE

A. Section 09 30 00, Ceramic Wall Tile; Grout joint repair – Include cost per square foot for re-grout of all existing wall tile area in need of repair (that are otherwise not called out to be removed) when submitting repair proposal. Allowance total for project is $7,500.

B. Reference Section 15772, Radiant Heat Flooring; include a per reconnection cost when submitting repair proposal. Cost should be for labor to make reconnection, tubing material, and testing. Allowance total for project is $10,000.

1.5 VERIFICATION OF QUANTITIES

A. Contractor will submit a list of quantities estimated for each unit price towards allowances listed above at the time of submittal, for the schedule of values. This does not relieve Contractor of responsibility for all quantities and takeoffs.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

El Cerrito Swim Center - Addendum No. 1Use clouded information for bidding purposes in lieuof Spec section 08 15 00, Articles 2.2, 2.3, and 2.4.

Hardware is specified under section 08 71 00.

Basis of Design for FRP Framesand Doors - Specification Section081500 - El Cerrito Swim Center

see DoorSchedule

08 71 00 Lionakis No. 016336 Door Hardware May 26, 2017 Page 20

required (type/quantity as required by locking device)1 Ea. Permanent Core 20-740 626 SC NOTE 1: For doors/openings assigned this hardware group/set, the cylinder is for unit-type pricing. At each opening assigned this hardware group/set, provide final keying as required per locking and/or key control devices (examples include but are not limited to Coiling Door locking devices and/or control switches that activate or control the on/off switches). NOTE 2: Furnish all devices & components for hardware groups/set above in accordance with Contract Documents (including but not limited to notes below, additional hardware devices requirements in the above specification language, architectural plans & full specification documents).

Hardware Group/Set #104 2 Ea. Continuous Hinge FM300 630 MA 2 Ea. Manual Flush Bolts 3917 626/

630 TR

1 Ea. Dust Proof Strike #3911 626 TR 1 Ea. Storeroom-Type Lock L9080T X 17A 630 SC 1 Ea. Permanent Core 20-740 (see Section 08 71 00 keying) 626 SC 2 Ea. Overhead Stops 9ADJ (-326 or size as required per door width x

90 degree hold-open/stop position) 630 TR

1 Ea. Weatherstripping Provide seals at head & jambs: - If frame is hollow metal, furnish S88D seals (head &

jambs) by Pemko or approved seal manufacturer. - If frame is aluminum, then seals are to be furnished by

aluminum frame manufacturer 2 Ea. Sweep 315CN (installed on pull side of doors) by Pemko or

approved manufacturer. 1 Ea. Astragal 355CS by Pemko or approved manufacturer. NOTE 1: Egress door application (free egress at all times). NOTE 2: Furnish and install all devices and components for hardware groups/set above in accordance with Contract Documents (including but not limited to additional hardware devices required in specifications language above, architectural plans and full specification documents).

END OF SECTION

El Cerrito Swim Center RADIANT HEATING PIPING NTD# 2001-0155 15772 - 1

SECTION 15772 - RADIANT HEATING PIPING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes radiant heating piping, including pipes, manifolds, fittings, and piping specialties.

B. See Division 15 Section "Hydronic Piping" for pipes and connections to hydronic systems.

1.2 SUBMITTALS

A. Product Data: Radiant heating piping specialties, including rated capacities and water flow and pressure drops of selected models.

B. Shop Drawings: Show piping layout and details drawn to scale, including valves, manifolds, controls, and support assemblies and their attachments to the building structure.

C. Operation and maintenance data.

1.3 COORDINATION

A. Coordinate layout and installation of radiant heating piping and suspension system with building and structural components.

B. Coordinate size and location of access panels to allow access to manifolds concealed in ceilings, walls, and floors.

C. Coordinate thickening of slabs where required for adequate encasement of radiant heating piping components.

D. Revise locations and elevations from those indicated as required to suit field conditions and ensure integrity of piping and as approved by Architect.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Distribution Manifolds:

a. Watts Radiant

b. Heatlink USA Inc.

c. Heatway, Inc.

d. Hume Snow Melting Systems, Inc.

Reference for Allowance Item B

El Cerrito Swim Center RADIANT HEATING PIPING NTD# 2001-0155 15772 - 2

e. Infloor Heating Systems.

f. Rehau Inc.

g. Tekmar Control Systems, Ltd.

h. Vanguard Plastics, Inc.

i. Wirsbo Co.

2. Mixing Valves:

a. Watts Radiant

b. Heatlink USA Inc.

c. Infloor Heating Systems.

d. Rehau Inc.

e. Wirsbo Co.

3. Controls:

a. Watts Radiant

b. Heatlink USA Inc.

c. Hume Snow Melting Systems, Inc.

d. Infloor Heating Systems.

e. Tekmar Control Systems, Ltd.

f. Wirsbo Co.

4. Thermostats:

a. Watts Radiant

b. Heatlink USA Inc.

c. Infloor Heating Systems.

d. Rehau Inc.

e. Tekmar Control Systems, Ltd.

f. Wirsbo Co.

El Cerrito Swim Center RADIANT HEATING PIPING NTD# 2001-0155 15772 - 3

2.2 HEAT-TRANSFER PIPES AND FITTINGS

A. PE Plastic: ASTM D 2239, SIDR-11.5 for service at 30 psig (210 kPa) and 140 deg F (60 deg C).

1. Fittings: ASTM F 1807, copper with stainless-steel clamps.

B. PEX Plastic: ASTM F 876.

1. Fittings: ASTM F 1807, [copper or brass compression] [copper crimping] type.

C. Single-Tube Rubber Hose: Braided-fiber-reinforced, EPDM elastomeric with extra carbon steel with high-temperature, oxygen-barrier cover; for service at 100 psig (690 kPa) and 210 deg F (99 deg C).

1. Fittings: ASTM F 1807, copper with stainless-steel crimps or clamps.

2.3 PIPING SPECIALTIES

A. Radiant-Pipe Mounting Tracks: Aluminum, with pipe supports permitting pipe spacing at [2-inch (50-mm)] <Insert spacing> intervals.

2.4 RADIANT HEATING SPECIALTIES

A. Distribution Manifolds: Brass modular design with three mixing valve, main shutoff and balancing valves with thermometers, zone shutoff and balancing valves with flow meter, and identification plate.

1. Mixing Valves: 125 psig (862 kPa), 230 deg F (110 deg C) maximum operating pressure and temperature, brass or cast-bronze body, EPDM seals, and threaded connections.

2. Identification Plate: Valve plate shall identify room served and loop number.

3. If more than one loop serves a room, provide identification plates on manifolds to identify rooms served.

2.5 CONTROLS

A. Thermostats: 32 to 160 deg F (0 to 71 deg C), 3 position, 24 V for day and night setback and clock program.

B. Radiant Heating Control Sequence: Flow-through radiant heating piping is modulated to satisfy space thermostat.

PART 3 - EXECUTION

3.1 HEAT-TRANSFER PIPING INSTALLATION

A. Install piping downstream from manifolds without joints.

B. Secure piping in concrete floors by attaching pipes to concrete reinforcement using plastic tie straps.

El Cerrito Swim Center RADIANT HEATING PIPING NTD# 2001-0155 15772 - 4

1. Install a sleeve of foam-type insulation around tubing and extending for a minimum of 6 inches (75 mm) on each side of the slab penetration to protect the tubing passing through expansion joints.

C. Install manifolds in accessible locations.

D. Fill system with 30 percent of ethylene glycol-to-water solution.

3.2 FIELD QUALITY CONTROL

A. Test Preparation:

1. Temporarily restrain expansion joints so they are not damaged due to test pressure. If temporary restraints are impractical, isolate expansion joints from testing.

2. Flush with clean water, and clean strainers.

3. Install relief valve set at a pressure no more than one-third higher than test pressure.

B. Tests:

1. Subject piping to hydrostatic test pressure that is not less than 1.5 times the design pressure but not more than 100 psig (690 kPa).

2. After hydrostatic test pressure has been applied, examine piping, joints, and connections for leakage. Eliminate leaks by tightening, repairing, or replacing components, and repeat hydrostatic test until there are no leaks.

3. Prepare a written report of testing.

END OF SECTION 15772

Acorn Engineering Co. • 15125 Proctor Ave. • P.O. Box 3527 • City of Industry, CA 91744-0527 U.S.A.

Tel: (800)488-8999 • (626) 336-4561 • (626) 961-2200 • www.acorneng.com • E-mail: [email protected]

Page 1

Fixture May Show Some Available Options

Handicap Capital Column Showers Two to Six Station Models - Non ADA Compliant

Handicap Capital Column Showers Two to Six Station Models - Non ADA CompliantColumn Shower is heavy gage, type 304 stainless steel with satin finish. Column showers are completely pre-piped to the valve, showerhead, and optional soap system. All Column Showers are hydrostatically tested to 150 PSI.

Handicap Station is located at Station #1 and includes a lever handle diverter valve for hand shower and fixed upper head. Hand shower includes 60" long stainless steel hose and mounting bracket. Diverter valve is located at 48" above the floor (6'-0" discharge). Handicap station includes welded vertical 24" grab bar. Shower does not conform with ADA Accessibility Guidelines.

Showerheads are solid brass, triple chrome-plated and include a 2.2 GPM flow restrictor (not available in California, see Showerhead Options for alternate choices). The Acorn Logan Wizard Showerhead design provides self-cleaning with every use, and has an adjustable spray pattern from a coarse stream to a fine mist.

Bronze Manifolds and valve bodies are used for long life and maximum corrosion protection in all Column Showers. Fittings for connecting to 3/4" NCT inlets are furnished by others.

Control Valve type is indicated by selected Capital model number. All valves have replaceable cartridges, which contain all wearing parts and are serviced from the face of the shower for easy maintenance. Valve is tamper-resistant with an easy to close mechanism and low leverage handle to protect the operating parts from excessive torque. Control valve at handicap station includes lever handle when applicable. Note: Air-Control and Electronic Valves (-MVC, -EVS) must be located remotely or positioned above unit within -SC Supply Cover. Refer to appropriate factory installation detail for additional information.

Circular Soap Tray is furnished standard, except when Diana compartments are used. Built-in Liquid Soap is optional.

Drain Base is cast iron with a rust preventative coating, and provides a secure mounting for the column. If a separate or area drain is to be utilized, an Acorn drain base may be installed to provide column anchoring only or column may be mounted directly to floor. Option -LD Less Drain Slots is recommended on these types of installations.

Fasteners. Acorn furnishes all exposed tamper-resistant fasteners necessary to complete the on-site shower assembly installation; however, supply cover ceiling fasteners are not furnished.

GUIDE SPECIFICATION

Provide and install Acorn Handicap Capital Column Showers (specify model number and options). Column shall be 16 gage, type 304 stainless steel with satin finish. Column shall be factory pre-piped and hydrostatically tested to 150 PSI. Drain base shall be heavy cast iron with a rust preventative coating. Provide handicap station complete with diverter valve, fixed upper head, handshower and vertical grab bar. Showerhead discharge height shall be (specify). Shower shall be provided with the following optional equipment: (example -GG Unit Shutoff Valve). Installation shall be made in accordance with manufacturer's recommendations and details.

S.700HC

® Shower-Ware 700HC Series

745-HC-B21-LD

Please visit www.acorneng.com for most current specifications.

Revised: 08/09/17

RLingo
Text Box
SH-1

Acorn Engineering Co. • 15125 Proctor Ave. • P.O. Box 3527 • City of Industry, CA 91744-0527 U.S.A.

Tel: (800)488-8999 • (626) 336-4561 • (626) 961-2200 • www.acorneng.com • E-mail: [email protected]

Page 2

Selection Summary

Model No. & Option___________________________

Quantity____________________________________

Approved for Manufacturing

Company__________________Title______________

Signature_________________ Date______________

Important: Installation instructions and current rough-in are furnished with each fixture. Do not rough in without certified dimensions.Dimensions are subject to manufacturer’s tolerance of plus or minus 1/4" and change without notice. Acorn assumes no responsibility for use of void or superseded data. © Copyright 2006 Acorn Engineering Company

S.700HC Revised: 08/09/17

®Shower-Ware : 700HC Handicap Capital Column Showers - Non ADA Compliant

MODEL# 745HC-B11

Handicap Station with Optional

Handicap Station Diverter Valve

Handicap Station Hand Shower

Fixed Conventional Showerhead

NOTES:

Canopy Control Handle shown

Optional B-11 Drain Base w/

Stainless Steel Grab Bar

Optional -SC Supply Cover

MODEL# 745HC-T21-SC

4-

3-

2-

1-

6-

9-

10-

5-

Dome Grate Shown

Flo-Cloz Valve & Lever Handle

with Lever Handle

Shown

Access Cover7-

Circular Soap Tray (Not Available8-

with Diana Privacy Compartments)

with 60" Flex Hose

1

2

3

5

4

8

7 6

9

10

9

8

7

312"

(89)

718"

(181)

24"(610)

48"(1219)

OR LESS

Acorn Engineering Co. • 15125 Proctor Ave. • P.O. Box 3527 • City of Industry, CA 91744-0527 U.S.A.

Tel: (800)488-8999 • (626) 336-4561 • (626) 961-2200 • www.acorneng.com • E-mail: [email protected]

Page 3

Selection Summary

Model No. & Option___________________________

Quantity____________________________________

Approved for Manufacturing

Company__________________Title______________

Signature_________________ Date______________

Important: Installation instructions and current rough-in are furnished with each fixture. Do not rough in without certified dimensions.Dimensions are subject to manufacturer’s tolerance of plus or minus 1/4" and change without notice. Acorn assumes no responsibility for use of void or superseded data. © Copyright 2006 Acorn Engineering Company

S.700HC

®Shower-Ware : 700HC Handicap Capital Column Showers - Non ADA Compliant

Showerhead Discharge Height (Not Part of Model Number)o 6'-0" o 5'-6" o 5'-0" o Other (Specify) __________

MODEL NUMBER AND OPTIONS SELECTION

SERIES (Must Specify)-7 Handicap Capital

NUMBER OF STATIONS (Must Specify)o 2 o 3 o 4 o 5 o 6

VALVE (Must Specify)-0 Electronic Valves, Single Temp. Metering

(Requires -SC Supply Cover or -VC Valve Cover)-5 Flo-Cloz, Single Temperature-6 Air-Control, Single Temperature Metering

(Requires -SC Supply Cover or -VC Valve Cover)

ELECTRONIC VALVE SELECTION Master-Trol (Electronic)

-EVS1 Single Temp o -EVSP1 Single Temp, Piezo Button

Master-Trol PLUS (Electronic)

-MTP1 Single Temp o -MTPP1 Single Temp, Piezo Button

Time-Trol (Electronic)

-MVC1 Single Temp

Programmable (Electronic) w/9VDC Plug-In Transformer -PPZ1 Single Temp Programmable Piezo Button

SUPPLY BUILD (Must Specify) Supply

Top Supply

OPTIONAL DRAIN TYPE For Bottom Supply:

B11 B15 B21 B25

For Top Supply:T11 T15 T21 T25

o

o

o o

o

o

o

o

o Bottomo

o o o o

o o o o

o -2 Safti-Trol, H & C Pressure Balancing

®

®

®

3

Please visit for most current specifications.www.acorneng.com

Revised: 08/09/17

VALVE OPTIONS o -CI Cycle Interrupt for Time-Trol Valves

-GG Unit Shutoff Valve -LVR Lever Handle (-5 Valve)

o -TF Transformer, 120VAC to 24VAC (-MVC option only)

SHOWERHEAD OPTIONS o -F Flow Control

o 1.4 GPM o 1.6 GPM o 2.0 GPM (Not Available in California)

o -H Hand Volume Control o -K Allen Key Volume Control o -MSH Multi-Stream Showerhead o -P Penal Showerhead

-QD Quick Disconnect for Hand Showero -PSO Positive Shut-Off

o -Y Universal Ball Jointo -YY Lockable Universal Ball Jointo -Z Up-Down Ball Jointo -ZZ Lockable Up-Down Ball Joint

DRAIN OPTIONS-BDA Bradley Drain Adapter -FO 4" No-Hub Waste Outlet (B11, T11 drains) -IC 3" Inside Caulk Waste -LD Less Drain Slots (with B21 & T21 only) -TC Thermostatic Controller

(Available With Vent Off Drain Style Only)

PRODUCT OPTIONS-BS Built-in Liquid Soap System-CA Ceiling Anchor Plate for Supply Cover-CF Adjustable Column Flange -DS Diana Circular Privacy (See Diana Privacy Tab)-EG Enviro-Glaze Color, Specify ______________ -FS Foot Shower at One Station, Specify

Station # o 1 o 2 o 3 o 4 o 5 o 6 -LGB Less Grab Bar

o -MS Modular Privacy Compartments (See Diana Privacy Tab)

o -RD Recessed Soap Dish -SC Supply Cover, Ceiling Height __________

(Air-Control/Electronic Valves - Bottom Supply)-VC Valve Cover to Conceal Optional Air Control /

Electronic Valve &/or Thermostatic Controllerwith Bottom Supply (108” Min Ceiling Height)

o o

o

o o o o o

o o o o o o

o

o

o

Get Started www.mgispecbuilder.comConfigure products and create specs with ease.

RLingo
Typewritten Text
X
RLingo
Typewritten Text
X
RLingo
Typewritten Text
X
RLingo
Typewritten Text
X
RLingo
Typewritten Text
X
RLingo
Typewritten Text
X
RLingo
Typewritten Text
X
RLingo
Typewritten Text
X
RLingo
Typewritten Text
X

5

A

6 7 8 9 10 11

D

4

4

66

7

7

7

10 10

ø 60" C

LEAR

ø 60"

CLEAR

1616

1

A-211

ø 60"

CLEAR

5

5 5

1919

20.1

20

48" MIN 30" MIN

7'-3"

ø 60" C

LEAR21

21

16

18

4'-2"

2222

17

17

17

17

17

17

17

1717

17

22

ø 60" C

LEAR

20.1

19

4'-0" MIN 30" MIN

7'-0"

23

18

WOMEN'S LOCKER

ROOM

MEN'S LOCKER

ROOM

MECHANICALROOM

15 15

127119

125

119

HALLWAY 127

HALLWAY

125

FAMILY

2'-8" CLR

9'-6"4'-0"

25

25

25

21

3'-0

" M

IN

EQEQ

21.121.121.121.121.1

22

21

21.121.1

21

21

21.121.1

21.121.121.121.121.1

21.1

25

25

27 27

RIDGE

RID

GE

RIDGE

RID

GE

RID

GE

RID

GE

RID

GE

RID

GE

RIDGE

RID

GE

RID

GE

RIDGE

RIDGE

RID

GE

RID

GE

RID

GE

RIDGE

RID

GE R

IDG

E

RID

GE

RID

GE

RIDGE

(E) TWO TIER LOCKERS(E) TWO TIER LOCKERS

25

15

(E) LAV

(E) LAV

28 TYP OF 10

28 TYP OF 10

28

19

1'-0"26

16

ø 60" C

LEAR

ø 6

0" C

LE

AR ø 6

0" CLEAR

ø 60" C

LEAR

S9

4'-0"

2'-6

"

4 7

4 7

16

5'-1"

5'-0

"

1'-9" 2'-6"

30 30

11

ACCESSIBLE LOCKERS

5% MIN LOCKERS REQUIRED TO BE ACCESSIBLE PER CBC 11B-225.2.1

WOMEN'S LOCKER ROOMTOTAL NUMBER OF LOCKERS 50

TOTAL NUMBER IF ACCESSIBLE WOMEN'S LOCKERS 3 (6%)

MEN'S LOCKER ROOM TOTAL NUMBER OF LOCKERS 54

TOTAL NUMBER OF ACCESSIBLE MEN'S LOCKERS 3 (5%)

1

CLE

AR

1'-6

" M

IN

CLE

AR

1'- 6

" M

IN

CLE

AR

1'-6

" M

IN

CLE

AR

1'-6

" M

IN

60"X60" LANDING EITHERSIDE OF DOOR MAY SLOPE2.08% MAX EA DIRECTION.TYPICAL ALL THREE DOORS

1

1'-0 1/2"

6" TYP2'-0"

6"

TY

P

TY

P

2'-3"

MA

X2

'-6

"

11

A

D

12 13 14 15 16

MECHANICAL DUCTTHIS AREA

134

CHEM

135

CHEM

135134134

1515

1

FLOOR PLAN LEGEND

-BEAD BLAST EXISTING CONRETE AREA

- HOOK @ 5' AFF

- HOOK @ 3' AFF

- NEW ELECTRICAL OUTLET (DUPLEX)

- AREAS NOT IN CONTRACT

GENERAL SHEET NOTES

1. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFYTHE AOR OF CONFLICTS OR EXISTING CONDITIONS THAT WILL INTERFERE WITH INSTALLATION OFWORK AS SHOWN ON THESE DOCUMENTS.

1. DO NOT CLOSE OR OBSTRUCT EGRESS WIDTH TO EXITS.2. DO NOT DISTURB OR DISRUPT BUILDING FIRE OR LIFE SAFETY SYSTEMS WITHOUT 3 DAY PRIOR

WRITTEN NOTICE TO OWNER.3. ERECT AND MAINTAIN BARRIERS OR PARTITIONS TO PREVENT SPREAD OF DUST, ODORS, & NOISE TO

ADJOINING OCCUPIED SPACES. BARRIERS OR PARTITIONS SHALL BE INSTALLED PRIOR TODEMOLITION OF EXISTING WORK OR INSTALLATION OF ANY NEW WORK.

4. PROTECT EXISTING MATERIALS AND FINISHES THAT ARE NOT REQUIRED TO BE DEMOLISHED.REPAIR,PATCH AND REPLACE ANY DAMAGED MATERIALS TO MATCH NEW & EXISTING CONDITIONS.

5. DEMOLISH IN AN ORDERLY MANNER, PROTECT EXISTING SUPPORTING STRUCTURAL MEMBERS.6. REPAIR ANY AND ALL DAMAGED TILES IN THE FAMILY ROOM AND LOCKER ROOMS TO MATCH

EXISTING.7. REFER TO STRUCTURAL, MECHANICAL & ELECTRICAL FOR NEW AND DEMOLITION SCOPE OF WORK.

NORTHPLAN

A B

1 2 3 4 5

D

C

B

A

SHEET

TITLE

AGENCY

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2015

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

ALE

AC

CO

RD

ING

LY

01/4

"1/2

"1"

2"

KEY PLAN

CLIENT

11/1

/2017 4

:58:2

7 P

MC

:\U

sers

\georg

e.w

illia

ms\D

ocum

ents

\016336_B

IM_A

-MA

ST

ER

_R

16_C

EN

TR

AL_georg

e.w

illia

ms.r

vt

A-111

ENLARGEDFLOOR PLANS

016336

C3050.4

CITY OF EL CERRITO

EL CERRITO SWIM CENTERLOCKER ROOMS / POOL

EQUIPMENT ROOMUPGRADES & RENOVATION

7007 MOESER LANEEL CERRITO, CA 94530

10890 SAN PABLO AVE, EL CERRITO CA

SCALE 1/4" = 1'-0"2ENLARGED LOCKER ROOM

SCALE 1/4" = 1'-0"1ENLARGED POOL ROOM

SHEET KEYNOTES

4 GRIND SURFACE OF EXISTING FLOOR TILE TO REMOVE GLAZE. REGRADE THE ENTIRE FLOOR WITHMORTAR BED IN THE MEN'S AND WOWEN'S LOCKER ROOMS WITH 2% MAXIMUM SLOPE IN ANYDIRECTION TO DIRECT WATER TOWARDS DRAINS PER DETAIL 10/A-572. MAINTAIN THE LOCATIONAND ELEVATION OF THE (E) RIDGES. INSTALL EPOXY FLOORING PER MANUFACTURER'SRECOMMENDATION.

5 ACCESSIBLE SHOWER SEAT PER DETAIL 12/A-581, 15/A-581, 16/A-581, BOBRICK B-918116 SERIES.

6 INSTALL SHOWER TOWERS; CONTROLS SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC11B-608.5.2.

7 REPAIR SUBSTRATE, WATER BARRIER,GROUT AND WALL TILE TO MATCH EXISTING AT ALLLOCATIONS WITH DAMAGED TILES.

10 WALL TILE ASSEMBLY PER SPECIFICATIONS.

15 FRP DOOR FRAME. PROVIDE DOOR HARDWARE PER SPECIFICATIONS.

16 INSTALL LAVATORY. PROVIDE 2X6 BACKING FOR ANCHORAGE. SEE NOTE 8 ON SHEET P-111.

17 TRENCH DRAINS AND COVER: INSTALL TRENCH DRAIN AND COVER FLUSH WITH RESINOUSFLOORING. SEE DETAIL 12/A-500.

18 REPLACE DAMAGED WOOD STUDS AS NECESSARY. PROVIDE BLOCKING BETWEEN STUDS FORSUPPORT OF ACCESSIBLE SHOWER SEAT (DETAIL 16/A-581) AND GRAB BARS. INSTALL 5/8"MOISTURE RESISTANT GYP BD. INSTALL WALL TILE (MATCH EXISTING). REINSTALL GRAB BARS.

19 TOILET PARTITIONS, ANCHOR TO WALL PER MANUFACTURER'S RECOMMENDATION.

20 WALL MOUNTED BENCH PER DETAIL 4/A-500.

20.1 WALL MOUNTED ACCESSIBLE BENCH PER DETAIL 4/A-500.

21 TWO TIER 15"W X 18"D LOCKERS, OVER EXISTING HOUSEKEEPING PAD PER DETAIL 20/A-572.BOTTOM LOCKER ACCESSIBLE.

21.1 TWO TIER 15"W X 18"D LOCKERS OVER EXISTING HOUSEKEEPING PAD PER DETAIL 20/A-572.

22 FLOOR MOUNTED ACCESSIBLE BENCH PER DETAIL 3/A-500.

23 EXISTING ACCESSIBLE DRINKING FOUNTAIN.

25 INSTALL EPOXY FLOORING PER MANUFACTURER'S RECOMMENDATION ON EXPOSED SURFACES OFCONCRETE HOUSEKEEPING PAD .

26 ADD 36"W x 12"D COUNTER 34" AFF PER DETAIL 18/A-572.

27 INSTALL 48" LONG GRAB BAR VERTICALLY 24" AFF. PRVIDE BLOCKING BETWEEN STUDS.

28 INSTALL TOWEL HOOKS-SEE HEIGHTS UNDER FLOOR PLAN LEGEND.

30 OCCUPANT LOAD SIGN. SEE DETAIL 10/A-582. OCCUPANT LOAD FOR BOTH THE WOMEN'S LOCKERROOM AND MEN'S LOCKER ROOM IS 23.

S9 MINIMUM 5% OF THE LOCKERS TO BE ACCESSIBLE PER CBC 11B-225.2.1; SEE DETAIL 4/A-581.

101 Montgomery Street, Suite 500San Francisco CA 94104P 415.777.4811 F 415.777.4523www.lionakis.com

C27466

LIC

ENSED A

T

RCHITEC

R 9E N. 0 - 31 - 1

S

ATA

TE

O F C A L I F O

RN

I

7

NITRAM.DLUAP

MARK DATE DESCRIPTION

08/08/2017 SUBMIT FOR PERMIT

10/09/2017 BID SET

1 11/01/2017 ADDENDUM #1

1

1

1

kim.conner
Snapshot

6".1".

REMOVE EXISTING METALFLASHING AND INSTALL NEWMETAL FLASHING & DRIP.PRIME AND PAINT TO MATCHEXISTING.

REINSTALL 3 PLY BUILT-UP ROOFMEMBRANE TO MATCH EXISTING

(E) GUTTER

REMOVE PORTION OF EXISTINGPLASTER AND CLAY BRICKVENEER ACCENT BAND TOACCOMMODATE NEW WORK.REPLACE TO MATCH EXISTING

PLASTER ASSEMBLYTO MATCH EXISTING.

CERAMIC TILES

MITRED END ALUM "F" MOLD

WATERPROOFING MEMBRANEO/ EXISTING CMU

EXTERIOR

INTERIOR

4'-0" ALONG GRID C (VIF)

5'-3" ALONG GRID D (VIF)

6".

6". 3 PLY BUILT-UP ROOF MEMBRANETO MATCH EXISTING

METAL FLASHINGAND DRIP. PRIMEAND PAINT TOMATCH EXISTING

METAL FLASHING ANDDRIP. PRIME AND PAINTTO MATCH EXISTING

1".

(E) GUTTER

1/2" MINIMUM THICKNESSTAPERED COMPOSITIONINSULATION BOARD

2x4 REDWOOD TRIMRIPPED TO SIZE

NOTES:

1. REPLACE ANY DETERIORATED MEMBERS TO MATCH EXISTING.2. SEE 1 & 5/S-113 FOR ADDITIONAL INFORMATION

2x6 T&G DECKING TOMATCH EXISTING

6".

8".

AT 4' SLOPE IS APPROX. 1.9 DEG

DOOR HEAD FRP2" CASING

(E) CMU LINTELCOURSE

CONTINUOUS BEADSEALANT ANDBACKER ROD

SHIM AS REQUIRED

METAL FLASHING,PRIME AND PAINT

"J" MOLD

PLASTER, MATCHEXISTING

3/8" DIA x 2-5/8"EMBED STAINLESSSTEEL EXPANSIONANCHORS @ 16" OCCENTERED ATWALL

FRP DOOR

EXTERIOR INTERIOR

1

DOOR JAMB FRP2" CASING

(E) CMU LINTELCOURSE

CONTINUOUS BEADSEALANT ANDBACKER ROD

SHIM AS REQUIRED

"J" MOLD

PLASTER, MATCHEXISTING

3/8" DIA x 2-5/8" EMBED STAINLESSSTEEL EXPANSION ANCHORS @ 16"OC CENTERED AT WALL

FRP DOOR

INTERIOR

EXTERIOR

1

FRP DOOR WHEREINTERIOR DOOR OCCURS

(E) CMU WALLASSEMBLY

(E) 2x10 SILL

(E) 6x10 OUTRIGGERBEYOND

(E) 2x6 T&GDECKING

(E) INSECTSCREEN

CONTINUOUS BEAD SEALANTAND BACKER ROD

MITRED END ALUM "F" MOLD

CERAMIC TILE ASSEMBLY

WATERPROOFINGMEMBRANE O/ EXISTING CMU

EXTERIOR INTERIOR

3/8"

FF

MITRED ENDALUM "F" MOLD

CERAMIC TILEASSEMBLY

WATERPROOFINGMEMBRANE O/EXISTING CMU

3/16" WEEPHOLES @ 6"OC

EXTERIOR INTERIOR

(E)

(E)

(E)

(E)

(E)

(E)

ALUMINUM FRAMEBEYOND

THRESHOLD

FLOOR FINISH

1/4" DIA ANCHOR W/DTEEL EXPANSIONSHIELD

EXTERIORINTERIOR

SLOPE 0.0%MAX

SLOPE 2.08%MAX

EXTERIOR INTERIOR

1/4" SOLID CORIANSURFACE O/ 3/4" MARINEPLYWOOD PRIMED. PAINTEXPOSED SURFACES;SLIP RESISTANT

17"

- 19"

EPOXY FLOORINGO/ CONC SLAB

(E) CERAMIC TILEFINISH

(E) CMU WALL

(E) CEMENT PLASTER

BRACKET BY WBMANUFACTURING WALLMOUNT BRACKET @ 16" OC.

#8 GALVANIZED FH SCREWS

SEE NOTE

NOTE:1. 20" FOR ACCESSIBLE BENCH (BKT0812)2. 15" AT NON-ACCESSIBLE BENCH (BKT1218-B)

(2) 3/8" DIA x 2-5/8" EMBEDSTAINLESS STEELEXPANSION ANCHORS @ EABRACKET

RESINOUS FLOORING,SEE SPECIFICATIONS

EXISTING

EXISTING

EXISTING

SEE PLUMBINGDRAWINGS

2% MAX 2% MAX

1/4" SOLID CORIANSURFACE O/ 3/4"MARINE PLYWOODPRIMED. PAINTEXPOSED SURFACES;SLIP RESISTANT

EPOXYFLOORING

COUNTERSUNKSTAINLESS STEELFH SCREWS @ 6"OC

95°

1"

1".

1'-8"

2x2x1/8 STAINLESS STEELTUBE FRAME @ 24" OCMAX AND 5" FROMCENTERLINE OF FRAMETO EDGE OF SEAT,PRIME AND PAINT

3/16

(2) 3/8 DIA "HILTI" HIS-NSTAINLESS STEELINSERT W/ "HILTI" HIT-RE500 V3 W/ BUTTON HEADBOLTS CENTERED ATTUBE AT EACH TUBEFRAME (ICC ESR-3814)

18".

TYPICAL ALL EDGES

NON SHRINKGROUT

(E) 6" MINCONC SLAB

18".

1'-0" 1 1/2"1 1/2"

1/8TYP

(1/8)TYP

(1/8)

END PL TOHSS. ROUND &GRINDSMOOTH ALLCORNERS, TYP

(1/8)PJP, (3) SIDES

MITER CORNER

1/2" MIN

NOTES:1. GRIND SMOOTH ALL ARCHITECTURALLY EXPOSED WELDED CONNECTIONS

1/8" END PL, TYP

5"

RESINOUS FLOORINGSUBSTRATE

REMOVE (E) 2X6SLEEPER AND FILL VOIDWITH NON-SHRINKGROUT

RESINOUS FLOORING

(E) MORTAR BED

(E) CONCRETE

(E) CERAMIC TILE

(E) WALL

1 2 3 4 5

D

C

B

A

SHEET

TITLE

AGENCY

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2015

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

ALE

AC

CO

RD

ING

LY

01/4

"1/2

"1"

2"

CLIENT

11/1

/2017 5

:16:1

8 P

MC

:\U

sers

\Jim

my.v

o\D

ocum

ents

\016336_B

IM_A

-MA

ST

ER

_R

16_C

EN

TR

AL_Jim

my.v

o.r

vt

A-500

DETAILS

016336

C3050.4

CITY OF EL CERRITO

EL CERRITO SWIM CENTERLOCKER ROOMS / POOL

EQUIPMENT ROOMUPGRADES & RENOVATION

7007 MOESER LANEEL CERRITO, CA 94530

10890 SAN PABLO AVE, EL CERRITO CA

NTS17

(E) COVERED TRELLIS FLASHINGMODIFICATION

101 Montgomery Street, Suite 500San Francisco CA 94104P 415.777.4811 F 415.777.4523www.lionakis.com

SCALE 3" = 1'-0"6PLASTER - TILE REVEAL

SCALE 3" = 1'-0"9

(E) UNCOVERED TRELLIS MODIFICATION -BID ADD ALTERNATE NO.1

SCALE 3" = 1'-0"10ALUMINUM DOOR FRAME - HEAD

SCALE 3" = 1'-0"11ALUMINUM DOOR FRAME - JAMB

SCALE 3" = 1'-0"5HEAD @ CERAMIC TILE ASSEMBLY

SCALE 3" = 1'-0"7SILL @ CERAMIC TILE ASSEMBLY

NTS8THRESHOLD DETAIL

SCALE 3" = 1'-0"4BENCH

NTS12TRENCH DETAIL

SCALE 3" = 1'-0"3BENCH - FLOOR MOUNTED

SCALE 1 1/2" = 1'-0"1

MODIFICATIONS @ EXPOSEDHOUSEKEEPING PADS

C27466

LIC

ENSED A

T

RCHITEC

R 9E N. 0 - 31 - 1

S

ATA

TE

O F C A L I F O

RN

I

7

NITRAM.DLUAP

MARK DATE DESCRIPTION

08/08/2017 SUBMIT FOR PERMIT

10/09/2017 BID SET

1 11/01/2017 ADDENDUM #1

- BID ADD ALTERNATE NO.1

1

- BID ADD ALTERNATE NO.1

11

kim.conner
Snapshot

Q2

TOILET ROOM DOOR SIGNAGEAE_G_0570_001

150901.

3/8

"-1/2

"

1/32" RAISED TEXTAT WALL SIGN

1/8" BACKPLATEAT WALL SIGN

CONTRACTED GRADE 2BRAILLE AT WALL SIGN

1/4" BACKING AT DOORSIGN FOR EACH CIRCLEAND TRIANGLE

60" AFF MAXBOT OF

HIGHEST LINEOF RAISED

CHARACTERS

48" AFF MINBOT OF LOWESTLINE OF BRAILLE

A-582

15

CL

EQ EQ

A-582

13CHARACTERS AND BRAILLE PER TYP

Q2

RESTROOM SIGNAGEAE_G_0570_002

150901.

A-582

13CHARACTERS AND BRAILLE PER

FINISH FLOORA

6" 12

"

12"

6"

B

60"

AF

F

60"

AF

F

C

12"

6"

60"

AF

F

C OF DOORL

PROVIDE SIGNAGE PER: CBC 11B-703

SIGNAGE IS TO BE OF CONTRASTING COLOR FROM THE DOOR

TO MEET THE 2013 CALIFORNIA TITLE 24 CODE AND AMERICANS WITH DISABILITIES ACT, ACOMBINATION OF THE TWO FOLLOWING SIGNS ARE REQ'D FOR RESTROOM IDENTIFICATION:

FIRST SIGN REQUIREDTHE 12" CIRCLE DESIGNATES THE WOMEN'S RESTROOM, THE 12" EQUILATERAL TRIANGLEDESIGNATES THE MEN'S RESTROOM. A UNISEX RESTROOM IS DESIGNATED BY A 12" CIRCLE WITHA 1/4" THICK SOLID TRIANGLE SUPERIMPOSED ON IT. IF THE RESTROOM MEETS ACCESSIBILITYSTANDARDS. CENTERED SIGN 60" ABOVE THE FLOOR.

SECOND SIGN REQUIREDTHE SECOND SIGN REQUIRED IS A PERMANENT ROOM IDENTIFICATION SIGN.

MEN

D E F G H I

EDGE OF DOOR

9"

MIN

MENMENMEN

RESTROOMRESTROOM

WOMENWOMEN

WOMENWOMEN

RESTROOMRESTROOM

6"

9" MIN

A-582

18MOUNTING PER

REFER TO 9/A-582 FOR TEXT DESCRIPTOR LOCATION OF PICTOGRAMS.

60" A.F. F.48" A.F.F.

1 1/2" HIGH CHARACTERS

TAMPERPROOF SCREWS

MAXIMUM OCCUPANTLOADXXXX

BY ORDER OF THESTATE FIRE MARSHAL

2'-0" MIN

Q2

OCCUPANCY LOAD SIGNAE_G_0570_004

150901.

16"

MIN

NOTES:1. SIGN TO BE POSTED NEAR MAIN EXIT (CBC

1004.3), SEE SIGNAGE PLAN FOR LOCATIONSAND SIGN INFORMATION

2. VERIFY INFORMATION FROM ARCHITECT PRIORTO SIGN FABRICATION

3. OCCUPANT LOAD DETERMINED FROM THE LIFESAFETY EXITING PLAN SHEET

Q2

TACTILE EXIT SIGNAGEAE_G_0570_006

150901.

EXIT

ILLUMINATED EXIT SIGN, IF REQD,SEE RCP & ELEC DWGS

A-582

13CHARACTERS AND BRAILLE PER

A-582

2

TYP

4'-0" TYP

Q2

BUILDING ENTRY SIGNAGEAE_G_0570_005

150901.

6"

6"

SIGN, EXTERIOR

ALTERNATELOCATION

INTERNATIONALSIGN OFACCESSIBILITY

4'-0" TYP

LOCATE AT MAIN ENTRY DOOR(S)

SIDELITE, WHENAPPLICABLE

NOTES:1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS TO BE PROVIDED AT ALL ACCESSIBLE

ENTRANCE DOORS.2. ENTRANCES THAT ARE NOT ACCESSIBLE SHALL HAVE SIGNAGE INDICATING DIRECTION TO

THE NEAREST ACCESSIBLE ENTRANCE.3. THESE LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT.4. NON GLARE CONTRASTING BACKGROUND DARK ON LIGHT OR LIGHT ON DARK.

ENTRANCE

Q2

ROOM ID SIGNAGEAE_G_0570_007

150901.

NOTES:1. VERIFY ROOM NAMES W/

ARCHITECT BEFOREFABRICATION

2. MOUNTED TO WALL PERSPECIFICATIONS

3. LEFT JUSTIFY CHARACTERSAND BRAILLE

AS REQUIRED

3"

MIN

A1ROOM IDENTITY

60" AFF MAXBOT OF HIGHEST

BASELINE OF RAISEDCHARACTERS

48" AFF MINBOT OF LOWEST

BASELINE OFBRAILLE

A-582

13CHARACTERS AND BRAILLE PER TYP

234

Q2

SIGNAGE FOR FUNCTIONALROOMS AND SPACES

AE_G_0570_008

150901.

CORRESPONDING BRAILLE

RAISED CHARACTERS(ROOM NAME AND NUMBER)

NOTES:

1. PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCHSIDE OF THE DOOR.

2. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHIN 3" OF SIGNAGEWITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWINGPATH OF THE DOOR.

3. SIGNS AND IDENTIFICATION SHALL BE FIELD INSPECTED AFTER INSTALLATION ANDAPPROVED BY THE ENFORCING AGENCY, IN ACCORDANCE WITH SECTION 11B-703.1.1.2 "INSPECTION"

234

REQD

AS

9

A-582

3" MIN60" AFF MAXBOT OF HIGHESTLINE OF RAISEDCHARACTERS

48" AFF MINBOT OF LOWESTLINE OF BRAILLE

A-582

13CHARACTERS AND BRAILLE PER TYP

Q2

SIGNAGE LOCATIONAE_G_0570_022

150901.

45°

CL

18" MIN 18" X 18" MIN CLEAR FLOORSPACE TO BE PROVIDEDCENTERED ON SIGNAGE

NOTES:

1. WHERE A TACTILE SIGN IS PROVIDED AT DOOR, THE SIGN SHALL BE LOCATEDALONGSIDE THE DOOR AT EACH LATCH

2. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH WITH ONE ACTIVELEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF

3. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS,THEN THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR

4. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THERIGHT SIDE OF A DOUBLE DOOR, SIGNS SHALL BE LOCATED ON THE NEARESTADJACENT WALL

5. WHERE PERMANANT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACESTHEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERSTHE ROOM OR SPACE

6. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THEDOOR AS ONE EXITS THE ROOM OR SPACE

7. TACTILE SIGNS TO BE MOUNTED AT 60" ABOVE THE FLOOR TO THE CENTER OF THESIGN PROVIDED THAT BASED ON THE SIGN CONTENT THE RAISED CHARACTERS ARE60" MAXIMUM TO THE BASELINE OF THE HIGHEST RAISED CHARACTER AND 48"MINIMUM TO THE BASELINEOF THE LOWEST RAISED CHARACTER OR BRAILLE

18"

MIN

NO WALL MOUNTEDPROTRUDING OBJECTSMORE THAN 3" BEYONDFACE OF WALL AT SIGNLOCATION

EXIT ROUTE

3/8

"

AE

C

D

F

BC

LOCATION VARIES BY TYPE

SIGNAGE SIZE AND CHARACTER

RAISED CHARACTERS SHALL BEUPPERCASE, SANS-SERIF, HORIZONTALFORMAT, WITH FONTS PER CBC 11B-703.2.4

RAISED CHARACTER REQUIREMENTS AND LEGEND:

A. CHARACTERS SHALL BE RAISED 1/32" MINIMUM ABOVE THEIR BACKGROUND.B. CHARACTER HEIGHT SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH BASED ON

THE UPPERCASE "I".C. CHARACTERS SHALL BE SEPERATED FROM ANY RAISED BORDER OR DECORATIVE

ELEMENT BY 3/8"D. CHARACTER FONT PROPORTION WITH THE UPPERCASE 'O' WIDTH BEING 60 PERCENT

MINIMUM TO 110 PERCENT MAXIMUM THE HEIGHT OF THE UPPERCASE 'I'.E. CHARACTER STROKE THICKNESS OF THE UPPERCASE 'I' SHALL BE 15 PERCENT MAXIMUM

THE HEIGHT OF CHARACTER.F. CHARACTER THAT ARE RECTANGULAR IN CROSS SECTION SHALL BE A 1/8" MINIMUM AND 4

TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM.G. RAISED CHARACTERS SHALL HAVE EASED EDGES.

BRAILLE REQUIREMENTS AND LEGEND:

BRAILLE SHALL BE PER CBC 11B-703.3 INCLUDING, BUT NOT LIMITED TO THEFOLLOWING: DISTANCES IN INCHES, MIN TO MAX

A. DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLYBELOW: 0.395 TO 0.400

B. DISTANCE BETWEEN TWO DOTS IN THE SAME CELL : 0.100C. DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS: 0.300D. SINGLE BRAILLE CELLE. BLANK CELL SPACE BETWEEN WORDSF. BASE DIAMETER: 0.059 TO 0.063G. NO RAISED DOT

RAISED CHARACTERS AND SIGN FIELD TOHAVE NON-GLARE FINISH.

Q2

ACCESSIBILE TACTILE SIGN REQUIREMENTSAE_G_0570_026_

150901.

SIG

NA

GE

SIZ

E A

ND

CH

AR

AC

TE

RLO

CA

TIO

N V

AR

IES

BY

TY

PE

C B

BB

A

F

D

E

G

SIGN FIELD TO BE CONTRASTING COLORS,EITHER LIGHT ON DARK OR DARK ON LIGHT.COORDINATE WITH ARCHITECT FORSPECIFIC COLORS.

G

NOTES:PROVIDE EXIT SIGNAGE PER: CBC 1011, 11B-216, 11B-703

TYPE 1LOCATE AT GRADE LEVEL EXIT DOORS.

TYPE 2LOCATE AT EACH ACCESS DOOR FROM ANINTERIOR ROOM OR AREA TO A CORRIDOR ORHALLWAY, AND EACH DOOR THAT LEADS TO AGRADE LEVEL EXIT BY MEANS OF EXITENCLOSURE OR EXIT PASSAGEWAY.

TO EXIT

EXITROUTE

EXITSTAIRDOWN

EXITSTAIRUP

EXITRAMPDOWN

EXITRAMPUP

EXIT

TYPE 4LOCATE AT EXIT DOORS LEADING TO GRADELEVEL EXTERIOR EXIT THROUGH STAIR.

TYPE 6LOCATE AT EXIT DOORS LEADING TO GRADELEVEL EXTERIOR EXIT THROUGH STAIR.

TYPE 5LOCATE AT EXIT DOORS LEADING TO GRADELEVEL EXTERIOR EXIT THROUGH RAMP.

TYPE 7LOCATE AT EXIT DOORS LEADING TO GRADELEVEL EXTERIOR EXIT THROUGH RAMP.

TYPE 3LOCATE AT EXIT DOOR OF A HORIZONTAL EXIT

EXIT

EXIT ROUTE

EXIT STAIR DOWN

EXIT STAIR UP

EXIT RAMP DOWN

EXIT RAMP UP

TO EXIT

.

48" AFF, MIN TOLOWEST BASELINE

OF BRAILLE

.

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

.

48" AFF, MIN TOLOWEST BASELINE

OF BRAILLE

.

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

.

48" AFF, MIN TOLOWEST BASELINE

OF BRAILLE

.

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

.

48" AFF, MIN TOLOWEST BASELINE

OF BRAILLE

.

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

.

48" AFF, MIN TOLOWEST BASELINE

OF BRAILLE

.

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

.

48" AFF, MIN TOLOWEST BASELINE

OF BRAILLE

.

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

.

48" AFF, MIN TOLOWEST BASELINE

OF BRAILLE

.

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

Q1

EXIT SIGNAGEAE_G_0570_027?YYMMDD?.

A-582

13CHARACTERS AND BRAILLE PER TYP

60" AFF MAX TOHIGHEST BASELINE

OF RAISED CHARACTER

12'-0" MIN 5'-0" MIN 9'-0" MIN

18'-0" MIN

MAX

3'-0"2'-0" MIN

UN

OB

ST

RU

CT

ED

AR

EA

NOPARKING

12"

MIN

VAN ACCESSIBLEPARKING STALL

REGULARACCESSIBLE

PARKING STALL

4" WHITELINE

ACCESSIBLE PARKINGSIGN, FOR VAN SIGN, SEEDETAIL

ACCESSIBLE PARKINGSIGN, FOR STANDARDSTALL SIGN, SEE DETAIL

4" BLUE LINEBORDER

NOTE: TO COMPLY WITH CBC 11B-5022% MAX SLOPE IN ANY DIRECTION FOR ACCESSIBLE STALLS AND ACCESS AISLES

36" x 36" INTERNATIONALSYMBOL OFACCESSIBILITY. CL OFISA 6" MAX FROM CL OFSTALL, SIDES OF ISAPARALLEL TO STALL ANDLOWER SIDE ALIGNEDWITH END OF PARKINGSPACE LENGTH. TYPFOR ALL PARKING

4'-0" CONCRETEWHEELSTOP, TYP SEEDETAIL

EXTENT OF STALL, SEE SITEPLAN FOR ADDITIONALINFORMATION

WHITETEXT

6"6"

SIGN

SEE PLAN FOR SPECIFIC SIGN TYPE,FOR SPECIFIC SIGNAGEINFORMATION, SEE DETAIL

1 1/2" DIA GALV STD PIPE

1" CROWN AT PAVING

EXP JOINT, TYP AT PERIMETER

CONCRETE OR PAVING

12" DIA CONCRETE FOOTING

3"

2'-9" MIN

80" MIN AT ACCESSIBLE ROUTE60" MIN AT PLANTERS

NO PARKINGPASSENGER

LOADING ZONE

(7" MIN)

1'-0"

(10" MIN)1'-6"

FOR INSTALLATION,SEE DETAIL 12/A-582

NOTES:1. PROVIDE GALV/ THEFT PROOF BRACKETS, STL BOLTS, NUTS & WASHERS THROUGH SIGN AND POST2. SIGN PANEL TO BE 0.08" MIN ALUM SHEET, ENAMEL PAINTED AFTER SMOOTHING WITH WHITE

LETTERS, NUMBERS AND BORDER STRIPE3. CHARACTERS TO BE WHITE ON A BLUE BACKGROUND4. ALL SIGNS TO HAVE 1/2" RADIUS AT THE CORNERS

LE

TT

ER

1"

MIN

3'-0"

3'-0"

PAINT WITH TRAFFIC PAINT:SYMBOL: WHITEBACKGROUND: BLUE EQUAL TOPED SPEC 595A COLOR # 15090

3" R CORNERS

CL

SIDES OF ISA PARALLEL TOSTALL

LOWER EDGE OF ISAALIGNED WITH END OFPARKING STALL.

CENTERLINE OF ISA &STALL, 6" MAX.OFFSETALLOWED

NOTE: SIGN SHALL INCLUDE ISA AND COMPLY WITH CBC 11B-703.7.2.1

10" MIN1'-6"PARKING

ONLY

MINIMUMFINE $250

7" MIN

1'-0"

60"

MIN

AT

PLA

NT

ER

S

80"

MIN

CLR

PARKINGONLY

VANACCESSIBLE

UNAUTHORIZED VEHICLESPARKED IN DESIGNATED

ACCESSIBLE SPACES NOTDISPLAYING DISTINGUISHING

PLACARDS OR SPECIALLICENSE PLATES ISSUED FORPERSONS WITH DISABILITIES

WILL BE TOWED AWAY ATOWNER'S EXPENSE. TOWED

VEHICLES MAY BE RECLAIMEDAT (ADDRESS) OR BY

TELEPHONING (TELEPHONENUMBER) C.V.C. 22507.8

60"

MIN

MINIMUMFINE $250

VANACCESSIBLE

MINIMUMFINE $250

MINIMUMFINE $250

1'-5" MIN

1'-10" MIN2'-6"

NOTES:1. SIGNS SHALL HAVE A MINIMUM AREA OF 70 SQ

INCHES2. SIGNAGE TO BE INSTALLED CENTERED AT

INTERIOR END OF EACH PARKING SPACE3. GALV/ THEFT PROOF BRACKETS, STL BOLTS, NUTS

& WASHERS THROUGH SIGN AND POST4. SIGN PANEL OF 0.08" MIN ALUM SHEET, ENAMEL

PAINTED AFTER SMOOTHING WITH WHITELETTERS, NUMBERS AND BORDER STRIPE

5. CHARACTERS TO BE WHITE ON A BLUEBACKGROUND

6. ALL SIGNS TO HAVE 1/2" RADIUS AT THE CORNERS7. LETTERS SHALL BE 1" MINIMUM IN HEIGHT

TO BE DISPLAYED:

UNAUTHORIZED VEHICLES PARKED INDESIGNATED ACCESSIBLE SPACESNOT DISPLAYING DISTINGUISHINGPLACARDS OR SPECIAL LICENSEPLATES ISSUED FOR PERSONS WITHDISABILITIES WILL BE TOWED AWAY ATOWNER'S EXPENSE. TOWED VEHICLESMAY BE RECLAIMED AT (ADDRESS) ORBY TELEPHONING (TELEPHONENUMBER) C.V.C. 22507.8

ACCESSIBLEFREE STANDING

A B C D EVAN ACCESSIBLEFREE STANDING

AT SITE ENTRYFREE STANDING

ACCESSIBLEWALL MOUNTED

VAN ACCESSIBLEWALL MOUNTED

APPROPRIATE INFORMATION

MUST BE INCLUDED ON SIGN AS

PERMANENT PART OF SIGN,

VERIFY WITH ARCHITECT

PARKINGONLY

PARKINGONLY

SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4 INCH PERFOOT (2% GRADIENT) IN ANY DIRECTION.ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TOWHEEL OR WALK BEHIND ANY OTHER NON-ACCESSIBLE OR ACCESSIBLE PARKING SPACE.IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TOPREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS.PARKING SPACES RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BEIDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TOAND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF AWHEELCHAIR WITH OCCUPANT, IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALLNOT BE SMALLER THAN 70 INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BEPOSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THEPARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THEINTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 60 INCHES FROM THEPARKING SPACE FINISHED GRADE, GROUND, OR SIDEWALK.

PARKING1.

2.

3.

4.

Q2

DETECTABLE WARNINGS0500_0280_DETECTABLE WARNING

PAD_01170614.

0.90"

0.45-0.47"

0.6

5"

MIN

2.3" -2.4"

0.1

8"

TO

0.2

2"

HT

SECTION VIEW3'-0" MIN

SEE PLAN

NOTES:1. THE MATERIAL USED TO PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART

OF THE SURFACE.2. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538

OF FEDERAL STANDARD 595C.3. DETECTABLE WARNING SURFACES SHALL PROVIDE A 70% MIN VISUAL CONTRAST

WITH ADJACENT WALKING SURFACES. IF VISUAL CONTRAST IS NOT AVAILABLE SEE11B-705.1.1.3.2

4. WHERE INSTALLED IN A RADIAL PATTERN, DOMES SHALL HAVE A CENTER TO CENTERSPACING OF 1.6-2.4 INCHES.

5. DETECTABLE WARNING SURFACES MUST DIFFER FROM ADJOINING SURFACES INRESILIENCY OR SOUND-ON-CANE CONTACT.

NORTHPLAN

A B

1 2 3 4 5

D

C

B

A

SHEET

TITLE

AGENCY

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2015

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

ALE

AC

CO

RD

ING

LY

01/4

"1/2

"1"

2"

KEY PLAN

CLIENT

11/1

/2017 5

:00:5

4 P

MC

:\U

sers

\georg

e.w

illia

ms\

Docum

ents

\016336_B

IM_A

-MA

ST

ER

_R

16_C

EN

TR

AL_georg

e.w

illia

ms.

rvt

A-582

DETAILS -ACCESSIBILITY

016336

C3050.4

CITY OF EL CERRITO

EL CERRITO SWIM CENTERLOCKER ROOMS / POOL

EQUIPMENT ROOMUPGRADES & RENOVATION

7007 MOESER LANEEL CERRITO, CA 94530

10890 SAN PABLO AVE, EL CERRITO CA

1/4" = 1'-0"14

3/16" = 1'-0"15

1 1/2" = 1'-0"10

1/2" = 1'-0"7

1/4" = 1'-0"6

3" = 1'-0"9 1/4" = 1'-0"5

1/2" = 1'-0"18

6" = 1'-0"13

1/2" = 1'-0"2

101 Montgomery Street, Suite 500San Francisco CA 94104P 415.777.4811 F 415.777.4523www.lionakis.com

C27466

LIC

ENSED A

T

RCHITEC

R 9E N. 0 - 31 - 1

S

ATA

TE

O F C A L I F O

RN

I

7

NITRAM.DLUAP

SCALE 1/8" = 1'-0"16

ACCESSIBLE PARKINGPERPINDICULAR

SCALE 1/2" = 1'-0"12

TYP SIGN POLE & BASE FOR EXTMOUNTED SIGN

SCALE 1 1/2" = 1'-0"8

PASSENGER LOADINGZONE SIGNAGE

SCALE 1" = 1'-0"4 ACCESSIBLE PARKING SYMBOL

SCALE 1/2" = 1'-0"3 ACCESSIBLE PARKING SIGNAGESCALE 1/2" = 1'-0"19 ACCESSIBILITY REQUIREMENTS

MARK DATE DESCRIPTION

08/08/2017 SUBMIT FOR PERMIT

10/09/2017 BID SET

1 11/01/2017 ADDENDUM #1

3" = 1'-0"11

1

kim.conner
Snapshot

PO

RT

OLA

DR

IVE

MO

ES

ER

LA

NE

ASHBURY

NORVELL

STREET

STREET

PG&EENTRY

PO

RT

OLA

DR

IVE

MO

ES

ER

LA

NE

ASHBURY

NORVELL

STREET

STREET

PG&EENTRY

GENERAL LIMITSOF WORK

S1 S1

S3 S4S2

(E) OFFICE

2

A-111

1

A-111AD-111

2

AD-111

1

(E) FIREHYDRANT

(E) FIREHYDRANT

(E) SWIMMINGPOOL

(E) SWIMMINGPOOL

S6

(E) CIVICCENTER

LOCKER ROOMS POOL EQUIPMENT RM

ISA

OLSISA

OLS

S7 S8D15 D15

FLOOR PLAN LEGEND

ACCESSIBLE ENTRY

ACCESSIBLE PATH OF TRAVEL

(E) BUILDING - NOT IN SCOPE

(E) BUILDINGS - AREA OF WORK

(E) SWIMMING POOLS

ISA INTERNATIONAL SYMBOL OF ACCESSIBILITY; SEE 6/A-582

OLS OCCUPANCY LOAD SIGN; SEE 10/A-582

GENERAL NOTES

GENERAL LIMITSOF WORKS5S5

S1 S1

S3 S4S2

(E) OFFICE

2

A-111

1

A-111AD-111

2

AD-111

1

(E) FIREHYDRANT

(E) FIREHYDRANT

(E) SWIMMINGPOOL

(E) SWIMMINGPOOL

S6

(E) CIVICCENTER

ACCESSIBLE PARKING STALLS

• TOTAL PARKING SPACES 76 STALLS• REQUIRED ACCESSIBLE SPACES ( PER CBC TABLE 11B-208.2) 4 STALLS• REQD VAN PARKING (PER CBC 11B-208.2.4) 1 MINIMUM

LOCKER ROOMS POOL EQUIPMENT RM

ISA

OLSISA

OLS

S7S5S5 S8 S9

S8S81

12'-0" MIN9'-0" MIN

9'-0" MIN 9'-0" MIN

18

'-0

" M

IN

18

'-0

" M

IN

S10S10

NORTHPLAN

A B

1 2 3 4 5

D

C

B

A

SHEET

TITLE

AGENCY

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2015

IF T

HIS

SH

EE

T IS

NO

T 3

0"x

42",

IT

IS

A

RE

DU

CE

D P

RIN

T -

SC

ALE

AC

CO

RD

ING

LY

01/4

"1/2

"1"

2"

KEY PLAN

CLIENT

11/1

/2017 4

:22:1

0 P

MC

:\U

sers

\georg

e.w

illia

ms\D

ocum

ents

\016336_B

IM_A

-MA

ST

ER

_R

16_C

EN

TR

AL_georg

e.w

illia

ms.r

vt

AS101

SITE PLAN

016336

C3050.4

CITY OF EL CERRITO

EL CERRITO SWIM CENTERLOCKER ROOMS / POOL

EQUIPMENT ROOMUPGRADES & RENOVATION

7007 MOESER LANEEL CERRITO, CA 94530

10890 SAN PABLO AVE, EL CERRITO CA

SCALE 1" = 30'-0"1EXISTING SITE PLAN

101 Montgomery Street, Suite 500San Francisco CA 94104P 415.777.4811 F 415.777.4523www.lionakis.com

SHEET KEYNOTES

D15 RESTRIPE PARKING SPACES PER PLAN 2/AS-101.

S1 EXISTING ACCESSIBLE DRINKING FOUNTAINS.

S2 EXISTING UNISEX TOILET.

S3 EXISTING WOMEN'S LOCKER ROOM.

S4 EXISTING MEN'S LOCKER ROOM.

S5 ACCESSIBLE PARKING SPACE. SEE DETAIL 16/A-582.

S6 EXISTING CHEMICAL ROOMS.

S7 ACCESSIBLE ROUTE THAT IS A MINIMUM 48" CLEAR WIDTH, MAXIMUM 5% RUNNING SLOPE AND MAX3% CROSS SLOPE PER CBC 11B-403.

S8 EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY APPROVED EXIT SIGNS; SEE DETAILS 2/A-582,7/A-582; MAIN EXTERIOR ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICESFROM EGRESS SIDE PROVIDED, A READILY VISIBLE, DURABLE, SIGN POSTED ON THE EGRESS SIDEOR ON ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE ISOCCUPIED PER CBC 1008.1.9.3. THE SIGN SHALL BE IN LETTERS 1-INCH HIGH ON A CONTRASTINGBACKGROUND.

S9 MINIMUM 5% OF THE LOCKERS TO BE ACCESSIBLE PER CBC 11B-225.2.1; SEE DETAIL 4/A-581.

S10 NEW TRUNCATED DOMES. SEE DETAIL 11/A-582.

C27466

LIC

ENSED A

T

RCHITEC

R 9E N. 0 - 31 - 1

S

ATA

TE

O F C A L I F O

RN

I

7

NITRAM.DLUAP

MARK DATE DESCRIPTION

08/08/2017 SUBMIT FOR PERMIT

10/09/2017 BID SET

1 11/01/2017 ADDENDUM #1

SCALE 1" = 30'-0"2SITE PLAN

1

1

1

1

kim.conner
Snapshot

101 Montgomery St, Suite 500

San Francisco, CA 94104

P 415.777.4811 F 415.xxx.xxxx

www.lionakis.com

1 2 3 4 5

D

C

B

A

SHEET

TITLE

AGENCY

MANAGEMENT

ISSUED

PROJECT

SEAL

CONSULTANT

CLIENT PROJECT NO:

COPYRIGHT:

LIONAKIS PROJECT NO:

LIONAKIS 2015

IF

T

HIS

S

HE

ET

IS

N

OT

3

0"x4

2", IT

IS

A

R

ED

UC

ED

P

RIN

T - S

CA

LE

A

CC

OR

DIN

GL

Y

01

/4

"1

/2

"1

"2

"

CLIENT

11

/3

0/2

01

5 1

:4

0:1

2 P

M

CITY OF CERRITO

UPGRADES AND

REMEDIATION

7007 MOESER LANE

EL CERRITO, CA 94530

10890 SAN PABLO AVE, EL CERRITO, CA

MARK DATE DESCRIPTION

08/08/2017 SUBMIT FOR PERMIT

08/30/2017 BID SET

016336

C3050.4

10/09/2017 BID

11/01/2017 ADDENDUM #1DELTA #1

M0.1

MECHANICAL

LEGEND, NOTES

AND DETAILS