project team - soquel creek water district · 2020-01-03 · project. e. any time asbestos removal...

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Copyright © 2014Craig Bagley ArchitectThese documents are

instruments of professionalservice and the information

contained therein isincomplete without

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PROJECTINFORMATION

A0 14020

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BLDGSECTION

ARCHITECTURAL SYMBOLS

Keynote

Detail Reference

Section Reference

Interior Elevation Reference

Revision

Existing wall/partition to remain

Existing wall/partition to be demolished

New wall/partition

Batt insulation

Furred soffit

Window - See Window Schedule

Door - See Door Schedule

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11/14/14 2:42 PMSoquel Creek Water District, Soquel Drive, Soquel, CA - Google Maps

of 1https://maps.google.com/maps?f=q&source=s_q&hl=en&geocode=&q=…pn=0.007027,0.013776&t=m&z=17&ei=v4RmVIngCujMiQLXiYCwCQ&pw=2

©2014 Google -

A. Soquel Creek Water District5180 Soquel Dr, Soquel, CA (831) 475-8500

PLANNORTH

1

1

1

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SCALE: 1" = 40'

KEY PLANVICINITY MAP

PROJECT SITE

ADMINISTRATIONBUILDING

CONSERVATION and CUSTOMERSERVICE FIELD (CCSF) BUILDING

NEW WORK

NEW WORK

NEW WORK

PROJECT TEAM:OWNER: Soquel Creek Water District 5180 Soquel Drive Soquel, CA 95073

ARCHITECT: Craig Bagley Architect 555 Souel Avenue, Suite 140 Santa Cruz, CA 95062 831 425-1730

CIVIL ENGINEER: Soquel Creek Water District 5180 Soquel Drive Soquel, CA 95073

STRUCTURAL ENGINEER: Donald C. Urfer & Associates 2715 Porter Street Soquel, CA 95073 831 476-3681

ELECTRICAL ENGINEER: Prime Design Group 303 Potrero Street, Suite 42-304 Santa Cruz, CA 95060 831 430-3600

HAZARDOUS MATERIALS S-Tech ConsultingCONSULTANT: 484-b Washington Street #401 Monterey, CA 93940 831 883-8415

[ ChannelP Property Line& AndL Angle@ AtCL CenterlineØ Diameter or Round# Pound or Number(E) Existing(N) New

A.B. Anchor BoltA.C. Asphaltic ConcreteACOUS. AcousticalA.D. Area DrainADD. AddendumADJ. AdjustableA.F.C.I. Arc Fault Circuit InterrupterA.F.F. Above Finished FloorAGGR. AggregateALUM. AluminumALT. AlternateANOD. AnodizedAPPROX. ApproximateARCH. ArchitecturalA.S.D. Alum. Sliding DoorASPH. AsphaltA.S.W. Alum. Sliding WindowAUTO. Automatic

B. BaseBD. BoardBITUM. BituminousBLDG. BuildingBLK. BlockBLKG. BlockingBM. BeamBOT. BottomBRG. BearingB.U.R. Built Up Roof

CAB. CabinetC.B. Catch BasinCEM. CementCER. CeramicC.FT. Cubic FootC.G. Corner GuardCH. ChalkboardC.I. Cast IronC.J. Control JointCLG. CeilingCLKG. CalkingCLO. ClosetCLR. ClearC.M.U. Concrete Masonry UnitCNTR. CounterC.O. Cased OpeningCOL. ColumnCONC. ConcreteCONN. ConnectionCONSTR. ConstructionCONT. ContinuousCONTR. ContractorCORR. CorridorCPT. CarpetCSMT. CasementC.TOP CountertopCTR. CenterCTSK. CountersunkC.YD. Cubic Yard

DBL. DoubleDEMO. Demolish/DemolitionDEPT. DepartmentDET. DetailD.F. Drink Fount/Doug. FirDIA. DiameterDIAG. DiagonalDIM. DimensionDISP. DispenserDIV. DivisionDN. DownD.O. Door OpeningDR. DoorDS. DownspoutD.S.P. Dry StandpipeD.W. DishwasherDWG. DrawingDWR. Drawer

(E) ExistingE. EastEA. EachE.J. Expansion JointEL. ElevationELEC. ElectricalELEV. ElevatorEMER. EmergencyE.N. Edge NailingENCL. EnclosureENGR. EngineerE.P. Electrical PanelboardEQ. EqualEQPT. EquipmentE.W.C. Electric Water CoolerEXH. ExhaustEXP. ExpansionEXPO. ExposedEXT. Exterior

ABBREVIATIONSFAC.FIN. Factory FinishF.A. Fire AlarmF.B. Flat BarF.D. Floor DrainFDN. FoundationF.E. Fire ExtinguisherF.E.C. Fire Extinguisher Cab.F.F. Finished FaceF.H.C. Fire Hose CabinetFIN. FinishFLASH. FlashingFLR. FloorFLR.CO. Floor Clean OutFLUOR. FluorescentF.O.C. Face of ConcreteF.O.F. Face of FinishF.O.M. Face of MasonryF.O.S. Face of StudsFPRF. FireproofFR. FrameF.S. Full SizeFT. Foot or FeetFTG. FootingFURR. FurringFUT. FutureF.Y.S.B. Front Yard Setback

GA. GaugeGALV. GalvanizedG.B. Grab BarG.D. Garbage DisposalG.F.I. Ground Fault InterrupterGL. Glass, GlazingGND. GroundGR. GradeGYP. Gypsum

H.B. Hose BibbH.C. Hollow CoreHDR. HeaderHDWD. HardwoodHDWE. HardwareH.F.S. Half Full SizeH.M. Hollow MetalHORIZ. HorizontalHR. HourHT. HeightH.V.A.C. Heat/Vent/Air Cond.H.W.H. Hot Water Heater

I.D. Inside Diameter (Dim.)INCL. IncludeINSUL. InsulationINT. InteriorINTERM. IntermediateINV. Invert

JAN. JanitorJ.H. Joist HangerJST. JoistJT. Joint

KIT. KitchenK.O. Knock Out

L. LengthLAB. LaboratoryLAM. LaminateLAV. LavatoryLIN. LinoleumLKR. LockerLT. LightL.W. Light Weight

MAX. MaximumM.B. Machine BoltM.C. Medicine CabinetMECH. MechanicalMEMB. MembraneMET. MetalMFR. ManufacturerMH. ManholeM.I. Malleable IronMIN. MinimumMIR. MirrorMISC. MiscellaneousM.O. Masonry OpeningMOD. ModifiedMTD. MountedMUL. Mullion

(N) NewN. NorthN.I.C. Not in ContractNO. NumberNOM. NominalN.T.S. Not to Scale

O. OverO.A. OverallOBS. ObscureO.C. On CenterO.D. Outside Diameter (Dim)OFF. OfficeOH. OverheadOPNG. OpeningOPP. Opposite

PERF. PerforatedPL. PlateP.LAM. Plastic LaminatePLAS. PlasterPLYWD. PlywoodPR. PairPRCST. Pre-castPT. PointP.T.D. Paper Towel DispenserP.T.D.F. Pressure Treated Douglas FirP.T.D/R Combination Paper Towel Disp. & Recept.PTN. PartitionP.T.R. PaperTowel ReceptacleP.V.C. Polyvinyl Chloride

Q.T. Quarry Tile

R. RiserR.A. Return AirRAD. RadiusR.C.P. Reinf. Conc. PipeR.D. Roof DrainREF. ReferenceREFL. ReflectedREFR. RefrigeratorREINF. ReinforcedREQ. RequiredRESIL. ResilientREV. Revision/RevisedRGTR. RegisterRM. RoomR.O. Rough OpeningRWD. RedwoodR.W.L. Rain Water LeaderR.Y.S.B. Rear Yard Setback

S. SouthS.A. Supply AirS.A.F. Self-Adhered FlashingS.C. Solid CoreSCHED. ScheduleS.D. Soap DispenserSECT. SectionSH. ShelfSHR. ShowerSHT. SheetSHTHG. SheathingSIM. SimilarS.N.D. Sanitary Napkin/Tampon DispenserS.N.R. Sanitary Napkin Recept.SPEC. SpecificationSQ. SquareS.SK. Service SinkS.ST. Stainless SteelSTA. StationSTD. StandardSTL. SteelSTOR. StorageSTRUCT. StructuralSUSP. SuspendedSYM. SymmetricalS.Y.S.B. Side Yard Setback

T. TreadT.B. Towel BarT.C. Top of CurbTEL. TelephoneT.E.N. Typ. Edge NailingTER. TerrazoT.&G. Tongue & GrooveTHK. ThickT.O.PL. Top of plateT.P. Top of PavementT.P.D. Toilet Paper DispenserT.S. Top of SlabT.S.C.D. Toilet Seat Cover Disp.T.V. TelevisionT.W. Top of WallTYP. Typical

UC. UndercutUNF. UnfinishedU.O.N. Unless Otherwise NotedUR. Urinal

VAR. VariesV.C.T. Vinyl Composition TileVERT. VerticalVEST. VestibuleV.F.T. Vinyl Faced Tackboard PanelsVG. Vertical Grain

W. WestW/ WithW.B. Window BlindsW.C. Water ClosetW.C.O. Wall CleanoutWD. WoodW/O WithoutWP. WaterproofW.R. Water ResistantW.R.B. Weather-resistive barrierWSCT. WainscotWT. WeightW.W.M. Welded Wire MGS

GENERAL NOTES1. Project description:

a. Add a new gravel storage area, east side of property next to Rosedale Avenue.b. Administration Building: Divide existing Conference Room in a New Office, and smaller

remaining Conference Room.c. Administration Buillding: Replace partition separating Entrance Lobby from office spaces to

the north of the Lobby.d. Administration Building: Add a new window, east side, exterior wall of Printroom.e. Conservation and Customer Service Field (CCSF) Building: Convert 480 sf on the west end

of the building from Storage to a New Office, to include new doors and windows as noted onDrawings.

2. Field verify all dimensions. The Architect shall be notified of any discrepancies before proceedingfurther. Dimensions are to face of studs (F.O.S.) unless otherwise noted.

3. Owner's Record Drawings of existing facilities are available for review by bidders. Architect andOwner make no representation as to accuracy.

4. Protect existing finishes to remain during construction. Repair any damaged finishes to Owners'satisfaction.

5. Contractor's Bid shall presume all new materials unless otherwise noted.

6. Administration Building: Existing 2' x 4' suspended ceiling system is to remain, and no new lightfixtures are required, although switching is altered. See Electrical. Existing ceiling system has R-11insulation above it. Restore any insulation disturbed by remodeling.

7. Revisions to HVAC system is separate contract N.I.C., as required to accommodate revisions andrebalancing. Coordinate scheduling of HVAC work with the Construction Manager.

8. Where new stucco joins existing, see detail 7/A3.

9. Use of restrooms in buildings is restricted to employees of the District; Contractor shall furnish it'sown sanitary facilities.

10. Hazardous materials: The Owner has tested and found asbestos containing material in the Administration Building. The Owners Hazmat Consultant notes the following:

a. In the Administrative Building, the joint compound, associated with the drywall system on allwalls expected to be impacted by the renovations, contains 2% Chrysotile asbestos. Theremoval of drywall in this building will generate friable, Regulated Asbestos ContainingMaterial (RACM). The ultimate quantity of removal will be determined by the Contractorperforming the renovation work.

b. No asbestos containing material was detected in the CCSF Building.c. A State of California, Division of Occupational Safety & Health (DOSH) licensed asbestos

removal contractor must be used to handle any materials with an asbestos content of greaterthan 0.1% (Asbestos Containing Construction Material). All work must be conducted in strictaccordance with Cal-OSHA’s asbestos standard, 8 CCR 1529 and the requirements of theMonterey Bay Unified Air Pollution Control District’s (MBUAPCD) Rule 424. Waste must bedisposed of in the correct landfill for the classification of asbestos being removed.

d.! If greater than 160 square feet of RACM will be removed as part of the renovations, anotification to Monterey Bay Unified Air Pollution Control District (MBUAPCD) must besubmitted ten day prior to beginning the work. All asbestos removal and disposal must occurin strict accordance with EPA (MBUAPCD) and OSHA requirements, regardless of whether anotification is required. This report must remain onsite for the duration of the renovationproject.

e. Any time asbestos removal occurs from an occupied area, the Owner's Hazmat Consultantshall furnish oversight and air monitoring, along with a final clearance inspection, prior toremoval of the negative pressure enclosures.

f. Contractors should be aware that concealed spaces may harbor additional suspect material.Asbestos cement pipes may be concealed within wall cavities. Should any additional suspectmaterials be identified during the course of the renovation work, stop and contact theOwner's Construction Manager to assess and sample if necessary. This was a limitedasbestos survey of specific materials.

g. EPA defined Lead-Based Paint ( >1.0 mg/cm2 by XRF) was not identified in any coatinganticipated to be impacted by the scope of the renovations. However, as is common with allpaints, even newer paints, trace lead was identified in the coatings sampled. For employeeprotection, Cal-OSHA has not set a lower ‘safe’ threshold for lead content in regards tooccupational exposure for workers involved in the construction industry. Employers who taskemployees with occupational tasks that could result in high exposure to lead, must follow therequirements of the Lead in Construction Standard to ensure their employees are protected.Contractors should collect exposure data on their employees or have historical data fromsimilar tasks or projects. Employers not familiar with the requirements of the Lead inConstruction standard can download a short Cal-OSHA fact sheet by following this link http://www.dir.ca.gov/dosh/dosh_publications/lead-fct-sheet-rev.pdf. Note, tasks that typically resultin high lead exposure include abrasive blasting, torching, and mechanical grinding.

h. For compliance with the Cal-OSHA Lead in Construction Standard, any impact to lead cantrigger certain OSHA compliance requirements on behalf of the employer to protectemployees from exposure to lead during the course of the task being performed.Contractor’s should either have historical data on file, from similar projects, or shouldimplement an exposure monitoring program for employees.

i. The Owner requires the Contractor to subcontract with one of the following AbatementContractors:

Coastwide Environmental Technologies (CET)201 Walker StreetWatsonville, CA 95076Rodrigo Gutierrezphone: 831 761-5511fax: 831 761-5513

PARC Services, Inc.7697 Highway 1Moss Landing, CA 95039Guy Clendeninphone: office - 831 633-6055 cell - 831 601-1307fax. 831 222-3296

j. A copy of the Owner's "Limited Asbestos & Lead Paint Survey Report" dated September 26,2014 is being made available to bidders. The Asbestos Removal Work Plan (andConstruction Dust Control Plan, by S Tech Consulting, are included with the ProjectTechnical Specifications.

11. Note that hollow metal door and frame specifications are in separate sections. The two componentsare not always part of the same door/frame assembly. See Door Schedule.

12. Testing and Inspection Services: The District will employ and pay for the services of an independent firm to perform testing and inspection. Contractor is responsible for notifying the Inspection and TestingAgency for inspections and testing. Contractor shall cooperate with the testing and inspection agencyand furnish samples as requested. Cost of re-testing, required because of non-conformance tospecified requirements, will be charged to Contractor. Contractor will be required to review/sign theCounty of Santa Cruz Special Inspection and Testing Agreement. Scope of testing/inspectionincludes:

Epoxy grouted anchors installed in concreteSoil Compaction, gravel storage area

PLANNING DEPT. INFORMATION1. Zoning information:

a. A.P.N: 030-242-43 b. Zoning: PF c. See Sheet D-4 for on-site parking count, building square footage, lot coverage,

drainage, and related 2. All construction shall comply with the following Codes, as amended by the County of Santa Cruz: a. 2013 California Building Code b. 2013 California Residential Code c. 2013 California Mechanical Code d. 2013 California Plumbing Code e. 2013 California Electrical Code f. 2013 California Energy Code g. 2013 California Green Building Standards h. 2013 California Fire Code

4. Fire Department information: a. Administration Building: Group B Occupancy, Type V-B Construction, and non-

sprinklered b. CCSF Building: Group B Occupancy, Type V-B Construction, and fire-sprinklered c. Occupant Loads: Administration Building: 4190 sf / 100 sf per occupant = 42 290 sf / 7 sf per occupant = 42 CCSF Building: 1,160 sf / 100 sf per occupant = 12 There is no change to building area. Project includes the conversion of 290 sf of Conference

Room in the Administration Building into office space, and the conversion of 480 sf of storagespace in the CCSF Building into office space (as well as a new gravel storage area).

d. Required fire flow per Central Fire Protection District: 1,750 gallons per minute (gpm) for 2hours. Soquel Creek Water District notes the following:

The fire hydrant at the corner of Rosedale Avenue and Soquel Drive was last tested in 2001,yielding the following results:Static pressure: 48 psiResidual pressure: 47 psiPitot: 50 psiFlow: 1,186 gpmTWA (Total Water Available) at 20 psi: 6,278 gpmSoquel Creek Water District further notes that the main servicing this fire hydrant has recentlybeen upsized from 12" to 16", but due to the drought, the fire hydrant has not been flowtested.

e. A minimum of 48 hours notice to the Fire Department is required prior to inspection. The jobcopies of the building plans and permits must be on-site during inspection.

f. Property is not in the State Responsibility Area for fire protection.

5. Water source: Soquel Creek Water District

6. A.D.A. information:

a. Administration Building parking, path of travel, and bathrooms were brought up to Title 24accessibility conformance in 1992 in accordance with plans prepared by William M. HallArchitect under County of Santa Cruz Building Permit No. 103564. The main buildingentrance was upgraded in 2002 under County of Santa Cruz Application No. 0043960M.

b. CCSF Building parking, path of travel, and bathroom were included as part of the originalproject plans for that building prepared by Thomas Rahe Architect and Soquel Creek WaterDistrict (acting as Civil Engineer) under County of Santa Cruz Building Permit No. 131493.

7. For purposes of California Green Building Standards compliance, building alterations are valued atless than $200,000.

DRAWING ISSUE RECORD NEW GRAVEL STORAGEAREA

SHEET INDEXA0 PROJECT INFORMATION

D-1 HEADQUARTERS SITE PLAN

D-2 DEMOLITION AND EROSION PLAN

D-3 GRAVEL STORAGE AREA

D-4 DRAINAGE, IMPERVIOUS SURFACES

A1 ADMINISTRATION BUILDING

A2 CCSF BUILDING, SCHEDULES

A3 DETAILS

A4 DETAILS

E1 ELECTRICAL TITLE SHEET

E2 HEADQUARTERS BUILDING LIGHTING & ELECTRICAL

E3 CCSF BUILDING LIGHTING & ELECTRICAL

12/16/14 Permits Submittal

4/28/15

4/28/15 Plan Check Revisions

(RENAMED)

(RENAMED)

5/4/15 10:05 AM; Plan Check Resubmittal

Craig Bagley

Craig Bagley

October 10,

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ADMIN.BUILDING

A1 14020

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6A4

(E) EXHAUST FANGRILLE - TYP.

(E) SUPPLYDIFFUSER - TYP

(E) ACOUS. TILESUSPENDED CLG & LIGHTFIXTURES TO REMAIN +9-0"

(E) PLASTER SOFFIT +7'-6"

(E) PLASTERSOFFIT +7'-6"

(E) ACOUS. TILE SUSPENDEDCLG. & LIGHT FIXTURES TO

REMAIN +8'-11"

(E) SPEAKER

LOBBY RECEPTION

CONFERENCE ROOMNEW OFFICE

WOMEN'SRESTROOM

JAN.SUPPLIES

MEN'SRESTROOM

OPENOFFICE

OPENOFFICE

NOTE: CLG. ELEVATIONS AREFROM TOP OF (E) CONC. SLAB

PLANNORTH

21

119A3

1/4" SCALE PLANA1

1/4" SCALE PRINTROOM PLANA1

BREAK ROOM

RESTROOM

HALLWAY

MAILROOM

VAULT

CONF. ROOM

RESTROOMOFFICE

SUPPLIES

JANITORIALSUPPLIES

ELECTRICALROOM

NETWORKROOM

FIRST AID KITFIRE EXTINGUISHER

FIRE EXTINGUISHER

FIRE EXTINGUISHER

LOBBY

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PRINTROOM/INTERN

WORKSTATION

NEW OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

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7

8

15

(E) VINYL OVERGYP. BD.

(E) GYP. BD. 15

(E) VINYL OVERGYP. BD.

(E) CLOCK

(E) DOORS &FRAME

(E) GYP. BD.

(E) CHAIRRAIL - TYP.

15

(E) R.A. GRILLE(E) VINYL OVERGYP. BD. (E) DR. & FRAME

(E) VINYL FACEDSTL CHALKBOARD

(E) VINYL FACEDSTL CHALKBOARD

(E) CHAIRRAIL - TYP.

(E) GYP. BD.

15

(E) VINYL FACEDCHALKBOARD

(E) GYP. BD.

15

8

7

17

(E) VINYL OVER GYP. BD.

(E) CHAIR RAIL -TYP.

(E) GYP. BD.

15

13

8

15 18

10

24

(N) GYP. BD.

4

10

21

(E) 5/8" ROUGH SAWNPLYWD

(E) TRIM & DOWNSPOUT

(E) DOOR

LINE OF (E) SOFFIT @WALL

EDGE OF FASCIA INFRONT OF SOFFIT

(E) SHINGLEDFASCIA

3

10

14

B

(E)

(E)

A1

A1

(N) H

DU2

(N) 4X6 HDR.

PRINTROOM

EXTERIOR ELEVATION

INTERIOR ELEVATION

Keynotes

!

1. Disassemble (E) door and partition. (E) door to be reused. Turn over partition to Owner

2. Remove (E) projector and turn over to Owner.

3. Demolish (E) shelves and shelf supports. Turn over to Owner.

4. Replace (E) rough sawn plywood and finsh to match (E). Exact placement of (N) window will depend on location of (E) studs. Field verify. Place window as close as possible to center of Printroom, while removing no more than 2 studs.

5. (N) wall opening framing and stucco patching. See details 5/A3 and 6/A3.

6. Keep 1 (E) stud bay between (N) windows. Windows may be shifted a few inches one way or the other to minimize cutting of studs. Verify with Construction Manager.

7. (N) wood trim both sides above door

8. (N) door(s) & frame

9. (N) door(s) in (E) frame

10. (N) window

11. (N) partition. See details 2/A3, 3/A3, and 4/A3.

12. (N) partition. See detail 6/A4.

13. (N) gypsum board

14. Patch gypsum board.

15. (N) carpet base

16. (N) office furniture N.I.C.

17. Cut/patch (E) chair rail.

18. Remove (E) chair rail, this wall.

19. (N) chair rail to match (E). 1x6 VG. Douglas Fir.

20. (N) control joints at (N) windows – Typ.

21. In addition to (N) window work, paint all (E) rough sawn exterior plywood siding, east elevation.

22. (N) 1/2” horizontal blinds @ window

23. (N) plaster soffit

24. (N) wall framing for (N) header. See detail 8/A4

(E)

2

(E)

A

(E)

3

11

12

1

16

1

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26'-7 1/2" (E)

16'-4

" (E

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8'-5"

8'-0"

E

S

W

N

E

S

W

N

(E) MASONRYVENEER WALL

(E) MASONRY VENEER WALL

(E) WINDOW WALL

(E) OFFICE FURNITURE

(N) H

DU5

LOBBY RECEPTION

CONFERENCE ROOMNEW OFFICE

CL CL

CL

CL

CL

WOMEN'SRESTROOM

JAN.SUPPLIES

MEN'SRESTROOM

FIN.

FIN.

(E)

OPENOFFICE

OPENOFFICE

(E) GATE

FINISHES, ADMIN BUILDING:

1. IN ADDITION TO NEW GYP. BD. SURFACES, PATCH & PAINT EXISTING WALLS INNEW OFFICE, CONFERENCE ROOM, PRINTROOM, AND WALLS OUTSIDE NEWOFFICE: SMOOTH LEVEL 5 FINISH.

2. FLOORING: REMOVE CARPET WHERE (N) PTNS. OCCUR. USE OWNER'S EXTRASTOCK FOR PATCHING CARPET AT NEW DOOR THRESHOLDS, ETC.

3. BASE: NEW CARPET BASE

4. ALL (N) WINDOWS TO HAVE 2" HORIZONTAL BLINDS. ALL (N) DOORS WITHGLAZING TO HAVE 1/2" HORIZONTAL BLINDS. SEE SPECIFICATIONS.

5. PAINT ALL (E) ROUGHSAWN EXTERIOR PLYWOOD, EAST ELEVATION (KEYNOTE21)

1

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

NEW OFFICE & CONFERENCE ROOM REFLECTED CEILING PLAN

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

ADMINISTRATION BUILDING PLAN

NS WE

E NS W

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

NEW HQ BUILDING WINDOW EXTERIOR ELEVATION

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

PRINTROOM INTERIOR ELEVATION

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

PRINTROOM PLAN

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

NEW OFFICE & CONFERENCE ROOM FLOOR PLAN

NEW CONFERENCE ROOM INTERIOR ELEVATIONS1/4" = 1'-0"

NEW OFFICE INTERIOR ELEVATIONS1/4" = 1'-0"

4/28/15


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CSFFBUILDING,

SCHEDULES

A2 14020

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12'-4"

(E)

6

E

(E) (E)

(E)C D

5

4

(E)(E)

(E)

(E)(E)

PLANNORTH

6

16

251

1

20'-0

" (E

)

24'-0" (E)

6'-9" +/-

10 1/4 10 1/4

EQ

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5'-5 3/4" (E)

2'-3

3/4

" (E

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(E) ELEC. EQPT.

(N) H

DU4

(N) H

DU4

(N) H

DU4

(E) H

D2A

(N) H

DU4

(E) H

D2A

(N) H

DU4

(E) H

D2A

(E) H

D2A

(N) "MINIMUM FINE $250"SIGN BY DISTRICT

NEW OFFICEEXISTING OFFICE

EXISTINGOFFICE

RESTROOM

COFFEE

CL FIN.

CL FIN.

CL

FIN. FIN.

FIN

.FI

N.

NO REMODELING OF THESE SPACES

(N) 4X8 MIN. HDR.

(N) 4X6 MIN. HDR. (N) 4X6 MIN. HDR.

(N) 4

X8

MIN

. HD

R.

SEE DETAILS 5/A3 AND 6/A3 FOR HOLDOWNSAND HEADERS. HEADER FRAMING SIM. TO 5/

A3 WHERE NO HOLDOWNS OCCUR

FINISHES, NEW OFFICE:1. REFINISH ALL GYPSUM BOARD WALL AND CEILING SURFACES TO MATCH (E)

OFFICES IN OTHER HALF OF BUILDING: SMOOTH LEVEL 5 FINISH.

2. FLOORING: NEW CARPET

3. BASE: NEW CARPET BASE

4. ALL (N) WINDOWS TO HAVE 2" HORIZONTAL BLINDS. ALL (N) FRENCH DOORSTO HAVE 1/2" HORIZONTAL BLINDS. SEE SPECIFICATIONS.

5. WHERE EXTERIOR STUCCO PATCHING OCCURS, PAINT ENTIRE WALL PLANETO CORNERS.

CL

BLDGSECTION

4A2

5

20

10

1'-6"

59

20

10

10

15

8

15

10" T

YP.

9

15

10

915

10" T

YP.

(E) STROBEALARM

(E) F.A. PULLBOX

(E) ALARMSERVICE BOX

(E) ELEC. PANEL

(E) PHONESERVICE BOX

(E) F.A. CONTROLPANEL

(E) DATA TERMINALBOXES

(E) WIRELESS HUB

(E) SURGEPROTECTOR

DOOR SCHEDULE (ALL DOORS - BOTH BUILDINGS)

MARK

1

2

3

4

5

6

SIZE

W

3'-0"

3'-0"

3'-0"

5'-4"

3'-0"

6'-0"

HT

7'-0"

7'-0"

7'-0"

6'-8"

6'-8"

6'-8"

THK

0'-1 3/8"

0'-1 3/8"

0'-1 3/8"

0'-1 3/4"

0'-1 3/4"

0'-1 3/4"

DR MATL

WOOD

WOOD

WOOD

METAL

METAL

METAL

FRAME M…

METAL

METAL

METAL

METAL

METAL (E)

METAL (E)

DETAIL

18/A3

18/A3

17/A3

18/A3

-

-

HDWE SET

1

2

2

3

4

5

NOTES/REMARKS

REUSE (E) DOOR

(N) DOOR IN (E) FRAME

(N) DOOR IN (E) FRAME

WINDOW SCHEDULE (ALL WINDOWS - BOTH BUILDINGS)

MARK

A

B

C

D

E

Nominal W x H

4'-10"x1'-6"

3'-4"x3'-4"

3'-4"x3'-0"

3'-4"x3'-0"

6'-0"x3'-0"

DETAILS

Header

11/A4

9/A3

13/A3

13/A3

13/A3

Sill

12/A4

10/A3

14/A3

14/A3

14/A3

Jamb

12/A4 (SIM)

11/A3

15/A3

15/A3

15/A3

NOTES/REMARKS

FIXED GLAZING IN WOOD STOPS

ALUMINUM SLIDING WINDOW




Keynotes

!

1. Disassemble (E) door and partition. (E) door to be reused. Turn over partition to Owner

2. Remove (E) projector and turn over to Owner.

3. Demolish (E) shelves and shelf supports. Turn over to Owner.

4. Replace (E) rough sawn plywood and finsh to match (E). Exact placement of (N) window will depend on location of (E) studs. Field verify. Place window as close as possible to center of Printroom, while removing no more than 2 studs.

5. (N) wall opening framing and stucco patching. See details 5/A3 and 6/A3.

6. Keep 1 (E) stud bay between (N) windows. Windows may be shifted a few inches one way or the other to minimize cutting of studs. Verify with Construction Manager.

7. (N) wood trim both sides above door

8. (N) door(s) & frame

9. (N) door(s) in (E) frame

10. (N) window

11. (N) partition. See details 2/A3, 3/A3, and 4/A3.

12. (N) partition. See detail 6/A4.

13. (N) gypsum board

14. Patch gypsum board.

15. (N) carpet base

16. (N) office furniture N.I.C.

17. Cut/patch (E) chair rail.

18. Remove (E) chair rail, this wall.

19. (N) chair rail to match (E). 1x6 VG. Douglas Fir.

20. (N) control joints at (N) windows – Typ.

21. In addition to (N) window work, paint all (E) rough sawn exterior plywood siding, east elevation.

22. (N) 1/2” horizontal blinds @ window

23. (N) plaster soffit

24. (N) wall framing for (N) header. See detail 8/A4

(E) ATTIC

1

1

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

CCSF BUILDING PLAN

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

SOUTH ELEVATION, CCSF BUILDING

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

NORTH ELEVATION, CCSF BUILDING

S

E

W

N

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

BUILDING SECTION

NEW OFFICE INTERIOR ELEVATIONS1/4" = 1'-0"

25. Relocate (E) water closet 17" fromsidewall (currently approx. 15") with(N) offset flange. Patch and repair (E)ceramic tile floor.

4/28/15


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DETAILS

A3 14020

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12/16/14

(E) ROOF JOISTS

(E) 2X4 STUDS @ 16" O.C.

(E) 2X4 SOFFIT

ADD 4X6 HEADER W/SDS 1/4 X 6 WD.

SCREWS @ 12" O.C. TO(E) 2X4

(E) 2X4 CONT.

(E) PLYWD. SHTHG.

REMOVE (E) STUDSBELOW FOR (N) OPNG.

(E) 2X12 ROOF FRAMING,OR (N) 2X12 BLOCKING W/3-8D TOENAILED EA. END

METAL STUD BRACE

3 - #10 X 1" MIN. SELF-TAPPINGSCREWS, METAL STUD BRACE TO

WOOD FRAMING

3 5/8" METAL STUD BRACE @ 4'-0"O.C. STAGGERED, AND AT ENDS

FASTENERS @ 24" O.C. TO T-BARSUSPENSION SYSTEM, AND @ EA. BRACE.SIZE AS RECOMMENDED BY MFGR., #10 SHT.MET. SCREWS MIN.

RESTORE BATT INSUL.ABOVE CEILING

J-MOLDING

METAL STUD TRACK

COMPRESSIBLEGASKET

ACOUS.SEALANT

GYP. BD.

3 5/8" METALSTUDS @ 16"

O.C.

1-1/4" HARDENED STEEL PINS RAMSET INTOCONCRETE @ 24" O.C., PLUS ONE WITHIN 6"OF EACH END OF PTN.

(E) CARPET. CUT AND REMOVE @ (N) PTN.

METAL STUD TRACKACOUS. SEALANTBELOW TRACK

(E) CONCRETESUBFLOOR

GYP. BD.3 5/8" METALSTUDS @ 16"

O.C.

SOUND BATTS

(E) 2 - 2X TOPPLATES

(E) 2X STUDS @16" O.C.

L30 TOP & BOTTOM EA. END

4 - 10d TOE-NAILTYP.

4X HEADER

E.N. TYP. @ (E)PLYWD.

2 - 2X TRIMMERS (SINGLE 2X@ OPNGS. 4'-0" OR LESS)

4X FULL HT. WHEREHOLDOWNS OCCUR (DBL.

2X OPTIONAL, W/ 16d @ 12"O.C STUD TO STUD)

6" MAX.

(E) 2X STUDS @16" O.C.

(E) SILL (CONT. @WINDOWS)

2 - 2X TRIMMERS (SINGLE 2X@ OPNGS. 4'-0" OR LESS)

4X FULL HT. WHEREHOLDOWNS OCCUR (DBL.

2X OPTIONAL, W/ 16d @ 12"O.C. STUD TO STUD)

E.N.

HOLDOWN - SEEFLOOR PLAN

5/8" DIAM. THREADEDROD FOR HOLDOWN W/12" MIN. EMBEDDED INEPOXY GROUT.

(E) OR ADDED 5/8"THREADED ROD A.B. W/8" MIN. EMBEDDED INEPOXY GROUT

E.N.

(E) FOOTING

(N) STUCCO

(E) STUCCO

LAP OLD AND NEW LATH,TO TIE TOGETHER - NOPAPER BETWEEN LATHLAYERS

BREAK OUT MIN. 3" OFEXISTING STUCCOLEAVING BOTHPAPER AND LATH

MIN. 2" LAP OF (E) BLDG. PAPER W/ (N) BLDG. PAPERAND LATH

1A3

(N) 5/8" ROUGHSAWN PLYWD.

S.A.F.

WINDOW

(E) PLASTER SOFFIT

PATCH GYP. BD.

(E) PLYWD. SHTHG

SEALANT

(N) HEADER

INFILL OPNG. BELOW(N) HEADER

1"

1 X STOOL

1/2" X 2 1/2"APRON

PATCH GYP.BD.

WINDOW

S.A.F.

(N) 5/8" ROUGHSAWN PLYWD.

W.R.B.

SEALANT

5A3

6A3

WINDOW

S. A. F.

5/8" ROUGH SAWN PLYWD.

LAP (N) & (E) W.R.B

PATCH GYP.BD.

(E) PLYWD. SHTHG.

SEALANT

OPNG. FRAMING

5A3

S.A.F.

W.R.B.STUCCO PATCH

WINDOWPATCH GYP. BD.

(E) PLYWD. SHTHG.

(N) HEADER

1 X STOOL

MATCH (E) APRON

PATCHGYP.

BD.

WINDOWSEALANTBACKDAM

NO SEALANTAT SILL

S.A.F.

W. R. B. BEHIND S. A. F.

STUCCO PATCH

5A3

6A3

WINDOW

S. A. F.

STUCCO PATCH

PATCH GYP.BD.

(E) PLYWD. SHTHG.

LAP (N) & (E) W.R.B

OPNG. FRAMING

1/2"

2"

2"

20 GA. METAL STUD ATDOOR JAMBS

1/2" X 2" TRIM ABOVEFRAME TO MATCH (E),BOTH SIDES

DOOR FRAME CLIPS

SOUND BATTS

GYP. BD.MET. DOOR FRAME

DOOR1/

2"

2"

2"

1/2" X 2" TRIM ABOVEFRAME TO MATCH (E),BOTH SIDES (ADMIN.BLDG. ONLY)

DOOR FRAME CLIPS

SOUND BATTS

GYP. BD. PATCHBOTH SIDES

MET. DOOR FRAME

DOOR

OPNG. FRAMING -SEE 5/A3 & 6/A3

(E) 3/8" PLYWD. SHTHG.FIELD VERIFY

(E) CHAIR RAIL

COMPRESSIBLE GASKET

20 GA. MET. STUD @ PTN. END

J-MOLDING

ACOUS.SEALANT(E) PTN.

(N) PTN.

5'-0

"

5'-0" CLR MIN. (E)

RELOCATE (E) TOILETPTN. PATCH & PAINTWHERE REQUIRED.

RESTROOM

CLR

.

1

1

SCALE: 1" = 1'-0"1 HEADER

SCALE: 3" = 1'-0"2 (N) INTERIOR PARTITION BRACE

SCALE: 3" = 1'-0"3 (N) INTERIOR PARTITION

SCALE: 3" = 1'-0"4 (N) INTERIOR PARTITION

SCALE: 1" = 1'-0"5 HEADER

SCALE: 1" = 1'-0"6 HOLDOWN

SCALE: 6" = 1'-0"7 STUCCO LAP

SCALE: 6" = 1'-0"9 WINDOW HEAD

SCALE: 6" = 1'-0"10 WINDOW SILL

SCALE: 6" = 1'-0"11 WINDOW JAMB


SCALE: 6" = 1'-0"14 WINDOW SILL

SCALE: 6" = 1'-0"15 WINDOW JAMB

SCALE: 3" = 1'-0"17 INTERIOR DOOR JAMB (HEAD SIM.)

SCALE: 3" = 1'-0"18 INTERIOR DOOR JAMB (HEAD SIM.)

SCALE: 3" = 1'-0"8 (N) PARTITION TO (E) PARTITION

SCALE: 1/4" = 1'-0"19 RESTROOM

4/28/15

ADDED


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DETAILS

A4 14020

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12/16/14

(E) SOFFIT (N) SOFFIT FRAMING AND PLASTER

LAP (N) & (E) 2X4S 2'-0" 6-10D

(E) ROOF FRAMING

(E) ACOUS. TILE & INSUL(E) GYP. BD.

REMOVE (E)FASCIA

(N) 1/2"PLYWD.

(E) SOFFIT FRAMING

(N) 2X10 FASCIATO MATCH (E)

(N) 2X4 STUDS @ 16"O.C. W/ 5/8" GYP. BD.EA. SIDE

(N) SOUND BATTS

(N) CARPET BASE

ACOUS. SEALANT

2X4S @ 16" O.C.

16A4

3A3

4A3

6A4

(N) INFILL FRAMING, 2X4S @ 16" O.C.

(E) SOFFIT FRAMING OTHERSIDE OF WALL. SEE

L30 TOP & BOT.EA. END 3 - ST12

(E) ACOUS.TILECEILING

(N) PTN

(E) BLOCKING

REMOVE (E) BLOCKINGWHERE (N) HEADER OCCURS

(N) 2X4 TRIMMERS EA. SIDE

(N) 4X8 HEADER

(N) WINDOW OPNG.

9'-0"

(FROM OWNER'S RECORDDRAWINGS)

8A4

(N) HEADER

(N) GYP BD.

(E) WALL & SOFFITFRAMING

(N) 1X WOOD GLAZINGSTOPS

3/4" INSULATED GLASS(E) PLASTER.PATCH AS

REQUIRED

3/4" INSULATED GLASS

(N) 1X WOOD GLAZINGSTOPS

(N) INFILL FRAMING

(N) GYP. BD.1

1

1

SCALE: 1" = 1'-0"6 EXTEND LOBBY SOFFIT

SCALE: 1/2" = 1'-0"8 WINDOW OPENING FRAMINGSCALE: 1" = 1'-0"16 (E) SOFFIT FRAMING


SCALE: 3" = 1'-0"12 WINDOW SILL (JAMB SIM)

4/28/15

REVISED

REVISED


project team - soquel creek water district · 2020-01-03 · project. e. any time asbestos removal...

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