G0.1

COVER SHEET

OWNER:COUNTY OF SANTA CRUZ701 OCEAN STREET, ROOM 410SANTA CRUZ, CA 95060(T) 831.454.2783SANTACRUZCOUNTY.USCONTACT: ROBERT HAMBELTON

CONSULTANTS@ ATA.B. ANCHOR BOLTAC ASPHALT CONCRETEA.D. AREA DRAINADD'L ADDITIONALADJ. HT. ADJUSTED HEIGHTA.F.F. ABOVE FINISH FLOORAGG. AGGREGATEALT. ALTERNATEALUM. ALUMINUMAMP AMPERE OR AMPERAGEAPA AMERICAN PLYWOOD ASSOCIATIONAPPROX. APPROXIMATEA.S.L. ABOVE SEA LEVELASTM AMERICAN SOCIETY OF TESTING MATERIALSB.F.F. BELOW FINISH FLOORBLK'G / BLKNG BLOCKINGBM BEAMBTM. / BOTT. BOTTOMBTWN BETWEENB.U.R. BUILT-UP ROOFINGCALCS. CALCULATIONSCEM. PLAST. CEMENT PLASTERC.I. CAST IRONC.J. CONSTRUCTION JOINTC.L. CENTER LINECLG. CEILINGC.M.U. CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONTR. CONTRACTORCSMT CASEMENT(D) OR DEMO DEMOLISHDBL. DOUBLEDBL. PL. DOUBLE PLATEDEG. DEGREEDET. OR DTL. DETAILD.F. DRINKING FOUNTAINDIA. DIAMETERDN DOWNDS DOWNSPOUTDW DISHWASHER(E) EXISTINGEA. EACHELECT. ELECTRICALELEV. ELEVATIONE.J. EXPANSION JOINTEMBED. EMBEDMENTE.P.S. EXTRUDED POLYSTYRENE FOAMEXT. EXTERIORF.D. FLOOR DRAINFDN. / FOUND. FOUNDATIONF.F. FINISHED FLOORF.G. FUEL GASF.J. / FLR. JST. FLOOR JOISTFLASH'G FLASHINGFLR. FLOORFLUOR. FLUORESCENTF.O.S. FACE OF STUDFR. FRENCHFTG. FOOTINGGA. GAUGEGALV. GALVANIZEDGFCI GROUND FAULT CIRCUIT INTERRUPTERGIR GIRDERGLU-LAM GLUE-LAMINATEDG.S.M. GALVANIZED SHEET METALGYP. BD. GYPSUM BOARDH.B. HOSE BIBBHD HOLD DOWNH.H. HEAD HEIGHTHMF HORIZONTAL METAL FRAMEHORIZ. HORIZONTALHR. HOURINFO. INFORMATIONINSUL INSULATIONINT. INTERIORJST. JOISTLB. POUNDLEV. / LVL LEVELLT. LIGHTLTWT. LIGHTWEIGHT

SCOPE OF WORK

CIVIL ENGINEER:IFLAND ENGINEERS5300 SOQUEL AVENUE, SUITE 101SANTA CRUZ, CA 95062(T) 831.426.5313 (F) 831.426.1763IFLANDENGINEERS.COMCONTACT: DAVID RAMSEY

ELECTRICAL ENGINEER:AURUM CONSULTING ENGINEERS60 GARDEN COURT, SUITE 210MONTEREY, CA 93940(T) 831.646.3330 (F) 831.646.3336ACEMB.COMCONTACT: MARTIN PEREZ

SHEET LIST

SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

1. NEW OFFICE BUILDING TO BE FABRICATED IN FACTORY

GENERAL

G0.1 COVER SHEETG0.2 EXITING PLAN & CONTRACTOR ACCESS PLANG0.3 SPECIFICATIONSG0.4 SPECIFICATIONS

CIVILC1.0 GRADING AND DRAINAGE PLANC2.0 UTILITY PLAN

ARCHITECTURALA1.1 PARTIAL SITE PLANA2.1 FLOOR PLANA2.3 REFLECTED CEILING PLANA2.4 ROOF PLANA3.1 EXTERIOR ELEVATIONSA3.2 SECTIONSA4.1 INTERIOR ELEVATIONSA5.1 FINISH SCHEDULE

MECHANICALM0.1 GUIDE SPECIFICATIONS AND NOTES - MECHANICAL

PLUMBINGP0.1 GUIDE SPECIFICATIONS AND NOTES - PLUMBING

ELECTRICALE0.1A ELECTRICAL SPECIFICATIONSE2.0A ELECTRICAL DESIGN CRITERIAE3.0A ELECTRICAL DETAILS

1430 FREEDOM BOULEVARDWATSONVILLE, CA 95076

APN: 019-01-707

BEHAVIORAL HEALTH OFFICEBUILDING - WATSONVILLE

COUNTY OF SANTA CRUZ701 OCEAN STREET, SANTA CRUZ CA 95060

MAX. MAXIMUMMBRS MEMBERSM.D.F. MEDIUM-DENSITY FIBERBOARDAGG. MANUFACTURERMIN. MINIMUMM.SUITE / M.S. MASTER SUITE(N) NEWNAT. NATIONALN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEO.B. ON CENTERO.F.C.I. OWNER-FURNISHED, CONTRACTOR-INSTALLEDO.H. / OPP. OPPOSITE HANDP.B. PUSH BUTTONPERF. PERFORATEDPL PLATEPL. HT. PLATE HEIGHTPLYWD. PLYWOODPR PAIRPSI POUNDS PER SQUARE INCHP.T. PRESSURE TREATEDPWDR. POWDERR. RISERRECOM. RECOMMENDATIONREINF. REINFORCINGRFTR. RAFTERRM. ROOMR.W. / RWD REDWOODSAF SELF-ADHESIVE FLASHINGS.A. SOLID CORES.A.D. SEE CIVIL DRAWINGSSCHED. SCHEDULESD SMOKE DETECTORS.E.D. SEE ELECTRICAL DRAWINGSS.F. / SQ. FT. SQUARE FOOTSHR. SHEARSIM. SIMILARS.M.D. SEE MECHANICAL DRAWINGSSQ. SQUARESQ. IN. SQUARE INCHS.S.D. SEE STRUCTURAL DRAWINGSST STRAPSTOR. STORAGESTR1 STRUCTURAL 1S.W. SHEAR WALL OR SWITCHSYM. SYMBOLS3S / S4S SMOOTH 3 OR 4 SIDESTEMP. / T TEMPEREDT.H. THRESHOLDT. / THERM THERMOSTATT.O.C. TOP OF CURBT.O.F. TOP OF FLOORT.O.G.B. TOP OF GRADE BEAMT.O.P. / T/P TOP OF PLATET. OF PL TOP OF PLATET.O.S. TOP OF SLABT.O.W. TOP OF WALLTPO THERMOPLASTIC POLYOLEFINTRNSM. TRANSOMT&G TONGUE AND GROOVETYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEUTL. / UTIL. UTILITYV VOLTS OR VOLTAGEVERT. VERTICALV.I.F. VERIFY IN FIELDWD. WOODW.A. WROUGHT IRONWL WALLW.P. WEATHERPROOFWP. SCRD. WEEP SCREEDW.W.F. WELDED WIRE FABRICW.W.M. WELDED WIRE MESHW/D WASHER / DRYER# POUND OR NUMBER

ABBREVIATIONS

VICINITY MAP

PROJECT LOCATION

1430 Freedom Blvd,Watsonville, CA 95076

SITELOCATION

STUDIO117

A

B

C

D

101A

101A

MATCH LINETARGET

30A6.01

WORK POINTTARGET

1

AREVISIONADDENDUM LETTERSUPPLEMENTAL INSTRUCTIONREVISION CLOUD

10A9.03

INTERIOR ELEVATIONSDETAIL IDENTIFICATIONSHEET NUMBER / ELEVATION

10A5.02

SECTION CUTSECTION IDENTIFICATIONSHEET NUMBER

DETAIL REFERENCEDETAIL IDENTIFICATIONSHEET NUMBER

CT-1FINISH SYMBOLFINISH MATERIAL INDENTIFICATION

WINDOW SYMBOLWINDOW NUMBER

DOOR SYMBOLDOOR NUMBER

A

ROOM IDROOM NAME & NUMBER

1

ARCHITECTURAL WALLPANEL SYMBOL1

SHEET NOTE SYMBOL1

ELEVATION TAG

COLUMN GRID LINENUMBER HORIZONTALLETTERS VERTICAL

SYMBOLS

PROJECT DATAADDRESS: 1430 FREEDOM BLVD, WATSONVILLE, CA 95076APN: 019-017-07

PROJECT LOT AREA: 1.247 ACRES (54,330 SF)

NEW BUILDING AREA: 13,031 GSFHEIGHT LIMIT: 35 FTCONSTRUCTION TYPE: V-B SPRINKLEREDSTRUCTURAL SYSTEM: WOOD FRAMEOCCUPANCY: B OCCUPANCY

SEE EXITING PLAN SHEET G0.2

RESTROOM REQUIREMENTS: PROVIDE PER 2016 CALIFORNIA BUILDING CODEAND 2016 CALIFORNIA PLUMBING CODE

TENANT:HEALTH SERVICES AGENCY1080 EMELINE AVE.SANTA CRUZ, CA 95060(T) 831.454.4000SANTACRUZHEALTH.ORGCONTACT: ERIK RIERA

ARCHITECT:MADI GROUP303 POTRERO STREET, SUITE 7BSANTA CRUZ, CA, 95060(T) 800.725.0571 (F) 800.725.0571MADI-ARCH.COMCONTACT: DAVID RHODES

APPLICABLE CODES

1430 Freedom Blvd,Watsonville, CA 95076

MECHANICAL ENGINEER:AXIOM ENGINEERS4601 W. WALNUT ST. -SUITE #1SOQUEL, CA 95073(T) 831.464.4320 (F) 831.464.4323AXIOMENGINEERS.COMCONTACT: SEAN RING

PLUMBING:AXIOM ENGINEERS4601 W. WALNUT ST. -SUITE #1SOQUEL, CA 95073(T) 831.464.4320 (F) 831.464.4323AXIOMENGINEERS.COMCONTACT: SEAN RING

LANDSCAPE ARCHITECT:GREGORY LEWIS LANDSCAPE ARCHITECT736 PARK WAYSANTA CRUZ, CA 95065(T) 831.425.4747lewislandscape@sbcglobal.netCONTACT: GREGORY LEWIS

ADMINISTRATIVE REQUIREMENTS1. A MINIMUM OF 48 HOURS NOTICE TO THE FIRE DEPARTMENT IS REQUIRED PRIOR TO INSPECTION2. THE JOB COPIES OF THE BUILDING AND FIRE SYSTEMS PLANS AND PERMITS MUST BE ON-SITE DURING INSPECTIONS

· 2016 CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, PART 1· 2016 CALIFORNIA BUILDING CODE, TITLE 24, PART 2, VOLUMES 1 AND 2· 2016 CALIFORNIA ELECTRICAL CODE, TITLE 24, PART 3· 2016 CALIFORNIA MECHANICAL CODE, TITLE 24, PART 4· 2016 CALIFORNIA PLUMBING CODE, TITLE 24, PART 5· 2016 CALIFORNIA ENERGY CODE, TITLE 24, PART 6· 2016 CALIFORNIA FIRE CODE, TITLE 24, PART 9· 2016 CALIFORNIA EXISTING BUILDING CODE, TITLE 24, PART 10· 2016 CALIFORNIA GREEN BUILDING STANDARDS, TITLE 24, PART 11· 2016 CALIFORNIA REFERENCED STANDARDS, TITLE 24, PART 12· TITLE 19 CCR STATE FIRE MARSHAL REGULATIONS· ACI 318-14 CODE AND COMMENTARY· 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN· AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION· 2015 ANSI/AWC NDS-15 REVISED NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION· ASTM STANDARDS CHANGES (EXAMPLE: ASTM E648-04 STANDARD TEST METHOD FOR CRITICAL RADIANT FLUX OF FLOOR)· 2012 ICC 300-12 STANDARDS ON BLEACHERS, FOLDING TELESCOPIC SEATING & GRANDSTANDS· 2016 NFPA 13-16 AUTOMATIC SPRINKLER SYSTEMS, WITH 2016 CBC AMENDMENTS· 2013 NFPA 14-13 INSTALLATION OF STANDPIPE, PRIVATE HYDRANT AND HOSE SYSTEMS, WITH 2016 CBC AMENDMENTS· 2013 NFPA 17-13 DRY CHEMICAL EXTINGUISHING SYSTEMS· 2013 NFPA 17A-13 WET CHEMICAL EXTINGUISHING SYSTEMS· 2016 NFPA 20-16 INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION· 2013 NFPA 22-13 WATER TANKS FOR PRIVATE FIRE PROTECTION· 2016 NFPA 24-16 INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, WITH 2016 CBC AMENDMENTS· 2008 NFPA 25-13CA INSPECTION, TESTING, MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS, CALIFORNIA EDITION· 2016 NFPA 72-16 NATIONAL FIRE ALARM CODE, WITH 2016 CBC AMENDMENTS· 2016 NFPA 110-16 EMERGENCY AND STANDBY POWER SYSTEMS· 2015 NFPA 2001-15 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, WITH 2016 CBC AMENDMENTS· UL STANDARD CHANGES (EXAMPLE: 2005 UL 38 MANUAL OPERATING SIGNAL BOXES)· 2003 UL 464-03 AUDIBLE SIGNAL APPLIANCES· 1999 UL 521-99 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS· 2002 UL 1971 SIGNALING DEVICES FOR HEARING IMPAIRED

NOTE:THE ITEMS BELOW ARE UPGRADES/DOWNGRADES TO THE BASE BID AND ARE NOT TO BE INCLUDED IN THEBASE BID. EACH IS TO BE BID SEPARATELY PER DIRECTIONS IN BID INSTRUCTIONS.

ADDITIVE ALTERNATE #1 - SOFFITS AND COVE LIGHTING AT SELECTED ROOMS - PROVIDE GYPSUM BOARD SOFFIT ANDINDIRECT COVE LIGHTING UPGRADE AT ROOMS 156 CHILD WAITING, 102 ADULT WAITING, 101 RECEPTION, AND 124CONFERENCE. UPGRADE OVER 24”X24” CEILING GRID AND TILES AT EDGES OF CEILING (BASE BID). REFER TO SHEETSA2.3 AND A2.1.

DEDUCTIVE ALTERNATE #1 - DEDUCT 3,750 SF OF OFFICE, MEETING ROOM AND CORRIDOR SPACE, RETAINING ALLLOBBIES AND RESTROOMS.

BID ALTERNATES

SET A - BUILDING COMPONENT

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

101RECEPTION

102WAITING

ADULT

156WAITING

CHILD

103WC

104STAFF DEV

105COLLAB.

106CLINIC MGR

107SUPER

108PSYCH

111OFFICE

THERAPIST112

INJECT113

EXAM

115NURSE

117THERAPY

119BH ADMIN

120IBH

124CONFERENCE

109PSYCH

110PSYCH

114EXAM

116OFFICE

THERAPIST118

THERAPY

121IBH

122CASE MGR.

123CASE MGR.

126WC

125WC

127CRISIS

ACCESS

129IBH

130IBH

128CASE MGR.

155WC

154WC

132STAFF BREAK

150SUPER

135IT ROOM

136CRISIS

ACCESS

133PLAY ROOM

137FAMILY THERAPY

138FAMILY THERAPY

139THERAPY

140THERAPY

141THERAPY

142PSYCH

143PSYCH

144ART THERAPY

149THERAPIST

148THERAPIST

147THERAPIST

145PLAY ROOM

146COLLAB.

152THERAPY

153OFFICE

THERAPIST

151OFFICE

THERAPIST

134NURSE

159OFFICE

CHILD OPEN

158OFFICE

ADULT OPEN

157JANITOR

160HALLWAY

131DATA/PRINT EXIT

EXITEXIT

EXIT

EXIT

EXIT

EXIT 1

2

3

17'-5"

11'-0

"

10'-0"

18'-0

"

4'-0

"

4'-9"

4'-6"

6'-5" 6'-6"

9'-0"TYP.

9'-0"

5 (N) PARKING SPOTS @ 9'-0" = 45'-0"

8'-0" 9'-0" 9'-0"

18'-0

"

‚

‚

‚

MADISON ST.

CRES

TVIE

W D

R.

FREEDOM BLVD

STAGING AREAENTER/EXIT FROM MADISON ST.

PROJECT SITE

G0.2

EXITING PLAN ANDCONTRACTOR SITE

ACCESS PLAN

1 EMERGENCY EXITINGBUILDING PLAN

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

A-FLR

NORTH

2 SITE ACCESS SCALE : 1''=50'-0"

A-Site NORTH

OCCUPANCY5,436 SQUARE FEETOCCUPANCY 54

1

2,350 SQUARE FEETOCCUPANCY 23

2

4,871 SQUARE FEETOCCUPANCY 49

3

TOTAL SF - 12,657 SF

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

G0.3

SPECIFICATIONS

ARCHITECTURAL PERFORMANCE CRITERIA

FACTORY-MANUFACTURED MODULAR COMPONENTS, ASSEMBLY AND

INSTALLATION

This document shall serve as a basis-of-design (BOD) to indicate design intent. Any

proprietary items included herein are intended as a BOD, and other equivalent,

approved items may be substituted except as prohibited below in certain cases.

GENERAL REQUIREMENTS

1. CONFIGURATIONS

MODULE: The building configuration should be such that the basic module is 12 feet wide

or similar dimension that is expandable to meet the programmatic requirements per the floor

plan.

AT GRADE INSTALLATION: Building to be placed on concrete foundation so access is at

grade. Design of foundation to be provided by Manufacturer based on attached geotechnical

report. Cost of foundation, including and not limited to trenching, forming, rebar and concrete

pour is to be included in this contract. The Manufacturer shall coordinate the foundation with

the Site Component General Contractor and Architect to ensure proper layout and fit within

site work. Site Component Contractor shall be responsible for site demolition, site

preparation, grading, soil treatment (if required), backfill, compaction and off-haul of any

spoils. The intent is to prepare the site for the Manufacturer's trenching and pouring of

footings. Compliance with California Building Code/ADA and California Title-24 is required.

2. MODULAR BUILDING DRAWINGS / SHOP DRAWING SUBMITTALS

The Modular Building Manufacturer shall prepare modular building documents / shop

drawings in the form of scaled plans, showing placement of all components. The building

manufacturer shall provide documents for review and comment by the architect and owner.

The manufacturer will then revise the documents based on the architect's comments, and

resubmit those documents as shop drawings for the architect's review and acceptance.

Manufacturer shall submit an electronic copy of full set of Modular Building Drawings /

Building Manufacturer's engineering plans to be reviewed by Architect and design team for

adherence to program requirements and design intent. Documents shall meet, at the

minimum, the regulatory requirements:

· 2016 California Building Code

· 2016 California Code of Regulations, Title 24, Chapter 6 or current edition.

· 2016 CALGreen Code

· All other governing local, State and Federal laws and codes including Fire Life

Safety and Accessibility.

The following shall be submitted to the Client and Architect as part of the Manufacturer's

engineering drawings:

· Two full sets of engineered drawings including but not limited to:

· Drawings required to define the building envelope and interiors, including floor plan,

elevations, sections, etc.

· Structural drawings and calculations.

· Mechanical, Plumbing, Electrical and Fire Alarm drawings.

· Any other documentation that defines scope of project and materials.

Manufacturer shall revise engineered drawings as instructed by Architect and Engineers to

maintain compliance with basis-of-design documents.

3. APPROVAL BY THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY

DEVELOPMENT (HCD)

http://www.hcd.ca.gov/

The law establishing the Department's Occupational Licensing Program and related

enforcement activities is contained in the California Health and Safety Code, Division 13,

Part 2, commencing with Section 18045

Regulations created and enforced by the Department to implement, interpret, and clarify the

law  are contained in the California Code of Regulations, Title 25, Division 1, Chapter 4,

commencing with Section 5000.

The Manufacturer shall submit stamped engineering drawings for HCD review and approval

as required by HCD procedures. Documents shall be engineered to meet all California state

regulations, including the 2016 California Building Code and Title-24 California Energy

Commission requirements. Engineered drawings shall include (but not limited to) structural,

mechanical, plumbing, electrical, fire suppression and fire alarm. Coordination with and

approval by the local Fire Department will be required for fire protection systems.

4. INSPECTION

Inspection of prefabricated buildings is divided into two (2) separate functions: (1) In-plant

inspection and (2) On-site inspection. Inspectors shall be retained by the County. In-plant

inspection and material testing shall be accomplished under the supervision of the Architect

and designated inspectors. The Manufacturer shall notify the Architect and the designated

inspectors at least forty-eight (48) hours prior to commencing work. The Manufacturer shall

provide the inspector with full access to all plant operations involving work under this

Contract and shall advise the inspector in advance of the time and place when operations

that the inspector wants to observe take place. Before the building(s) are removed from the

plant for delivery to the storage facility or from the storage facility to the site, the inspector

and Architect shall determine that they are acceptable and issue a written release, which

shall be in the form of a Verified Report. A COPY OF THE INSPECTOR'S VERIFIED

REPORT AND COUNTY ARCHITECT'S PUNCH LIST SHALL ACCOMPANY THE

BUILDING COMPONENTS TO THE SITE.

On-site inspection shall be done by the site inspector. All work which the Manufacturer or his

subcontractors perform at the site shall be subject to the inspection of the site inspector. The

Manufacturer will furnish the site inspector with such information as may be necessary to

keep him fully informed as to progress of work and dates when site work will occur. The

Manufacturer shall notify the County at least seventy-two (72) hours prior to commencing

on-site work.

5. COORDINATION OF WORK

Site conditions and site work are to be included in the scope of Site Component General

Contractor. It shall be the Manufacturer's responsibility to make all necessary arrangements

with the County's authorized representative and Site Component General Contractor for

access to grounds for delivery of premanufactured building modules. This contact shall be

made at least forty-eight (48) hours prior to shipping of any module.

The Manufacturer shall verify that the County's site is ready to receive the building(s) prior to

the delivery of any building(s) by visiting each site. In the event buildings are delivered to any

site that is not in condition to receive buildings, the Manufacturer shall be responsible for all

costs incurred, including but not limited to, inspector's time.

Manufacturer and Site Component General Contractor shall coordinate work on site to

ensure that there is a good understanding of their respective responsibilities for performing

the work. Each party shall ensure that there shall be no damage to the other party's work on

site. Both parties shall ensure that there is no damage to County property beyond the limit of

work.

6. MATERIAL AND WORKMANSHIP

All workmen shall be skilled and qualified for work which they perform. All materials used,

unless otherwise specified, shall be new and of the type and grades specified. The

Manufacturer shall, if requested, furnish evidence satisfactory to the Architect that such is the

case. Manufacturer's crew assigned to any work performed under this Contract shall include

one competent and fully experienced person designated as the responsible person in

charge. Upon request, the Manufacturer shall promptly furnish to the Architect information

relating to this employee's experience.

7. GENERAL DESIGN REQUIREMENTS

Modular units used for delivery of the project shall be designed so that they may be joined

together to form a complete building. They shall be designed to maintain a positive alignment

of floor, walls and roof. They shall be designed so that joint lines between the modules will

not be visible either on the exterior or on the interior of the assembled building.  

Finish and base materials at each building, except roofing, floor covering and suspended

ceiling, shall terminate at interior building joints in a manner to join flush and tight with the

same material in the adjacent modular unit so that modular units may be joined with

minimum of cutting and patching. The structural system of each modular unit shall be either

an independent moment-resistant steel frame or steel attachments as required to resist

lateral loads in both directions. 

Each modular unit shall be capable of resisting all vertical and lateral loads during

transportation and relocation. When modular units are assembled, joints shall be sealed with

removable closing strips or other method to present a finished appearance and be

permanently waterproof. Evidence of excessive bowing during the installation of the modular

unit which, in the opinion of the Architect, causes excessive working at any joint or

compromises the structural integrity of the modular building shall be sufficient reason for

rejection of the modular unit.

The entry areas noted on the floor plan as “Reception”, “Child Waiting” and “Adult

Waiting” are shown on the basis-of-design drawings as stick-built but they may be increased

in size to standard module dimensions if this would result in more cost-effective modular

production.

8. OPEN INTERIOR

The interior height, floor to ceiling shall be per the Architect's drawings. The modular units

and building shall be clear span type, or with one intermediate support in span. Structural

members shall be concealed above the ceiling line, except where ceiling may be open to

structure above.

9. CONCRETE FOUNDATIONS

The design of concrete foundations shall be prepared by the Manufacturer. The footing

design shall provide for shims and blocks necessary to permit installation on sites not level

but within the tolerance allowed by code. The foundation design shall provide for adequate

venting of the crawl space and provide access as required by code - see notes on drawings.

The cost of installation of foundation, including but not limited to trenching, forming, rebar

and metal plates, and concrete pour and shall be the responsibility of the Manufacturer.

Off-haul of soils and demolition refuse shall be responsibility of Site Component General

Contractor.

The manufacturer is required to develop, provide to the architect (for review and comment),

revise, and resubmit to the architect (for review and acceptance) all required foundation

documents for the perimeter footing and pier footings, based on the geotechnical report and

floor plan layout.

10. FRAMING, ROOF, WALLS, AND FLOOR

The modular buildings shall have moment-resisting frames as required by code. Steel frame

building or wood frame construction shall meet the minimum design requirements of stud

grade, spacing, etc. as per 2016 California Building Code and other applicable regulations as

listed below.

Structural framing specifications as follows (Both steel and wood requirements outlined):

All framing lumber shall be marked MC-15 or surfaced dry (S-Dry).

A. Roofing Framing:

50% FSC Certified Lumber required

Joists - Light gauge Cee or Zee Steel Purlins, minimum spacing 24" o/c.

Blocking - Douglas Fir/Larch No.3 or better, or Hemlock Fir No.3 or better

Plywood Sheathing - 15/32” APA-rating sheathing, Exp 1.

B. In-fill Wall Framing:

50% FSC Certified Lumber required

Studs - Douglas Fir/Larch No.2 or better, or Hem-Fir No, 2 or better

Minimum 2"x4" at 16" O/C.

Plumbing walls shall be as above except 2"x6' at 16" O/C,

Sill- (Sole Plate) - Pressure Treated Douglas Fir/Larch No.2 or better, or Hem/Fir No.2

or better.

Top Plates - Douglas Fir/Larch No.2 or better, or Hem-Fir No.2 or better

Double Headers - Douglas Fir/Larch No.2 or better,

Minimum 2-2"x4" on edge with y," APA-rated plywood, Exp. 1 filler.

Door & Window Openings - Double stud/cripples Douglas Fir/Larch No.2 or better, or

Hem-Fir No.2 or better.

Blocking - Douglas Fir/Larch No.3 or better, or Hem-Fir No.3 or better.

C. Floor Framing:

Joists - Light gauge Cee or Zee Steel Purlins. Minimum joist spacing shall be a

maximum of 16" o/c. Space at 16" o/c max. for "stiffened-floor' condition.

Blocking - metal blocking as required

Plywood Sheathing/Subfloor - APA-rated STURD-I-Floor, 48" O/C., 23/32" thick, T&G,

Exp. 1.

Manufacturer may employ steel construction as provided by code in lieu of wood. All

structural members below the subfloor, i.e. girders, joists, headers, blocking, shall be either

steel or wood. If wood, it shall be pressure treated with an approved process and

preservative to the maximum possible retention by fell-cell process or treatment to refusal.

Markings shall be legible on each pressure treated structural member or certification of

treatment must be supplied for each bundle. Shims may be redwood or cedar.

Manufacturer may use alternate structural framing materials to the ones listed above

provided they are reviewed and approved by Architect and Structural Engineer.

11. MOISTURE

All weather-exposed surfaces shall have a weather-resistive barrier to protect the interior

wall covering. Such barrier shall be equal to that provided for in CBC Standard No. 17-1 for

kraft waterproof building paper or CBC Standard No. 32-1 for asphalt-saturated rag felt.

Barrier shall be free from holes and breaks other than those created by fasteners and

construction system due to attaching of the building siding, and shall be applied over studs

or sheathing or fall exterior walls. Such barrier shall be applied weather-board fashion,

lapped not less than four inches (4") at horizontal joints and not less than six inches (6) at

vertical joints.

12. WALL MATERIALS

Stucco: At all elevations to be viewed by the public (as identified on Architect's drawings)

wall materials shall be stucco, divided into three bands as shown on Architect's elevations.

The doors and windows shall be carefully integrated into the stucco to yield a good fit and

finish, with proper sealants per industry standards. These walls will have parapet walls

extending above the roof per the Architect's drawings.

Paint: Exterior and interior paint colors to be provided by Architect with approval of Client.

Minimum 3 ft by 3 ft brush-outs of all selected colors to be reviewed and approved by

Architect and Client prior to application on surfaces.

Plywood Siding: At all other exterior walls not visible from the entry (as identified on

Architect's drawings) wall materials shall be plywood panels. All plywood siding shall be APA

or comparable rated exterior type. Each panel shall be identified with the grade mark of the

grading association and shall meet the requirements of Product Standards PS 1-83. Siding

shall be 19/32" (minimum) thick with shiplap at long edges and of one (1) of the following

styles; plain, V -grooved, grooved, or reverse board and batten. Siding pattern to be

approved by Architect and County's representative. Location and alignment of joints shall be

reviewed by the Architect.

Seal all edges and ends with a heavy coat of high grade exterior house primer or an

aluminum primer formulated for wood before installation. All horizontal joints in siding must

flush and protected with a galvanized iron "z" type flashing. All vertical ship lapped joints

shall have 1/16" clearance between panels. A 3D or 4DS galvanized finish nail may be used

as a gauge between panels and left in place. Provide brush-outs for all paint colors at the

direction of the Architect for review by Architect and County's representative.

13. TRIM

All windows, corners, and door openings at plywood siding shall receive trim of a least 1" x

4" size. The roof edge shall receive at least 2" x 6" size. The trim shall be rough or re-sawn D

select DF, HF or spruce. Trim shall be sealed at all edges with silicone or architectural grade

caulking. Caulking shall be painted to match siding or trim color unless of the transparent

type. Parapet molding shall be rigid foam or approved equal.

All metal trims shall be minimum 22 gauge painted to match adjacent surfaces. Metal trims

shall be sealed using transparent caulking only.

14. CONNECTION AT GRADE

In the case of concrete foundations, the Manufacturer shall be responsible for all connections

of the building to the foundation including moisture control and termite proofing the structure

from adjacent grade/soil.

Manufacturer shall provide crawlspace venting and roof venting as applies per the California

Building Code. Refer to basis-of-design drawings.

15. ROOFING

The roofing system shall be Class A and fire retardant per CBC Standards. Test results or

calculations showing the roofing system will withstand the uplift of an 80 MPH wind and shall

be submitted with the plans and specifications.

Roofing shall be 60 mil single-ply TPO or single-ply PVC (Sika Sarnafil or equal). Roofing

product and installation shall be protected by at least a 20 year warranty. BUILT-UP ROOF

SYSTEMS ARE NOT ACCEPTABLE

Walk mats shall be provided on top of roof membrane from roof access points to HVAC units

and other areas that may require maintenance.

Design and installation of the deck and/or roof substrate shall result in the roof draining

freely. Roof shall have a minimum pitch of 1/4" per foot - see Architect's basis-of-design

drawings for roof slope. Areas where water ponds for more than 24 hours are unacceptable

and shall be corrected by Manufacturer.

A full-length gutter and down spouts shall be furnished on the side of each overhang (at

downslope sides of building) and each roof edge where drainage occurs.

Gutters/downspouts shall be galvanized steel, ASTM A924, Grade A, G90 Zinc coating,

18GA core steel. Paint gutters and downspouts with color by Architect and County's

representative.

Flashing at roof membrane shall be single-ply membrane per above specification. Metal

flashing, drip edges, copings, etc. shall be 26 gauge galvalume or equal. Installation shall be

per SMACNA industry standards.

16. FENESTRATION REQUIRMENTS - GENERAL

Exterior Windows: All window frames shall be aluminum clear anodized. Windows shall be

provided per the Architect's elevation drawings. All windows shall have a Sound

Transmission Coefficient (STC) rating of 35 or higher.

Glazing: All glazing must be dual glazed, low-e with following properties:

i.Tempered glazing as shown on Sheet A5.1.`

ii. SHGC: Maximum 32

iii. U-Factor: 48

Storefront and Storefront Door Glazing: Must meet requirements of windows as listed above.

Provide aluminum clear anodized storefront.

Interior Windows: Provide 80/40 anodized, fixed aluminum frame single-pane window units

Glazing material shall be 1/4" minimum tempered glass of clear, glare-reduced type with a

light transmission factor ranging between twelve percent (12%) and sixteen percent (16%).

Header height shall be the same as the door.

All windows shall meet the AAMA GS101-88 Voluntary Specifications for aluminum prime

windows (ANSI), commercial grade.

Skylights: Skylights shall be provided in open office areas per the Architect's drawings. They

shall be double glazed and insulated per Title-24 requirements. Skylights indicated on plans

are suggested sizes, and are for location - compliance with Title-24 requirements will

determine actual allowable sizing. Thermally efficient unit skylights, Wasco “Ecosky” or

similar. Skylights shall be mounted on standard roof curbs and flashed per industry

standards. 4'-0” x 4'-0” (nominal) skylights are minimum acceptable size.

Manufacturer may use alternate window and skylight products to the ones listed above

provided they are reviewed and approved by Architect and County Representative.

17. DOORS

Exterior Doors: Provide 80/40 anodized aluminum frame storefront-type doors with full

double-pane lights at exterior per Architectural plan and elevations.

Interior Doors: Provide stain-grade solid-core flush doors at all interior doors per Architect's

door schedule. At therapy rooms and offices, doors are to have vision lite above door lever

per door types on Architectural drawings.

Pressed Metal Frames (Reversible) Knock down or welded type per CS242 as minimum

requirements: Manufacturer's standard 16-gauge steel depth to suit wall thickness. Provide

three (3) anchors minimum per jamb and adjustable floor anchor at bottom of each jamb.

Prepare and reinforce for required hardware, including strike box and reinforcement for

closers on all frames. Sound deaden concealed faces with 1/8" thick undercoating.

Chemically treat frames for paint adhesion, and apply one (1) complete shop coat of metal

primer.

Manufacturer may use alternate door and frame products to the ones listed above provided

they are reviewed and approved by Architect and County Representative.

HARDWARE: EXTERIOR AND INTERIOR DOORS

Manufacturer to supply and install all hardware per standards below.

BUTTS:wide throw ball bearing hinge for doors requiring throw in excess of 2 13/16” as

manufactured by Hager; Stanley; McKinney; or approved equal.

1. Furnish a minimum of four butts per door. For doors over seven feet provide additional

butt for every 30” in height.

2. Unless otherwise noted or specified, the size of the butts will be determined by the

following table:

a. Hinge Height: Doors 1-3/4" thick and up to 36" wide, 4-1/2"

Doors 1-3/4" thick and 37" to 48" wide, 5"

b. Hinge Width: Provide widths sufficient to clear trim and/or veneer

projection when door swings 180 degrees.

3. Provide non-removable pins at all exterior out-swinging doors and where required by

owner for security reasons.

4. Hagar BB1168 x 626 x NRP

LOCKSETS: Locksets and Latch Sets: Schlage (Ingersoll-Rand Company). No or-equals

or substitutions allowed.

1. Locks: Schlage “D” series with Rhodes lever design in Vandlgard functions (Vandlgard

used on exterior doors ONLY).

a. Schlage D 92

b. Schlage D 93

c. Schlage D 96

2. Locks at Single-stall Staff Restrooms: Key cylinder Schlage S270PD Saturn x 626 finish

differently than the lever cylinder. (Key override cylinder for master key only).

a. Schlage S270PD Saturn x 626 finish

4. Strikes:

a. Furnish standard strikes with extended lips where required to protect trim

from being marred by latch bolt.

b. Provide strike cup in hollow metal frames.

c. Verify whether standard or ANSI cutouts are provided in metal frames.

DOOR CLOSERS: LCN (Ingersoll-Rand Company). LCN model number 4011/4111

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REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

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PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

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SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

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SPECIFICATIONS

or approved equal.

1. Door closers must be sized according to Manufacturer's recommended schedule of

sizes.

2. Supply drop plates at narrow top rail doors and parallel-arm closers at reverse bevel

doors and where doors swing a full 180 degrees.

3. Provide long-arm at doors with wide-throw hinges.

EXIT DEVICES: Not required per NFPA 101 or California Building Code.

DOOR STOPS/HOLD OPENS: TRIMCO; Glynn-Johnson; Quality; or approved equal.

1. Provide risers for exterior stops as required.

2. Overhead stops must be sized according to Manufacturer's recommendations.

3. Manufacturer to field verify whether TRIMCO model 1283-2S with 3” strike or 1283-3S

with 4” or 5” strike will be required for floor applications. Manufacturer to verify correct

strike height prior to submittal.

4. Manufacturer to field verify whether TRIMCO model 1283-4S with 3” strike or 1283-5S

with 4” or 5” strike will be required for wall applications. Manufacturer to verify correct

strike height prior to submittal.

WEATHERSTRIP: PEMKO; National Guard Products; or approved equal.

1. Jamb and Head brush-style: PEMKO model #45041CP

DOOR SWEEP: PEMKO; National Guard Products; or approved equal.

1. Surface mounted door bottom, brush-style: PEMKO model #18061CP

AUTOMATIC DOOR BOTTOM: PEMKO; National Guard Products; or approved equal.

1. Full-mortise or semi-mortise door bottom: PEMKO model #PDB411 or #PDB430.

ALUMINUM THRESHOLD: PEMKO; National Guard Products; or approved equal.

1. Half-saddle threshold at carpet interior, or approved equal. Threshold shall be

compatible with exterior door and frame, and provide proper joint at edge of vinyl

flooring or carpet.

Manufacturer may use alternate door hardware products to the ones listed above provided

they get review and approval by Architect and County's Representative.

KEYS AND KEYING

A. Permanent Key Cylinders: Schlage Primus keyways (Ingersoll-Rand Company). No

or-equals or substitutions allowed. Construction cores to be compatible with the above.

B. Key cylinder locks in accordance with the owner's instructions as shown in the

forthcoming keying schedule. Manufacturer shall provide cores, and County's Representative

will provide final keying schedule.

C. Construction blanks are to be installed on all interior doors, and construction cores are

to be installed on all exterior doors. The County will re-key all cylinders and cut all the keys.

The Manufacturer shall supply all materials.

D. Permanent cylinders to be packaged separate from permanent keys (PKI). The

permanent keys are to be delivered to the County's Representative.

E. Cylinders will be Schlage PRIMUS as directed by the hardware and/or keying

schedule. Key section for all cylinders will be “CP” (PRIMUS). The Manufacturer shall be

responsible for coordination of the Schlage Primus “Facesheet” with the hardware supplier

and County's Representative before the cylinders are ordered. It shall be the responsibility of

the Manufacturer to contact the County to obtain the Schlage Registry Number prior to

releasing Schlage cylinder order.

F. Keying schedules to be supplied by the County's Representative.

G. Construction Keying:

1. Manufacturer to furnish and install temporary construction cylinders for each phase of

work, per the construction schedule.

2. Manufacturer to install permanent cylinders (Schlage Primus) at the conclusion of the

work, per the construction schedule.

3. Manufaturer to coordinate timing of temporary construction/permanent cylinder

installation with the Construction Manager.

4. Locksets to be ordered/shipped less permanent cylinders.

H. Refer to the keying schedule for quantity of cut keys to be supplied. Package Keys

Independently (PKI). All keys to be PRIMUS # 48-053-CP.

I. Quantity of blank keys to be supplied under this contract:

1. Two Hundred (200) each PRIMUS # 35-053 (Unembossed one side).

J. Quantity of Interchangeable Core Master Keys:

1. 6 PRIMUS # 49-052 Cut Keys

2. 6 PRIMUS # 35-052 Blanks

3. 2 Construction # 48-056 Cut Keys

K.

FINISHES: Finish on hardware shall match 626 (dull chrome) unless specified otherwise.

Manufacturer shall coordinate keying and cylinders with County Representative regarding

County standards and requirements.

18. GENERAL INTERIORS REQUIREMENTS

Vinyl-covered interior wall panels shall not be used. All walls shall be gypsum board with

traditional taped and floated finishing. Drywall finish shall be Level 4 at all interior walls to

receive paint. Paint colors as selected by Architect. Interior paint shall be 'no-VOC'.

Flooring: Carpet or Vinyl flooring - see Architect's basis-of-design drawings.

Base: All base-board shall be minimum 4” high rubber - see Architect's basis-of-design

drawings.

Data Drops: Provide as indicated per Electrical specifications to serve the offices and open

office cubes space. All raceways and conduits will be provided by the Manufacturer.

Power Outlets: Refer to Sheet E0.1, Electrical Design Criteria - Modular Buildings.

Receptacles, Item E.9 for in-office power out let requirements.

Fire Alarm: provide Fire Alarm panel in wall, conduits and back boxes as necessary. All

raceways and head end equipment will be provided by the Manufacturer. See also Electrical

specifications.

Fire safety furnishings and devices, such as extinguisher cabinets, fire extinguishers, smoke

detectors, alarm notification devices, etc. shall be provided per NFPA and Fire Department

requirements. Larsen Vertical Duo-Clear stainless steel with Larsen-Loc, semi-recessed,

shall be basis of design. See also Electrical specifications.

Provide corner guards at interior corners where corridors or walkways make 90 degree turns.

See floor plan. Provide “Wallguard 2300”  90 degree vinyl corner guards with 3 inch wings,

or equal.

Manufacturer may use alternate products to the ones listed above provided they are

reviewed and approved by Architect and County Representative.

19. SUSPENDED ACOUSTICAL CEILING AND ACOUSTICAL PANELS

Ceilings that support light fixtures or grills shall have a minimum classification of Heavy Duty

per ASTM C635. Grid shall be direct hung in strict accordance with Title 21 CAC and Title 24

CAC.

Acoustical panels shall be 5/8" minimum thick, mineral fiberboard or vinyl-faced fiberglass

lay-in panels, square edge, ASTM flame spread index Class I (0-25), 24" x 48" modular size,

light reflection 75% minimum, noise reduction coefficient of 0.65 minimum. Inspect after

installation and replace exposed members showing dents or defects.

20. LIGHTING

The Manufacturer shall furnish a lighting system that complies with the following:

a) Shall incorporate LED interior lighting with illumination levels equivalent to energy

efficient electronic ballasts & 32-watt T-8 tubes.

b) Overall illumination at desk level (30" above the floor) of an average 50-foot candles.

c) The maximum brightness of lighting sources at time of installation shall not exceed

50-foot lamberts.

d) Night lighting shall be provided at exit(s), incandescent Durathon II as manufactured by

Marvin Electric Mfg. Co. or equal.

e) Exit lighting at exit doors shall be provided per current code requirements and per

requirements of the Fire Department.

Manufacturer may use alternate products to the ones listed above provided they are

reviewed and approved by Architect and County Representative.

21. PAINTING

All exposed surfaces shall be painted except aluminum window frames and thresholds.

Material shall be of the grade specified or equal. Exterior wood siding and trim - Flat latex;

Apply one coat of primer and at least one finish coat. Prime coat shall be brushed on or

sprayed and back brushed into all grooves in the siding. If necessary, in the opinion of the

inspector, an extra coat shall be applied to all grooves so that the finish coat will have a

uniform appearance. Spray coating only of prime coat is not acceptable. Allow prime coat to

dry according to Manufacturer's recommendation. Prime and finish coats shall be compatible

and manufactured by the same company. Colors to be approved by Architect and County's

Representative.

At the open areas of the building wings where there are no T-bar/lay-in tile ceilings or

gypsum board ceilings, where the structure is visible from below, the bottom side of the roof

deck, structural members, connectors, etc. are to be painted dark charcoal grey. Color to be

approved by Architect.

22. FLOOR COVERING AND BASE

Manufacturer's building modules are to be delivered with subfloor ready to receive carpet

finish on site. Carpet and vinyl flooring are to be installed once the modular building is in

place on site. This is to ensure that carpet and vinyl flooring rolls can be laid down over all

joints and no joints will be seen in the carpeting. This will also ensure that no finish flooring is

laid under interior walls.

Carpeting: Interior spaces per finish schedule shall be carpeted with the following:

A. County standard carpet tiles: Mohawk Group Structured Motion BT271, or approved

equal. Alternate roll goods: Direct glue-down type with carpet density shall be 4600

minimum. Pile yarn shall be a braided nylon. Suitable metal molding strips shall be installed

according to the Manufacturer's written instructions to protect the carpet edge at all

interfaces with other flooring. No cross seams will be allowed. Color will be selected by the

Architect after award of the bid.

Resilient Sheet Vinyl:

A. Armstrong Corlon sheet vinyl flooring or VCT flooring, or approved equal. Install per

manufacturer's instructions. Noted sheet vinyl is the minimum standard of quality acceptable.

Color is to be selected by the Architect after award of the bid.

Resilient Base: 4” Burke or equal. Color to be selected by Architect.

Adhesives: As recommended by floor covering and base manufacturer. Furnish and apply

per manufacturer's written instructions. Shall be nontoxic and water based.

Manufacturer may use alternate products to the ones listed above provided they are

reviewed and approved by Architect and County Representative.

23. INSULATION

Walls shall have a minimum component insulation rating of R-25 (U-factor 0.033), floor shall

have a minimum component insulation rating of R-25 (U-factor 0.040) and ceiling/roof shall

have a minimum component insulation rating of R-40 (U-factor 0.025). Floor insulation shall

be secured in a manner that will prevent movement of the insulation during transportation.

The insulation and support material shall be intact upon delivery to the site and shall

completely cover the floor cavity.

24. ACOUSTICAL PRIVACY

Common walls between therapy rooms, offices and other enclosed areas that require

acoustical privacy shall be separated from each other and from public areas. The wall

cavities of these common walls shall receive sound attenuation batts from floor level to roof

structure above. Owens Corning Sound Attenuation Batt Insulation shall be basis of design.

Walls to receive acoustical treatment are to be indicated on shop drawings for review by

Architect and County's Representative.

25. CASEWORK

Provide casework, counters and cabinetry in compliance with Woodwork Institute's North

American Architectural Woodwork Standards. Shop drawings and materials selections for

the above will be reviewed by the Architect and County's Representative.

26. ENERGY CONSERVATION

The building envelope shall conform with Title 24 CAC, Building Standards, Part 6 energy

conservation regulations.

27. RESTROOM ACCESSORIES

Provide restroom accessories as indicated below, or approved equals:

Paper Towel Dispenser: Bobrick B-262

Soap Dispenser: GOJO FMX-12

Toilet Paper Dispenser: Bobrick B-2888

Toilet Seat Cover Dispenser: Bobrick B221

42” SS Grab Bar: Bobrick B6806x42

24” SS Grab Bar: Bobrick B6806x24

Mirror (18”x36” SS Channel Framed): Bobrick B-290 1836

All restroom accessories shall be installed according to mounting requirements per the 2016

California Building Code. Refer also to “Accessory Mounting Heights” Sheet A4.1

basis-of-design documents.

28. ROOM SIGNAGE

The Manufacturer is to provide and install signage for all rooms indicating the name of that

room and accessibility signage for restrooms. The Manufacturer shall coordinate with the

County's Representative regarding products, colors, locations, text, and installation.

 Manufacturer shall prepare an interior signage schedule, product submittal and signage

installation plan for review and approval by the County's Representative. All signage shall be

manufactured and mounted per requirements of 2016 California Building Code and local Fire

Marshal.

29. VOICE AND DATA WIRING SCOPE

Manufacturer is to install all conduit and J-boxes, but wiring for voice and data is to be by

Site Component General Contractor.

30. FREE-STANDING ENTRY CANOPY

The free-standing entry canopy shall be “Poligon” Gable Roof Rectangle shelter REK, or

equal; with eave heights, spans and overhangs as shown on the drawings. Alternate

products for entry canopy may be considered with review and approval of the Architect and

County's Representative.

31. NOTE REGARDING ELECTRICAL PANELS:

It is anticipated that only one electrical panel will be supplied by an electrical contractor

under the Site Component General Contractor, separate from the modular building

manufacturer: the “Mech. Panel”. It is anticipated that the rest of the panels will be supplied

by the Modular Building Manufacturer as part of the building as noted on Detail #2 of the

Single Line Diagram on Sheet E2.0. Manufacturer shall provide connections and feeder to

each panel.  At this time the number of electrical modular panels is not known - this is to be

determined by Manufacturer.  Please also note the switchboard will require a distribution

section (or sections) depending on the number of electrical panels required.

BUILDING CODE:THE STRUCTURAL DESIGN AND CONSTRUCTION OF THE BUILDING, FREE-STANDING ENTRY CANOPY, AND FOUNDATIONSYSTEMS SHALL COMPLY WITH THE 2016 CALIFORNIA BUILDING CODE, INCLUDING ALL AMENDMENTS. ALL STANDARDSUSED SHALL BE THE LATEST VERSION APPROVED BY THE AUTHORITY HAVING JURISDICTION ON THE DATE OF THE PERMITISSUANCE.

GEOTECHNICAL REPORT:THE DESIGN OF THE BUILDING, FREE-STANDING ENTRY CANOPY, AND FOUNDATION SYSTEMS SHALL COMPLY WITH THEREQUIREMENTS AND RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.

DESIGN DEAD LOADS:DEAD LOADS AND CORRESPONDING SEISMIC MASSES SHALL INCORPORATE ALL PERMANENT CONSTRUCTION MATERIALS,FINISHES, AND EQUIPMENT, AND SHALL INCLUDE AN ALLOWANCE FOR AT LEAST ONE RE-ROOF ON TOP OF THE ORIGINALROOFING.

DESIGN LIVE LOADS:ROOF AND FLOOR LIVE LOADS SHALL NOT BE LESS THAN THOSE REQUIRED BY THE BUILDING CODE.

GRAVITY SYSTEM:THE DESIGN OF THE GRAVITY-LOAD-RESISTING ELEMENTS SHALL COMPLY WITH THE BUILDING CODE. STRUCTURALMEMBER LOCATIONS AND SIZES SHALL BE COORDINATED WITH THE INTENDED BUILDING PROGRAMMING ANDFUNCTIONS.

LATERAL SYSTEM:THE DESIGN OF THE LATERAL-LOAD-RESISTING ELEMENTS SHALL COMPLY WITH THE BUILDING CODE AND SHALL BEDESIGNED TO RESIST BOTH WIND AND SEISMIC FORCES, INCLUDING CONSIDERATION OF STRUCTURAL IRREGULARITIESAND ALLOWABLE STRUCTURAL SYSTEMS VS. THE SITE'S SEISMIC DESIGN CATEGORY. STRUCTURAL MEMBER LOCATIONSAND SIZES SHALL BE COORDINATED WITH THE INTENDED BUILDING PROGRAMMING AND FUNCTIONS.

FLOOR STIFFNESS AND VIBRATION CHARACTERISTICS:THE STIFFNESS OF THE FLOORS SHALL COMPLY WITH THE DEFLECTION LIMITATIONS IN THE BUILDING CODE. THE FLOORSSHALL ALSO BE DESIGNED WITH A VIBRATION PERFORMANCE EXPECTED TO ENSURE COMFORT OF THE HUMANOCCUPANTS AND ACCOMMODATE SENSITIVE EQUIPMENT, IF ANY. COMPLIANCE WITH THE PROCEDURES ANDRECOMMENDATIONS IN AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STEEL DESIGN GUIDE 11 “VIBRATIONS OFSTEEL-FRAMED STRUCTURAL SYSTEMS DUE TO HUMAN ACTIVITY”, SECOND EDITION, SHALL BE CONSIDERED ACCEPTABLE.

STRUCTURAL SPECIFICATIONS

RESPONSIBILITY CHART

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SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

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ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

JOB NO: 17001

PROJECT CODE: SCPW-01

DRAWN BY: JM

CHECKED BY: DR

© 2016

APPROVAL STAMP:

DATE

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

5300 SOQUEL AVENUE, SUITE 101,

SANTA CRUZ, CA 95062

TEL (831) 426-5313

FAX (831) 426-1763

www.iflandengineers.com

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6/6/17- BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

SET

B - S

ITE

COM

PON

ENT

X X X

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

JOB NO: 17001

PROJECT CODE: SCPW-01

DRAWN BY: JM

CHECKED BY: DR

© 2016

APPROVAL STAMP:

DATE

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

5300 SOQUEL AVENUE, SUITE 101,

SANTA CRUZ, CA 95062

TEL (831) 426-5313

FAX (831) 426-1763

www.iflandengineers.com

SAN

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6/6/17- BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

SET

B - S

ITE

COM

PON

ENT

(N) TRASHENCLOSURE

(E) STAFFPATIO

NO PA

RKIN

G

(N) BEHAVIORALHEALTH OFFICE

BUILDING13,031 SF

(E) MECHENCL

5

1

10

39

2

4

4

8

1

12

12A1.3

1

4

13

14

12

A1.41

BIOSWALE602 SF

BIOSWALE263 SF

BIOSWALE500 SF

STAFF PATIO

CHILDREN'SPATIO

16

17

4'-0" TYP.

2'-0"

1

17

17 4

171

17'-5"

11'-0

"

10'-0"

18'-0

"

4'-0

"

4'-9"

4'-6"

6'-5" 6'-6"

9'-0"TYP.

9'-0"

5 (N) PARKING SPOTS @ 9'-0" = 45'-0"

8'-0" 9'-0" 9'-0"

18'-0

"

6

AREA OFREFUGE

LIMIT OF WORK

A1.1

SITE PLAN

1 SITE PLAN SCALE : 1/16''=1'-0"

A-Site

NORTH

GENERAL NOTES1. BUILDING FOUNDATIONS ARE INCLUDED IN THIS CONTRACT

2. REFER TO SPECIFICATIONS FOR REQUIRED FINISHES

3. EXISTING TREES TO BE PROTECTED DURING CONSTRUCTION

4. GRADES AT PAVING ARE TO COMPLY WITH CALIFORNIA BUILDING CODE.SLOPES AT ACCESSIBLE ROUTE ARE NOT TO EXCEED 2% SLOPE.

5. ALL FENCING AND GATES ARE INCLUDED IN AA #1

LEGEND

SHEET NOTES(N) CONCRETE WALKWAY - SEE CIVIL

(N) ACCESSIBLE PARKING SIGN, TYP - SEE 3/A1.32

(N) BENCH SEATING3

(N) METAL SECURITY GATES, TYP. SECURITY ACCESS KEYPAD AND/ORCARD READER BY OWNER - PROVIDE POWER PER ELECTRICAL SPECS& DRAWINGS

4

(N) CANOPY OVERHANG, BY GENERAL CONTRACTOR5

(E) TREES TO REMAIN6

(E) PARKING, TYP.7

(N) PARKING, SEE CIVIL8

CHILDREN'S ENTRANCE9

1

ADULT ENTRANCE10

(N) 6" CONC. CURB - SEE CIVIL11

(N) CAST CONC. BENCH, TYP. - SEE SPECS12

(N) DECORATIVE FENCE AND SECURITY GATE13

(N) MONUMENT ENTRY SIGN BY OWNER - N.I.C.14

CONCRETE CONSTRUCTION JOINT, TYP. SEE 5/A1.315

ACCESSIBLE PATH OF TRAVEL (P.O.T.) AS INDICATED, IS A COMMON,BARRIER-FREE, FIRM AND SMOOTH ACCESS ROUTE WITHOUT ANY ABRUPTVERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE.PASSING SPACES (1133B.7.1) AT LEAST 60" X 60" ARE LOCATED NOT MORETHAN 200' APART. PARTS OF P.O.T.WITH CONTINUOUS GRADIENTS HAVE60" LEVEL AREAS (1133B.7.5) NOT MORE THAN 400' APART. THECROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE INTHE DIRECTION OTTRAVEL AND IS LESS THAN 5% UNLESS OTHERWISE INDICATED. (POT) SHALLBE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM(1133B.8.2) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTIONFROM WALL AND ABOVE 27" AND LESS THAN 80" (1133B.8.6)

LEGEND:

ACCESSIBLE PATH OF TRAVEL

(N) 3'-0" HIGH CMU WALL AROUND CHILDREN'S PATIO16

(N) 6'-0" HIGH SECURITY FENCE - CHAINLINK WITH VINYL SLATS FORPRIVACY17

LANDSCAPED AREA - SEE LANDSCAPE DRAWINGS

(N) CONC SIDEWALK - GRADE PER CIVIL

(N) ASPHALT - GRADE PER CIVIL

(N) PAVERS - SEE CIVIL AND SPECIFICATIONS

CONCRETE WALKWAY TO BE PROVIDED IN BASE BID.ADDITIONAL IS COVERED IN ADD ALTERNATE # 2

(N) BIOSWALE AREA - SEE CIVIL

RE-USE EXISTING CHAINLINK FENCE - REPAIR AS NECESSARY18

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ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

THIS SHEET INCLUDED FOR REFERENCE ONLY

16'-0

1 4"11

'-10"

11'-1

0"9'

-8"

10'-8

"

64'-0"

88'-6

"60

'-0"

106'-1"

60'-0

"

28'-734"

2

1 1

9

A B

A

3

4

5

6

7

8

2

9

3

4

5

6

7

8

C D E F G H J K L

B C D E F G H J K L

1A3.2

2A3.2

101RECEPTION

102WAITING

ADULT

156WAITING

CHILD

103WC

104STAFF DEV

105COLLAB.

106CLINIC MGR

107SUPER

108PSYCH

111OFFICE

THERAPIST112

INJECT113

EXAM

115NURSE

117THERAPY

119BH ADMIN

120IBH

124CONFERENCE

109PSYCH

110PSYCH

114EXAM

116OFFICE

THERAPIST118

THERAPY

121IBH

122CASE MGR.

123CASE MGR.

126WC

125WC

127CRISIS

ACCESS

129IBH

130IBH

128CASE MGR.

155WC

154WC

132STAFF BREAK

150SUPER

135IT ROOM

136CRISIS

ACCESS

133PLAY ROOM

137FAMILY THERAPY

138FAMILY THERAPY

139THERAPY

140THERAPY

141THERAPY

142PSYCH

143PSYCH

144ART THERAPY

149THERAPIST

148THERAPIST

147THERAPIST

145PLAY ROOM

146COLLAB.

152THERAPY

153OFFICE

THERAPIST

151OFFICE

THERAPIST

134NURSE

8'-834"

12'-5

"

16'-7" 15'-7" 10'-012"13'-71

2"

8'-8"

10'-012" 10'-01

2" 10'-012" 11'-5"

5'-0

"

5'-114"

4'-0"

10'-6

"

11'-9

3 4"10

'-83 4"

5'-3

3 4"10

'-61 2"

21'-1

1 2"

16'-1

01 4"12

'-0"

12'-0

"12

'-0"

15'-0

"11

'-1"

9'-6

3 4"

17'-734" 13'-8" 14'-43

4"

2'-934"

15'-6"

4'-1

"13

'-3"

12'-0

"12

'-0"

12'-0

"12

'-11"

9'-4" 9'-0"

27'-0"

17'-9

1 2"12

'-33 4"

12'-9

3 4"

12'-6

1 2"

7'-0

"

11'-1"12'-6"

11'-7"

18'-1034"5'-0"15'-13

4"8'-1"7'-334"

5'-0

"12

'-81 2"

11'-314" 11'-91

2" 15'-514"

5'-0

"8'

-11 2"

8'-1

01 4"

11'-3

"

9'-2

1 2"

15'-6

"

17'-10"

18'-1

13 4"

1A4.1D

C

B

A

3A4.1

C

B

2A4.1D

C

B

A

4A4.1D

C

B

A

6A4.1 B

A

5A4.1 B

159OFFICE

CHILD OPEN

158OFFICE

ADULT OPEN

157JANITOR

160HALLWAY

131DATA/PRINT

D D D

C

C

C

C

C

CCCCCCCCC

C

C

C

C

C

C

C

C

C

C

FH H

E

G

A

A

B

B

BB

A

FA

H

A2

A2A2A2A2

A1

A1

A1

A2 A1

A2

C

D

D

D

D

D

D

D

E

B2

CDC

C

C

C

C

C C

C

C

C C C

C C CC

C

C

A1

D

C

C

C

C

C

CC

C

C C CC C

C

C C

C C

C

C

C

C

C

CC

C

B

B1

J

D

D

C

9

3

5

8

3

5

3

7

8

8

6

88

9

1

3

9

1'-0"

3

5

A1

16'-0

"

4

11

2

8

8

45'-0"

18'-0

"

4

3'-2

1 2" 6'-0

"6'

-0"

2'-0"

1'-0"

2"

1'-0

"

C

12

2

1 1

9

A B

A

3

4

5

6

7

8

2

9

3

4

5

6

7

8

C D E F G H J K L

B C D E F G H J K L

1A3.2

2A3.2

A2.1

FLOOR PLAN

1 FLOOR PLAN SCALE : 1/8''=1'-0"

A-FLR1

NORTH

VENTILATIONUNDERFLOOR VENTILATION CALCULATION:

1 SF AREA OF VENTILATION PER 150 SF OF CRAWL SPACE AREA

CRAWL SPACE AREA = 12,710 SF

12,710 / 150 = 84.733 = 85 SF OF VENTILATION REQUIRED

PER C.B.C. SECT 1203.4.2.2:

THE TOTAL AREA OF VENTILATION OPENINGS IS PERMITTED TO BE REDUCEDTO 1

1500 OF THE UNDERFLOOR AREA WHERE THE GROUND SURFACE ISCOVERED WITH A CLASS I VAPOR RETARDER MATERIAL AND THE REQUIREDOPENINGS ARE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THESPACE. THE INSTALLATION OF OPERABLE LOUVERS SHALL NOT BEPROHIBITED.

1. (N) FREE-STANDING ENTRY CANOPY, BY GENERAL CONTRACTOR2. (N) BENCH SEATING - N.I.C3. OFFICE WALLS TO STRUCTURE ABOVE, WITH ACOUSTICAL INSULATION

BATTS

KEYNOTES

4. WALK-OFF MAT ON SUBFLOOR - CARPET 25. OPEN OFFICE CUBICLES - N.I.C.6. (N) CASEWORK - SEE A4.17. 12" DEEP ALCOVE FOR WALL-MOUNTED TV - PROVIDE BLOCKING FOR

SUPPORT8. PROVIDE SECURITY HARDWARE - CARD READER9. PROVIDE CORNER GUARDS AT EXPOSED CORNERS AND AT PASSAGEWAYS10. DOWNSPOUT LOCATION - VERIFY WITH ARCHITECT PRIOR TO LOCATING -

REFER TO A2.411. 6'-0" x 6'-0" PLAY AREA FOR KIDS - CONTRASTING VINYL FLOORING12. ACCESSIBLE HI-LO DRINKING FOUNTAIN - SEE DETAIL 9/A4.1

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ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

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MPO

NEN

T

2

1 1

9

A B

A

3

4

5

6

7

8

2

9

3

4

5

6

7

8

C D E F G H J K L

B C D E F G H J K L

1A3.2

2A3.2

2

1 1

9

A B

A

3

4

5

6

7

8

2

9

3

4

5

6

7

8

C D E F G H J K L

B C D E F G H J K L

1A3.2

2A3.2

9'-0"

10'-0"

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

9'-0"

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

9'-0"

9'-0"

9'-0" 9'-0"

10'-0"

10'-0"9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

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

9'-0"

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

9'-0"

9'-0"

9'-0" 9'-0"

9'-0"

9'-0"

9'-0" 9'-0"

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

9'-0"

9'-0" 9'-0"

9'-0"

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

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"9'-0"

9'-0"

10'-0"

9'-0"

9'-0"

9'-0"

9'-0"

SKYLIGHT,TYP.

9'-0"

10'-0"

A2.3

REFLECTED CEILINGPLAN

1 REFLECTED CEILING PLAN SCALE : 1/8''=1'-0"

A-RCP

LEGENDGYPSUM BOARD CEILING @ 9'-0" U.N.O.

24" x 24" CEILING GRID AND TILES @ 9'-0" U.N.O.

NOTES:

1. ALL OTHER AREAS TO BE CLEAR TO UNDERSIDE OF STRUCTURE/INSULATION U.N.O. - SEE SPECIFICATIONS

2. MODULAR MANUFACTURER TO PROVIDE LIGHTING AND VENTILATIONLAYOUT TO ARCHITECT FOR REVIEW PRIOR TO MANUFACTURING - REFER TOSPECIFICATIONS

INDICATES POSITION OF 4'-0" x 2'-0" LIGHTING FIXTURE -SEE ELECTRICAL SPECIFICATIONS

INDICATES POSITION OF 2'-0" x 2'-0" LIGHTING FIXTURE -SEE ELECTRICAL SPECIFICATIONS

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ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

106'-1"

61'-0

"

88'-6

"61

'-0"

64'-0"

4'-9" 18'-10" 11'-912" 11'-91

2"

16'-0

"15

'-23 4"

4'-3

"

13'-0

1 4"

SLOPE DOWN

SLOPE DOWN

SLOPE DOWN

SLO

PE D

OW

N

SLO

PE D

OW

N

SLO

PE D

OW

N

2

1

1

1

1

1

3

5

5

4

4

4

A2.4

ROOF PLAN

1 ROOF PLAN SCALE : 1/8''=1'-0"

A-FLR1

1. (N) SKYLIGHTS TO ME MOUNTED ON 8" MIN. HIGH CURB AND FLASHEDPER INDUSTRY STANDARDS

2. LINE OF ENTRY CANOPY ABOVE3. PARAPET AT EDGE OF LOW PITCH ROOF

KEYNOTES

4. RAINWATER LEADER, TYP - SEE CIVIL FOR CONNECTIONS

5. PARAPET, TYP AT FRONT SIDES OF BUILDING - SEE ELEVATIONS

GENERAL NOTESDESIGN OF THE ROOF SLOPES, CRICKETS AND CURBS IS TO BE THERESPONSIBILITY OF THE BUILDING MANUFACTURER.

SHOP DRAWINGS SHOULD BE SUBMITTED TO THE CLIENT AND ARCHITECTFOR REVIEW AND APPROVAL PRIOR TO MANUFACTURING

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NEN

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ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

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MPO

NEN

T

9'-0

"

15'-0

"

2'-6

"

12" 12

13'-6

"

10'-0

"

PAINTED, SCOREDSTUCCO FINISH, TYP.AT MIDWALL BAND

PARAPET W/FOAM MOULDING

PAINTED STUCCOFINISH, TYP.

PRE-ENGINEERED METALFRAME ENTRY CANOPY WITHINDIRECT ENTRY LIGHTING(BID ALTERNATE) BY SITECOMPONENT CONTRACTOR

16'-0

"

CERAMIC TILE ARTINSTALLATION ONCEMENT BACKER BOARD

PAINTED STUCCOFINISH, TYP.

PAINTED STUCCOFINISH, TYP.

412

CAST CONCRETE BENCH

12'-6

"

2'-6

" A.F

.F.

15'-0

"9'

-0" A

.F.F

.

11'-4

" ±

24'-5

1 4"

8"1'

-0"

12'-6

"

9'-0

"

PRE-ENGINEERED METALFRAME ENTRY CANOPY WITHINDIRECT ENTRY LIGHTING(BID ALTERNATE) BY SITECOMPONENT CONTRACTOR

11'-4

" ±

PAINTEDPLYWOODPANEL SIDING

12"12

9'-0

" A.F

.F.

2'-6

" A.F

.F.

412

PLYWOODPANEL SIDING

MONO-PITCHROOF BYMANUFACTURER

PARAPET BEYOND

ALUMINUM FRAMEDUAL PANE WINDOWS

GI GUTTER ANDDOWNSPOUTS, TYP.

12"

12

GENERAL NOTES:1. EXTERIOR PAINT COLORS AS SELECTED BY THE ARCHITECT. BRUSH-OUTS TO BE PROVIDED TO

ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO APPLYING PAINT.

2. CERAMIC TILE MURAL TO BE DESIGNED UNDER DIRECTION OF ARCHITECT.

3. SCORED HORIZONTAL STUCCO TO HAVE 34" JOINTS AT 4" O.C. VERTICAL

A3.1

EXTERIORELEVATIONS

1 WEST ELEVATION SCALE : 1/8" = 1'-0"

A-ELEV

2 SOUTH ELEVATION SCALE : 1/8" = 1'-0"

A-ELEV

3 EAST ELEVATION SCALE : 1/8" = 1'-0"

A-ELEV

4 NORTH ELEVATION SCALE : 1/8" = 1'-0"

A-ELEV

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

12"

12

11'-4

" ±15'-9

" ±

9'-0

"

412

ROOF STRUCTURE BYMODULARMANUFACTURER, TYP.

T-BAR CEILING - SEEA2.3 FOR LOCATIONS

3'-0

" TYP

.

THICKENED COLUMNBASE, TYP OF 4

12"

12

11'-4

" ±

ROOF STRUCTURE BYMODULARMANUFACTURER, TYP.

FOUNDATION, BY MODULARMANUFACTURER

13'-6

"

12'-6

"

PRE-ENGINEERED METALFRAME ENTRY CANOPY WITHINDIRECT ENTRY LIGHTING(BID ALTERNATE) BY SITECOMPONENT CONTRACTOR

A3.2

SECTIONS

1 BUILDING SECTION SCALE : 1/8''=1'-0"

A-FLR1

2 BUILDING SECTION SCALE : 1/8''=1'-0"

A-FLR1

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

3 23

21

1

10'-0

"

11'-0

"

10'-0

"

11'-0

"

10'-0

"

11'-0

"

2'-0" 2'-0"

10'-0

"

11'-0

"

2'-0" 2'-0"

11'-0

"

3'-6

"

2'-6

"

1

2

2'-6

"

3'-6

"

10'-0

"

10'-0

"

11'-0

"

2'-0"

10'-0

"

10'-0

"

7'-0

"

4'-6

"

4'-0" 4'-0"2'-434"

1'-6"TYP

2'-6

" TYP

.

3

2

12

5

4

8

6

7

11

9

12

18

41

17

3

2

13 2'-6

"

3'-6

"

10'-0

"

9'-0

"

1'-6"

9'-0

"

40" M

AX.6'

-3"

(N) FRIDGE BYOWNER

13

16

13

14

159'-0

"

10'-0

"

9'-0

"

9'-0

"

2'-1

0"

2'-8

"

10

A4.1

INTERIORELEVATIONS

1 CHILD WAITING AREA SCALE : 1/4''=1'-0"

A-intelev

2 ADULT WAITING AREA SCALE : 1/4''=1'-0"

A-intelev

3 RECEPTION SCALE : 1/4''=1'-0"

A-intelev 4 TYPICAL RESTROOM SCALE : 1/4''=1'-0"

A-intelev

5 CONFERENCE ROOM SCALE : 1/4''=1'-0"

A-intelev 6 STAFF BREAKROOM SCALE : 1/4''=1'-0"

A-intelev

ELEVATION AELEVATION D ELEVATION B ELEVATION C

ELEVATION AELEVATION D ELEVATION B ELEVATION C

ELEVATION B ELEVATION C ELEVATION D ELEVATION A ELEVATION B ELEVATION C

ELEVATION B ELEVATION A ELEVATION B

KEYNOTESBASE - SEE SPECS AND SCHEDULE A5.1

RECEPTION DESK

ACCESSIBLE HEIGHT COUNTER - DETAIL PER 2017 CBC

FLOOR MOUNTED TANK TYPE WC, TYP. - SEE MECH SPECS

PAPER TOWEL DISPENSER AND TRASH COMBO UNIT - MOUNTED IN WALL, TYP.

WALL MOUNTED MIRROR

LAVATORY SINK, WALL MOUNTED, TYP.

WALL MOUNTED SOAP DISPENSER, BY OWNER, TYP.

LOUVRE IN DOOR PROVIDING ADEQUATE AIRFLOW PER 2016 CBC

ACCESSIBLE SINK

BABY CHANGING TABLE, TYP.

ALUMINUM GRAB BARS, TYP PER 2016 CBC

BASE CABINETS WITH ADJUSTABLE SHELVES, TYP.

UPPER CABINETS WITH ADJUSTABLE SHELVES, TYP.

6" HIGH BACKSPLASH, TYP.

PROVIDE BLOCKING FOR WALL MOUNTED TV BY OWNER

SANITARY NAPKIN DISPOSAL

TOILET SEAT COVER DISPENSER

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

8ACCESSIBLE FIXTUREMOUNTING HEIGHTS

7ACCESSORY MOUNTINGHEIGHTS

9

-

L

C

L

C

9DRINKING FOUNTAIN

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

ROOMNO. ROOM DESCRIPTION FLOOR

MAT'L COL

BASEREMARKS

MAT'L COL

SCHEDULE OF FINISHES

101 RECEPTION

FINISH BOARD MATERIALWALL FINISH

PAINT

NORTH EAST SOUTH WEST

102

103

104

105

106

107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

143

144

145

146

147

148

149

150

151

152

153

154

ADULT WAITING

WC

STAFF DEVELOPMENT

COLLABORATION

CLINIC MGR

SUPER

PSYCH

PSYCH

PSYCH

THERAPIST OFFICE

INJECT

EXAM

EXAM

NURSE

THERAPIST OFFICE

THERAPY

THERAPY

BH ADMIN

IBH

IBH

CASE MANAGER

CASE MANAGER

CONFERENCE

WC

WC

ACCESS CRISIS

CASE MANAGER

IBH

IBH

DATA/PRINT

STAFF BREAK

PLAYROOM

NURSE

IT ROOM

ACCESS CRISIS

FAMILY THERAPY

FAMILY THERAPY

THERAPY

THERAPY

THERAPY

PSYCH

PSYCH

ART THERAPY

PLAY ROOM

COLLAB.

THERAPIST

THERAPIST

THERAPIST

SUPER

THERAPIST OFFICE

THERAPY

THERAPIST OFFICE

WC

155 WC

PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTVIN/CPT2 RBR

156 CHILD WAITING PAINT PAINT PAINT PAINTVIN/CPT2 RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTVIN RBR

VIN RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

VIN RBR

VIN RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTVIN RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

PAINT PAINT PAINT PAINTCPT RBR

VIN RBR

VIN RBR

CEILING

MAT'L COL

T-BAR/GYP

T-BAR/GYP

GYPFRP

FRP

FRP

FRP

FRP

GYP

GYP

GYP

GYP

T-BAR

OPEN

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR/GYP

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

OPEN

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR

T-BAR/GYP

157 JANITOR VIN RBR GYP

158 ADULT OPEN OFFICE PAINT PAINT PAINT PAINTCPT RBR OPEN

159 CHILD OPEN OFFICE PAINT PAINT PAINT PAINTCPT RBR OPEN

FRP

NON CONDUCTIVE FLOORING

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

CPT 2 @ WALK-OFF MAT AT ENTRY

CPT 2 @ WALK-OFF MAT AT ENTRY

10'-0

"

A1

A

A2

B1 B2

C

D

E F G

B C D

H

E

11'-0"

6'-4"

6'-0"3'-0" 3'-0" 3'-0" 3'-0" 3'-0" TO FIT

7'-0

"

7'-0

"

7'-0

"

7'-0

"

7'-0

"

2'-6

"

1'-6"

2'-6" 6'-0" 2'-6"

6'-0" 6'-0"

6'-6

"

7'-4"

6'-6

"

4'-0"

2'-0

"

2'-0

"

3'-0"

6'-6

"

9'-0

" 10'-0

"

6'-4"

3'-0

"

2'-0

"

9'-0

"

3'-4"

3'-0

"

4'-0"2'-0" 4'-0" 2'-0"

SLIDINGDOORS

5" x 20" TEMPEREDGLASS VISION LITE

AUTOMATIC DOORBOTTOMS AT THERAPYROOMS AND OFFICES

3'-1

0"

1 WINDOW TYPES 3/8" = 1'-0"

1 DOOR TYPES 3/8" = 1'-0"

A5.1

SCHEDULES

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

CONDUIT - HOME RUN TO PANEL, TERMINAL

CABINET, ETC. RUNS MARKED WITH

CROSSHATCHES INDICATE NUMBER OF #12

AWG WIRES. WHEN MORE THAN TWO. SIZE

CONDUIT ACCORDING TO SPECIFICATIONS

AND APPLICABLE CODE. CROSS HATCHES

WITH NUMBER ADJACENT INDICATES WIRE

SIZE OTHER THAN #12AWG.

ABBREVIATIONS

WHICH DO NOT APPEAR ON THE PLANS.

SYMBOLS & ABBREV. SHOWN ARE FOR GENERAL USE DISREGARD THOSE

ELECTRICAL SYMBOLS

JUNCTION BOX

CONDUIT ONLY

DISTRIBUTION

FIRE ALARM CONTROL PANEL

CIRCUIT BREAKER

EXISTING TO REMAIN

DIST

EQUIPMENT

GROUND

IC

JB

(E)

GND

FACP

EQUIP

INTERCOM

BREAKER

CONDUIT

CIRCUIT

AMPERE

CO

A

C

CB

CKT

BKR

PER EQUIPMENT MFGR'S NAMEPLATE

GROUND ROD

TRANSFORMER - SEE SINGLE LINE FOR SIZE.

NORMALLY OPENED CONTACT

NORMALLY CLOSED CONTACT

GROUND ROD WITH GROUNDWELL BOX

CIRCUIT BREAKER

PULLBOX

2

E1

2

2

1

JUNCTION BOX - CEILING OR WALL MOUNTED,

PANELBOARD - FLUSH MOUNTED

PANELBOARD - SURFACE MOUNTED

EQUIPMENT PANEL - SURFACE MOUNTED

EQUIPMENT PANEL - FLUSH MOUNTED

METER W/ CURRENT TRANSFORMER

MOTOR CONNECTION

FUSED DISCONNECT SWITCH. FUSED

NON-FUSED DISCONNECT SWITCH

WITH DUAL-ELEMENT FUSES SIZED

SIZE PER CODE, TAPE AND TAG WIRES

M

J

NOT TO SCALE

SWITCHBOARD

UNLESS OTHERWISE NOTED

NOT IN CONTRACT

WEATHERPROOFWP

V

W

UON

TYP

SWBD

VOLT

WATT

TYPICAL

PB

(N)

NTS

NIC

MTD

REQD

NEW

MOUNTED

REQUIRED

PULL BOX

INDICATES QUANTITY OF TELEPHONE OUTLETS

NOTE ON SAME SHEET.

INDICATES QUANTITY OF DATA OUTLETS

DETAIL OR SECTION DESIGNATION.

SEE ASSOCIATED NOTE ON SAME DETAIL

DETAIL NOTE REFERENCE SYMBOL

SEE ASSOCIATED NOTE ON SAME SHEET.

SHEET NOTE REFERENCE SYMBOL;

SCHEDULE SYMBOL; SEE ASSOCIATED

SURFACE METAL OR NONMETALLIC RACEWAY

CONDUIT - CONCEALED IN WALLS OR CEILING.

CONDUIT CONTINUATION.

CAPPED CONDUIT. STUB-OUT

CONDUIT - BELOW SLAB OR

UNDERGROUND: 3/4"MIN.

CONDUIT - EXISTING WITH NEW CABLING

FLEX CONDUIT WITH CONNECTION.

CONDUIT - UP.

CONDUIT - DOWN.

H.V. HIGH VOLTAGE

SHEET INDEX

DATA WALL OUTLET

KINTRUSION ALARM KEY PAD

MS

INTRUSION ALARM MOTION SENSOR

APPLICABLE CODES & STANDARDS

E1.0A SYMBOLS AND ABBREVIATIONS, CODES, STANDARDS, SITE PLAN.

E2.0A ELECTRICAL DESIGN CRITERIA.

E3.0A ELECTRICAL DETAILS.

E1.0A

SYMBOLS AND

ABBREVIATIONS,

CODES, STANDARDS,

SITE PLAN

20' 0' 10' 20'

NORTH

SITE PLAN

1

SCALE: 1" = 20'-0"

CODES:

1. 2016 CALIFORNIA ADMINISTRATIVE CODE C.C.R., TITLE 24, PART 1.

2. 2016 CALIFORNIA BUILDING CODE (CBC) C.C.R., TITLE 24, VOL. 1 & 2 BASED ON

THE 2015 INTERNATIONAL BUILDING CODE (IBC) WITH CALIFORNIA

AMENDMENTS.

3. 2016 CALIFORNIA RESIDENTIAL CODE C.C.R., TITLE 24, PART 2.5 BASED ON THE

2015 INTERNATIONAL RESIDENTIAL CODE WITH CALIFORNIA AMENDMENTS.

4. 2016 CALIFORNIA ELECTRICAL CODE (CEC) C.C.R., TITLE 24, PART 3 BASED ON

THE 2014 NATIONAL ELECTRICAL CODE (NEC) WITH CALIFORNIA AMENDMENTS.

5. 2016 CALIFORNIA MECHANICAL CODE (CMC) C.C.R., TITLE 24, PART 4 BASED ON

THE 2015 UNIFORM MECHANICAL CODE (UMC) WITH CALIFORNIA AMENDMENTS.

6. 2016 CALIFORNIA PLUMBING CODE (CPC) C.C.R., TITLE 24, PART 5 BASED ON

THE 2015 UNIFORM PLUMBING CODE (UPC) WITH CALIFORNIA AMENDMENTS.

7. 2016 CALIFORNIA ENERGY CODE C.C.R., TITLE 24, PART 6.

8. 2016 CALIFORNIA FIRE CODE (CFC) C.C.R., TITLE 24, PART 9 BASED ON THE 2015

INTERNATIONAL FIRE CODE (IFC) WITH CALIFORNIA AMENDMENTS.

9. 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE C.C.R., TITLE 24, PART 11.

10. 2016 CALIFORNIA REFERENCED STANDARDS CODE C.C.R., TITLE 24, PART 12.

11. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.

12. NATIONAL FIRE ALARM CODE (NFPA 72) 2016.

13. COUNTY OF SANTA CRUZ ORDINANCES, CODES AND REGULATIONS.

STANDARDS:

1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

2. ELECTRONICS INDUSTRIES ASSOCIATION (EIA)

3. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

5. NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

6. UNDERWRITER LABORATORIES (UL)

7. CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (CAL/OSHA)

60 Garden Court Suite 210 Monterey, CA 93940

T.831.646.3330 F.831.646.3336 www.acemb.com

Project No.

ONTEREY

NGINEERS

ONSULTING

E

M

URUM A C

AY, INC.B

16237.01

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

(N) BEHAVIORALHEALTH OFFICE

BUILDING13,007 SF

BIOSWALE639 SF

BIOSWALE263 SF

BIOSWALE500 SF

STAFF PATIO

CHILDREN'SPATIO

APPROX. LOCATION

OF MDF ROOM

1

E3.0A

SEE SHEET E2.0A FOR MODULAR

BUILDING ELECTRICAL DESIGN CRITERIA

E2.0A

ELECTRICAL DESIGN

CRITERIA

60 Garden Court Suite 210 Monterey, CA 93940

T.831.646.3330 F.831.646.3336 www.acemb.com

Project No.

ONTEREY

NGINEERS

ONSULTING

E

M

URUM A C

AY, INC.B

16237.01

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

NEN

T

ELECTRICAL DESIGN CRITERIA - MODULAR BUILDINGS

A. GENERAL REQUIREMENTS

1. THE DESIGN CRITERIA AND PERFORMANCE REQUIREMENTS REFLECT THE

OWNER'S REQUIREMENTS. THE DESIGN SUBMITTAL SHALL CONFORM TO

THESE ELECTRICAL CRITERIA.

2. THE DESIGN OF THE ELECTRICAL SYSTEM SHALL FOLLOW THE BASIC

CRITERIA SET FORTH IN THESE SPECIFICATIONS, AND SHALL BE

DEVELOPED TO COMPLETE ELECTRICAL WORKING DRAWINGS. THESE

SPECIFICATIONS ARE INTENDED TO SHOW BASIC METHODOLOGY,

INTERRELATIONSHIPS TO OTHER SYSTEMS AND SHOW MINIMUM LEVELS OF

QUALITY OF MATERIALS AND WORKMANSHIP.

3. THE DESIGN CRITERIA ARE MINIMUM REQUIREMENTS, WHICH SHALL BE

INCORPORATED INTO THE DESIGN AND INSTALLATION OF THE ELECTRICAL

SYSTEM. FINAL SYSTEM PERFORMANCE BASED ON THESE CRITERIA AND

STANDARDS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. CONTRACTOR SHALL PREPARE AND SUBMIT COMPLETE ELECTRICAL

CONSTRUCTION DOCUMENTS WHICH INCLUDE DRAWINGS, SPECIFICATIONS

AND CALCULATIONS.

5. THE OWNER'S REPRESENTATIVE SHALL REVIEW AND COMMENT ON THE

ELECTRICAL DESIGN DOCUMENTS AND CALCULATIONS. THE CONTRACTOR

SHALL RESPOND TO THESE REVIEW COMMENTS IN WRITING. NEITHER THE

OWNER NOR ITS REPRESENTATIVES ACCEPT RESPONSIBILITY FOR THE

TECHNICAL DESIGN OF THE PROJECT.

6. 2016 NATIONAL ELECTRICAL CODE REQUIREMENTS SHALL GOVERN, UNLESS

THE REQUIREMENTS STATED HEREIN PROVIDE HIGHER QUALITY OR

HIGHER PERFORMANCE AND DO NOT CONFLICT WITH THE CODE AND/OR

THE REQUIREMENTS OF LOCAL REGULATORY AUTHORITIES.

7. IN ALL CASES WHERE NO CRITERIA ARE INDICATED, THE DESIGN SHALL

MEET OR EXCEED THE REQUIREMENTS OF THE NATIONAL ELECTRICAL

CODE (NFPA 70), NATIONAL ELECTRICAL SAFETY CODE (ANSI C2) AND LIFE

SAFETY CODE (NFPA 101).

8. ALL EQUIPMENT SHALL BE SEISMICALLY RESTRAINED AS REQUIRED BY

APPLICABLE BUILDING CODE.

B. DESIGN ANALYSIS AND CONSTRUCTION DOCUMENT

1. DESIGN ANALYSIS:

ELECTRICAL DESIGN ANALYSIS AND LOAD COMPUTATIONS SHALL BE

INCLUDED IN THE CONSTRUCTION DOCUMENTATION. THE DESIGN ANALYSIS

SHALL INCLUDE LOAD AND VOLTAGE DROP CALCULATIONS FOR ALL MAJOR

EQUIPMENT AND PANELBOARDS. PROVIDE COMPLETE LIGHTING

FOOT-CANDLE CALCULATIONS FOR ALL AREAS BEING ILLUMINATED.

2. DRAWINGS:

a. THE DRAWINGS SHALL CLEARLY SHOW ALL EQUIPMENT, OUTLETS,

CONNECTIONS AND WIRING, CIRCUITING, EQUIPMENT SCHEDULES AND

PANELBOARD SCHEDULES, ALL DETAILS AND WIRING DIAGRAMS

NECESSARY TO DEFINE THE WORK COMPLETELY.

b. FIRE ALARM AND TELECOMMUNICATIONS SYSTEM DRAWINGS SHALL BE

COMPLETE WITH DEVICE LOCATIONS, CONDUITS AND CABLE COUNTS.

C. DESIGN CRITERIA AND PERFORMANCE REQUIREMENT

1. PANELBOARDS AND FEEDERS SHALL BE SIZED TO ACCOMMODATE:

a. CRITERIA LISTED HEREIN.

b. DEMAND LOAD FACTORS SPECIFIED BY THE ELECTRICAL CODE.

c. REQUIREMENTS FOR CONTINUOUS RATED LOADS.

d. 25% SPARE CAPACITY FOR FUTURE LOAD GROWTH IN PANELBOARDS,

AND FEEDERS AND SPACE TO ACCOMMODATE SWITCHES OR CIRCUIT

BREAKERS TO FEED SUCH FUTURE LOADS.

e. COMPLY WITH THE UL TESTING REQUIREMENTS AND UTILIZE THE 60

DEGREES C AND 75 DEGREES C AMPACITIES AS APPROPRIATE.

f. COPPER BUSSING.

g. HINGED DOOR CONSTRUCTION.

2. DISTRIBUTION AND BRANCH CIRCUITS SHALL BE DESIGNED TO LIMIT

VOLTAGE DROP IN FEEDS TO A MAXIMUM OF 2% AND BRANCH CIRCUITS TO

A MAXIMUM OF 3%. PROVIDE CALCULATIONS AND/OR ANALYSIS TO VERIFY

THESE REQUIREMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE ALL EQUIPMENT REQUIREMENTS WHETHER SPECIFICALLY

LISTED OR NOT.

3. PROVIDE CONDUIT AND WIRE, CIRCUIT BREAKERS AND DISCONNECT

SWITCHES, AND NECESSARY CONTROLS FOR ALL APPLIANCES AND

EQUIPMENT SPECIFIED ELSEWHERE, AND SIGNS THAT REQUIRE POWER.

4. ALL DEVICES INSTALLED IN LOCATIONS THAT ARE SUBJECT TO WET

WEATHER SHALL BE RATED FOR EXTERIOR USE, EVEN IF LOCATED IN

BUILDING INTERIOR, AND SHALL BE SEALED BETWEEN DEVICE AND

MOUNTING SURFACE TO PREVENT MOISTURE FROM ENTERING.

5. PROVIDE SPARE CONDUIT TO EQUIPMENT THAT IS SPECIFIED FOR FUTURE

INSTALLATION. PROVIDE RACEWAY THAT IS OVERSIZED FOR EXPECTED

ELECTRICAL CAPACITY BY 150%.

6. ELECTRICAL DISTRIBUTION SYSTEM SHALL BE DESIGNED FOR A 120/208V, 3

PHASE, 4-WIRE SERVICE WITHIN THE MODULAR BUILDINGS.

7. MODULAR BUILDING CONTRACTOR SHALL COORDINATE ELECTRICAL

CONNECTIONS TO THE MODULAR BUILDING ELECTRICAL PANELS WITH THE

ELECTRICAL SITE SERVICE DESIGN. THE SITE ELECTRICAL SYSTEM DESIGN

INCLUDES FEEDERS UP TO THE MODULAR BUILDING'S ELECTRICAL PANEL.

8. ALL ELECTRICAL FEEDER AND CIRCUIT CONDUCTORS SHALL BE COPPER.

D. LIGHTING SYSTEM

1. LIGHTING SYSTEM DESIGN SHALL MEET THE MOST CURRENT CALIFORNIA

ENERGY STANDARDS REQUIRED. CALCULATIONS FORMS AND SYSTEM

STARTUP AND COMMISSION SHALL BE PART OF THE CONSTRUCTION

DOCUMENTS.

2. LOCATE FIXTURES AS DIRECTED BY THE OWNER'S REPRESENTATIVE.

3. LIGHTING FIXTURES WHICH PRODUCE LIGHT VISIBLE FROM THE EXTERIOR

OF THE BUILDING SHALL USE A CONSISTENT LAMP TYPE FOR UNIFORMITY

OF COLOR TEMPERATURE.

4. LED LIGHTING SOURCE WITH 0 TO 10 DIMMING CAPABILITIES IS PREFERRED

AND TO MEET LATEST CALIFORNIA ENERGY STANDARDS.

5. LIGHTING DESIGN SHALL INCLUDE DIMMING CONTROLS, OCCUPANCY

SENSORS, TIME CLOCK, WIRING, CONDUIT, AND ACCESSORIES FOR A

COMPLETE LIGHTING SYSTEM.

6. EMERGENCY LIGHTING SHALL BE PROVIDED AS REQUIRED BY CODE;

INCLUDING TOILET AREAS, OUTDOORS AT ALL EGRESS DOORS AND

MECHANICAL/MAIN ELECTRICAL ROOM.

7. ALL EXTERIOR FIXTURES SHALL BE CONTROLLED WITH A PHOTOCELL OR

TIME CLOCK OR BOTH.

8. EXTERIOR LIGHTING SHALL MEET THE LATEST DLC (DESIGN LIGHTS

CONSORTIUM) REQUIREMENTS.

9. DESIGN SHALL INCLUDE ENOUGH EXTERIOR LIGHT FIXTURES TO PROVIDE A

MINIMUM OF 1 F.C. AVERAGE AROUND THE PERIMETER OF THE BUILDING.

EXTERIOR LIGHT FIXTURES SHALL BE LED SOURCE, CUT-OFF TYPE. AND

LENSED DO NEITHER LAMP NOR INTERIOR SHALL BE VISIBLE.

E. RECEPTACLES

1. RECEPTACLE SYSTEM DESIGN SHALL MEET THE MOST CURRENT

CALIFORNIA ENERGY STANDARDS. CALCULATIONS AND FORMS SHALL BE

PART OF THE CONSTRUCTION DOCUMENTS.

2. PROVIDE BRANCH CIRCUITRY LIMITING RECEPTACLES TO A MAXIMUM OF

SIX RECEPTACLES PER CIRCUIT.

3. MAINTENANCE RECEPTACLE LOCATED WITHIN 25-FEET OF HVAC

EQUIPMENT.

4. TOILET ROOMS: ONE GFCI RECEPTACLE PER TOILET ROOM.

5. JANITOR'S ROOM: ONE GFCI RECEPTACLE PER ROOM.

6. STORAGE ROOMS: MINIMUM ONE RECEPTACLE, NEAR ENTRANCE OF ROOM.

7. ELECTRICAL ROOM: MINIMUM TWO DUPLEX OUTLET.

8. MAIN TELEPHONE/MDF ROOM: PER PROVIDED LAYOUT.

9. MINIMUM (2) DUPLEX RECEPTACLES AND (1) CONTROLLED RECEPTACLE

PER OFFICE SPACE. VERIFY EXACT LOCATIONS WITH OWNER BEFORE

ROUGH-IN.

10. ELECTRICAL FOR OPEN OFFICE AREAS SHALL BE FED FROM UNDER THE

BUILDING IN THE CRAWL SPACE.

F. TELEPHONE, DATA AND CATV SYSTEMS

1. COORDINATE AND PROVIDE ALL NECESSARY 2 POST RACKS, LOCKABLE

CABINETS, PATCH PANELS, LADDER RACKS, BOXES, CONDUITS, RACEWAYS,

CABLE TRAYS AND TESTING FOR TELEPHONE, DATA AND CATV SYSTEMS.

2. CONDUIT SHALL BE 1 INCH DIAMETER MINIMUM SIZE.

3. CONDUIT SYSTEM SHALL COMPLY WITH EIA-TIA 568A AND B.

4. OUTLET BOX SIZE SHALL BE MINIMUM 4-INCH SQUARE BY 2-1/8-INCH DEEP

WITH SINGLE-GANG RAISED DEVICE RING.

5. CONDUIT FROM EACH TELEPHONE/DATA OUTLET LOCATION SHALL BE

STUBBED INTO ACCESSIBLE CEILING SPACE.

6. PROVIDE COPPER GROUND BAR, MINIMUM 12” WIDE X 4” HIGH X ¼” THICK AT

EACH TELEPHONE ROOM OR CLOSET. RUM 1#6 COPPER GROUND WIRE

FROM COPPER GROUND BAR TO MAIN ELECTRICAL GROUND.

7. TELEPHONE DATA AND CATV UTILITY SERVICE SHALL BE DESIGNED BY

ELECTRICAL ENGINEER, UNDER THE SITE UTILITY DESIGN. THE SITE LOW

VOLTAGE SYSTEM DESIGN WILL INCLUDE EMPTY CONDUITS UP INTO THE

BUILDING'S TELEPHONE/MDF ROOM.

8. MINIMUM (2) DATA OUTLETS WITH (2) DROPS EACH PER OFFICE SPACE.

VERIFY EXACT LOCATIONS WITH OWNER BEFORE ROUGH-IN.

9. DATA SERVICE FOR OPEN OFFICE AREAS SHALL BE FED FROM UNDER THE

BUILDING IN THE ACCESSIBLE CRAWL SPACE. ALL DATA CABLING

INSTALLED UNDER THE BUILDING SHALL BE RATED FOR THE USE.

G. MECHANICAL EQUIPMENT

1. MAKE CONNECTIONS NECESSARY TO NEW MECHANICAL, PLUMBING AND

FIRE PROTECTION EQUIPMENT. PROVIDE ALL STARTERS, DISCONNECTS,

CONTROL EQUIPMENT, BRANCH CIRCUITS, AND CONDUIT REQUIRED FOR

PROPER CONNECTIONS AND OPERATION OF ALL MECHANICAL EQUIPMENT,

FANS, AND HEATERS. PROVIDE CIRCUITS, DISCONNECTS AND

CONNECTIONS FOR WATER HEATERS AND ELECTRIC DRINKING FOUNTAINS.

H. FIRE ALARM SYSTEM

1. PROVIDE COMPLETE FIRE ALARM SYSTEM DESIGN IN ACCORDANCE WITH

APPLICABLE CODES, AS APPROVED BY THE CITY OF WATSONVILLE FIRE

DEPARTMENT.

2. DESIGN SHALL INCLUDE ALL MATERIALS AND EQUIPMENT INCLUDING ALL

REQUIRED EQUIPMENT, PANELS, RACEWAYS, CONDUCTORS AND

CONNECTIONS, INCLUDING ALL ACCESSORIES AND APPURTENANCES

REQUIRED FOR TESTING THE SYSTEMS.

3. THE DESIGN SHALL INCLUDE MANUFACTURER'S CATALOG EQUIPMENT DATA

WITH SUFFICIENT INFORMATION PROVIDED SO THAT THE EXACT FUNCTION

OF EACH DEVICE IS KNOWN. EACH ITEM SUPPLIED SHALL BE CLEARLY

IDENTIFIED.

4. BATTERY CALCULATIONS - VERIFY THAT BATTERY CAPACITY EXCEEDS

SUPERVISORY AND ALARM POWER REQUIREMENTS BY A MINIMUM OF 20%.

5. FLOOR PLAN OF THE POINT TO POINT CONNECTIONS.

6. DIAGRAM OF THE POWER CIRCUITRY.

7. RISER DIAGRAM.

I. INTRUSION ALARM SYSTEM

1. FURNISH COMPLETE INTRUSION SYSTEM DESIGN. DESIGN SHALL INCLUDE

ALL MATERIALS AND EQUIPMENT INCLUDING ALL REQUIRED EQUIPMENT,

PANELS, RACEWAYS, CONDUCTORS AND CONNECTIONS, INCLUDING ALL

ACCESSORIES AND APPURTENANCES REQUIRED FOR TESTING THE

SYSTEMS.

2. THE DESIGN SHALL INCLUDE MANUFACTURER'S CATALOG EQUIPMENT DATA

WITH SUFFICIENT INFORMATION PROVIDED SO THAT THE EXACT FUNCTION

OF EACH DEVICE IS KNOWN. EACH ITEM SUPPLIED SHALL BE CLEARLY

IDENTIFIED.

3. BATTERY CALCULATIONS - VERIFY THAT BATTERY CAPACITY EXCEEDS

SUPERVISORY AND ALARM POWER REQUIREMENTS BY A MINIMUM OF 20%.

4. FLOOR PLAN OF THE POINT TO POINT CONNECTIONS.

5. DIAGRAM OF THE POWER CIRCUITRY.

6. RISER DIAGRAM.

J. ACCESS CONTROL SYSTEM

1. DRAWINGS SHALL LOCATE OUTLET FOR CARD READER, KEY PADS, PANIC

BUTTONS AND POWER REQUIRED FOR THE OWNER FURNISHED AND

INSTALLED ACCESS CONTROL SYSTEM. LOCATIONS OF OUTLETS SHALL BE

PROVIDED BY THE OWNER'S REPRESENTATIVE. OUTLETS SHALL BE SHOWN

TO INCLUDE EMPTY CONDUITS STUBBED INTO ACCESSIBLE CEILING SPACE

AND DRAW STRING.

K. SURVELLANCE SYSTEM

1. DRAWINGS SHALL LOCATE OUTLET FOR SECURITY CAMERAS, AND POWER

REQUIRED FOR THE OWNER FURNISHED AND INSTALLED SURVEILLANCE

SYSTEM. LOCATIONS OF OUTLETS SHALL BE PROVIDED BY THE OWNER'S

REPRESENTATIVE. OUTLETS SHALL BE SHOWN TO INCLUDE EMPTY

CONDUITS STUBBED INTO ACCESSIBLE CEILING SPACE AND DRAW STRING.

E3.0A

ELECTRICAL

DETAILS

60 Garden Court Suite 210 Monterey, CA 93940

T.831.646.3330 F.831.646.3336 www.acemb.com

Project No.

ONTEREY

NGINEERS

ONSULTING

E

M

URUM A C

AY, INC.B

16237.01

SAN

TA C

RUZ

COU

NTY

BEH

AVIO

RAL

HEAL

TH O

FFIC

E BU

ILDI

NG

- WAT

SON

VILL

EFO

R CO

UN

TY O

F SA

NTA

CRU

Z - B

UIL

DIN

G CO

MPO

NEN

T

ARCHITECT

OWNER

CONSULTANT

SHEET NAME:

REVISIONS

REF DESCRIPTION

PROFESSIONAL STAMP:

PROJECT:

-

PROJECT CODE: SCPW-01

DRAWN BY: AF

CHECKED BY: DR

© 2016

APPROVAL STAMP:

6/6/17

DATE

-

SHEET NUMBER:

A R C H I T E C T U R E + P L A N N I N G

WWW.MADI-ARCH.COMP I 800.725.0571

303 POTRERO STREET, SUITE 7B I SANTA CRUZ, CA 95060300 SOUTH FIRST STREET, SUITE 347 | SAN JOSE, CA 95113

BID SETS A&B

SANTA CRUZ COUNTYBEHAVIORAL HEALTH

OFFICE BUILDING -WATSONVILLE

1430 FREEDOM BLVD, SUITE 100WATSONVILLE, CA 95076

APN: 019-01-707

COUNTY OF SANTA CRUZ701 OCEAN STREET

SANTA CRUZ, CA 95060

SET

A - B

UIL

DIN

G CO

MPO

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T

2

IT RACK ELEVATION

NO SCALE

1

MDF ROOM FLOOR PLAN

SCALE: 1/4" = 1'-0"

3

MDF ROOM WALL ELEVATIONS

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

12" SAG IN CABLE.

NOT TO EXCEED

NOTE:

4'-0"

J-HOOK MOUNTING DETAIL

NO SCALE

6

WALL

1. ANGLE HANGER BRACKET CADDY

#CATHBA OR EQUAL.

2. 2" DIAMETER CABLE HOOK: CADDY

"CABLE CAT" #CAT32 OR EQUAL.

3. GYPBOARD OR ACOUSTICAL T-BAR

CEILING.

4. ACCESSIBLE CEILING SPACE OR

UNDER FLOOR.

1

2

3

4

DETAIL NOTES:

LEVITON QUICK PORT 2 PORT

FACE PLATE 41080-2IS

LABEL FONT SIZE 4MM BOLD,

BLACK ON WHITE 3/8"

LABELING TAPE.

101

D-A

TWO BLUE LEVITON CAT6

JACKS 61110-RL6

TYPE "B" WORK STATION DETAIL

NO SCALE

7

D-B

TELE/DATA OUTLET DETAIL

NO SCALE

4

+15"A.F.F., U.O.N.

CABLE CADDY; SEE DETAIL 6/E3.0A

FLOOR ABOVE

FINISHED

ROOF OR

1" C.O.

GYP-BOARD & ACOUSTICAL

TILE CEILING

STUB INTO ACCESSIBLE

CEILING SPACE

INSULATED PLASTIC

BUSHING

WALL

FLOOR

4

11

16

" SQUARE, 2

1

2

" DEEP BOX WITH

SINGLE GANG RAISED COVER.

+48"A.F.F., U.O.N.

ABOVE COUNTER- FIELD VERIFY HEIGHT

CEILING

INSULATED PLASTIC BUSHING

FINISHED FLOOR

WALL

1" C.O.

CABLE CADDY;

STUB INTO ACCESSIBLE

CEILING SPACE

SEE DETAIL 6/E3.0A

TELE/DATA OUTLET DETAIL

NO SCALE

5

FINISHED

FLOOR

4

11

16

" SQUARE, 2

1

2

" DEEP BOX WITH

SINGLE GANG RAISED COVER.

+15"A.F.F., U.O.N.

+48"A.F.F., U.O.N.

ABOVE COUNTER- FIELD VERIFY HEIGHT

MOUNT ABOVE COUNTER,

FIELD VERIFY EXACT HEIGHT

BEFORE ROUGH-IN

+15" A.F.F. TO BOTTOM

OF BOX, U.O.N.

WALL PHONES;

WALL PHONE

BLUE CAT6

TO MDF ROOM

BLUE CAT6

TO MDF ROOM

NOTE:

SEE 3/E3.0A FOR INTERIOR WALL

ELEVATIONS.

135IT ROOM

GN

D

ELEC

PAN

ELFA

PAN

ELSE

CPA

NEL

135IT ROOM

FLOOR PLAN

LADDER RACK

LOCKABLE

CABINET

LOCKABLE

CABINET

FLOOR RACKS

LADDER RACK

2

E3.0A

TELECOMMUNICATIONS NOTES :

SUSPENDED T-BAR CEILING(WHERE OCCURS)

2

1. ACTIVATE ELECTRONICS (i.e. SWITCHES, ROUTERS, UPS UNIT ETC.) SHALLBE SUPPLIED BY COUNTY.

2. 4" DIAMETER CABLING ENTRY CONDUIT(S) SECURED TO BUILDINGFRAMING. PROVIDE GROMMET FOR PERIMETER(S) OF WALL, FLOOR, ORCEILING PENETRATIONS. CABLE(S) SHALL NOT TO EXCEED THE MINIMUMBENDING RADIUS SPECIFIED. THE CAPACITY OF EACH ENTRY SHALL NOTEXCEED NEC CODE REQUIREMENT FOR CONDUIT FILL.

3. 12" WIDE CABLE TRAY SECURED TO RACKS AND WALLS THE NECESSARYJ-HOOKS, PLATES, AND MISCELLANEOUS HARDWARE MOUNTED AT +/-7'A.F.F. (TYPICAL).

4. STANDARD 2-POST EQUIPMENT RACK 7' TALL WITH 19" WIDTHMOUNTING RAILS. PROVIDE SEISMIC BRACING/ANCHORAGE. [TYPICAL]

5. 6" DOUBLE-SIDED VERTICAL WIRE MANAGERS INSTALLED AT THE ENDS OFEQUIPMENT RACK ROW(S). [TYPICAL]

6. 10" DOUBLE-SIDED VERTICAL WIRE MANAGERS INSTALLED BETWEEN EACHRACK. (TYPICAL).

7. PATCH PANELS; QUANTITY AS REQUIRED AND SHALL INCLUDE SPACE FOR20% GROWTH.

8. VERTICAL POWER STRIP MOUNTED AT RACK REAR GEIST PDU PART NO.CXBN242-102D20TL5-D WITH CUSTOMIZED RACK MOUNT STANDOFFBRACKETS. ENSURE POWER STRIP DOES NOT PROHIBIT ACCESS TO WIREMANAGERS AND EQUIPMENT (TYPICAL).

9. DEDICATED TWIST-LOCK RECEPTACLE NEMA L5-20R CONCEALED INSIDEWIRE MANAGER. VERIFY LOCATION AND ORIENTATION WITH ITD PRIORTO INSTALLATION (TYPICAL).

10. DEDICATED RECEPTACLE NEMA L5-20R MOUNTED AT 18" A.F.F. VERIFYLOCATION AND ORIENTATION WITH ITD PRIOR TO INSTALLATION(TYPICAL).

GENERAL NOTES: ALL CABLING SHALL HAVE AT A MINIMUM 10 FEET OF SERVICE LOOP

CONCEALED ABOVE DROPPED CEILING OR UNDER RAISED FLOOR. ALL CABLES, PATCH PANELS, TERMINATION POINTS, HARDWARE, ETC.

SHALL BE LABELED AND TESTED. INTERIOR GROUNDING SYSTEM SHALL BE COMPLIANT WITH THE

COUNTY CABLING SPECIFICATION. ALL HARDWARE SHALL BE AS MANUFACTURED BY CPI (CHATSWORTH)

AND LEVITON INLESS OTHERWISE NOTED.

2

1

6

8

910

5

3

44

7

ELEC PANEL

SOUTH

MID NORTH

NORTH

WEST

PROTECTORS

BY AT & T

8'-0

"

5'-6

"

6'-6

"

AT&T CONDUIT

FACP

RPS

9412GV2

INTRUSION

PANEL

PS5-M003-UL

INTRUSION

ALARM

POWER

SUPPLY

KEY PAD

4'-0

"

EAST

COPPER ENTRANCE

F.O. ENTRANCE

PROTECTORS

BY AT & T

GROUND BAR

LOCKABLE

CABINETS

FLOOR RACK

LADDER RACKLADDER RACK

2

E3.0A