MONTEREY, CA 93940 DATE OF THE EARLIEST ... #2...FROM THESE DOCUMENTS. THESE DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT WRITTEN CONSENT

2

DATE

Job:Sheet

Date:Scale:Drawn:

REVISIONS05/22/2017BID SET

07/07/2017ADDENDUM #2

BY

7/6/17Plotted On:

7/6/17AS NOTED

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IF THE ABOVE DIMENSION DOESNOT MEASURE ONE INCH (1")EXACTLY, THIS DRAWING WILL HAVEBEEN ENLARGED OR REDUCED,AFFECTING ALL LABELED SCALES.

1" ACTUAL

THE ARCHITECT MUST BE NOTIFIEDOF ANY DISCREPANCY INDIMENSIONS, FIELD CONDITIONS OROTHER INFORMATION THAT ISCONTAINED IN AND/OR DIFFERSFROM THESE DOCUMENTS.

THESE DOCUMENTS ARE THEPROPERTY OF THE ARCHITECT ANDMAY NOT BE USED ORREPRODUCED WITHOUT WRITTENCONSENT. THE ARCHITECTDISCLAIMS ANY RESPONSIBILITYRESULTING FROM UNAUTHORIZEDUSE.

COPYRIGHT STARTS FROM THEDATE OF THE EARLIEST CONTRACTTHROUGH CONSTRUCTIONDOCUMENTS.

A0

MR

MR / DR

ARCH ITECT

DESNECIL MONICA MRATLIFFC 26817

CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

GENERAL NOTES:

1. Architect assumes no responsibility for the completeness of plans for bid purposes prior to issuance of the building permit. The general contractor and all subcontractors shall verify all dimensions and conditions on the job site prior to beginning of construction.2. The intent of these drawings and specifications is to include all labor, materials and services necessary for the completion of all work shown prescribed or reasonably implied, but not limited to that explicitly indicated in the contract documents.3. The Architect’s approval of such shop drawings shall not relieve the General Contractor or subcontractor from responsibility for deviations from drawings or specifications unless he or she has (in writing) called the Architect’s attention to such deviations at the time of submissions, nor shall it relieve him or her of responsibility for errors of any sort in the shop drawings.4. Architect or designer as used in these documents refers to Boone Low Ratliff Architects, 157 Van Ness Avenue, Santa Cruz, CA 95060. (831) 423-1316.5. All work shall be performed in accordance with all applicable codes, regulations and ordinances having jurisdiction.6. Contractor is responsible for examining all contract documents, field conditions, and confirming that work is buildable as shown before proceeding with construction. If there are any questions regarding these or other coordination items, the contractor is responsible for obtaining a clarification from the Architect or tenant construction coordinator before proceeding with work in question or related work.7. Prior to the issuance of a building permit, the applicant shall have evidence of current Workman’s Compensation insurance coverage on file, in compliance with section 3800 of the California Labor Code.8. Dimensions on drawings are shown to faces of walls and partitions or finished face of existing walls unless noted otherwise.9. All vertical dimensions shown are to floor slab, unless otherwise indicated.10. Contractor shall verify and be responsible for all dimensions and conditions on the job and shall notify the architect of any discrepancies immediately before commencing any work.11. Contractor shall check and verify size and locations of duct openings and plumbing runs with mechanical contractor before framing walls, floors, etc.12. Install all manufactured items, materials and equipment in strict accordance with the manufacturer’s specifications.13. “Align” as used in these documents shall mean to accurately locate finish faces in the same plane.14. “Typical” or “TYP” as used in these documents shall mean that the condition is the same or representative for all similar conditions throughout, unless noted otherwise.15. Details are usually keyed and noted “typical” only once, when they first occur and are representative of all similar conditions throughout, unless noted otherwise.16. Do not scale drawings. Dimensions govern. Large scale details govern over small scale details.17. Contractor shall be responsible for the general cleaning of a job after its completion. Unused materials to be donated.18. All requests for substitutions or items specified shall be approved by Architect.19. Glass doors, adjacent panels, and all glazed openings, within 18 inches of the adjacent floor shall be of glass approved for impact hazard.20. Center of switches shall be no more than 48" above floor.21. Centerline of 15, 20 and 30 amp receptacles shall (except permanently installed baseboard heaters) not to be less than 15” above floor. Floor outlets acceptable next to sliding panels or walls and other special convenience locations. Baseboard outlets acceptable in relocatable partitions, window walls.22. Foundation construction shall incorporate recycled flyash in concrete up to 15% and form boards shall be reused.23. Joints and other openings in the building envelope that are potential sources of air leakage shall be caulked, gasketed, weatherstripped, or otherwise sealed to limit infiltration and exfiltration.

A1.1

A2.1

A2.2

A3.1

A3.2

A3.3

A3.4

A3.5

A3.6

A3.7

A3.8

A3.9

A3.10

A3.11

A3.12

A3.13

A3.14

A3.15

A3.16

A3.17

A3.18

A3.19

A3.20

A3.21

A3.22

A4.1

A5.1

A5.2

A6.1

A6.2

A6.3

CONSTRUCTION PHASING PLAN

PROPOSED OVERALL FLOOR PLAN

EXITING AND FIRE PROTECTION PLAN

PARTIAL FLOOR PLAN

PARTIAL FLOOR PLAN

PARTIAL FLOOR PLAN

ENLARGED PLANS / INTERIOR ELEVATIONS

ENLARGED PLANS / INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

REFLECTED CEILING PLAN

DOOR / WINDOW SCHEDULES

ROOM FINISH SCHEDULE

ARCHITECTURAL DETAILS

ARCHITECTURAL DETAILS

ACCESSIBILITY DETAILS

A0 TITLE SHEET / PROJECT DATAIDM0.1

M1.0

M2.1

M2.2

M2.3

M2.4

M2.5

M2.6

M5.1

M6.1

P0.1

P2.1

P2.2

P2.3

P2.4

P2.5

P2.6

P6.1

E0.1

E0.2

E1.2

E2.1

E2.2

E3.1

E4.1

E4.2

E4.3

E4.4

E5.1

NameLEGEND, SCHEDULES & NOTES - MECHANICAL

ROOF PLAN - MECHANICAL

DEMOLITION PARTIAL FIRST FLOOR PLAN WEST - MECHANICAL

DEMOLITION PARTIAL FIRST FLOOR PLAN CENTRAL - MECHANICAL

DEMOLITION PARTIAL FIRST FLOOR PLAN EAST - MECHANICAL

NEW PARTIAL FIRST FLOOR PLAN WEST - MECHANICAL

NEW PARTIAL FIRST FLOOR PLAN CENTRAL - MECHANICAL

NEW PARTIAL FIRST FLOOR PLAN EAST - MECHANICAL

CONTROL DIAGRAMS - MECHANICAL

DETAILS - MECHANICAL

LEGEND, SCHEDULES & NOTES - PLUMBING

PARTIAL FIRST FLOOR PLAN WEST - PLUMBING - DEMOLITION

PARTIAL FIRST FLOOR PLAN CENTRAL - PLUMBING - DEMOLITION

PARTIAL FIRST FLOOR PLAN EAST - PLUMBING - DEMOLITION

PARTIAL FIRST FLOOR PLAN WEST - PLUMBING - NEW

PARTIAL FIRST FLOOR PLAN CENTRAL - PLUMBING - NEW

PARTIAL FIRST FLOOR PLAN EAST - PLUMBING - NEW

DETAILS - PLUMBING

SYMBOLS, ABBREVIATIONS, LIGHT FIXTURE SCHEDULE, CODES,STANDARDS, NOTES & SHEET INDEX

CALIFORNIA ENERGY COMPLIANCE TITLE 24 (BUILDING INTERIOR)

ELECTRICAL SINGLE LINE DIAGRAM

PANEL BOARD SCHEDULES

OVERALL ELECTRICAL PLAN - BASEMENT

OVERALL ELECTRICAL PLAN - FIRST FLOOR

ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

POWER AND SYSTEMS PLAN - FIRST FLOOR - AREA 1



ROOF POWER PLAN

MECHANICAL

M4.1 REFRIGERANT PIPING DIAGRAMS - MECHANICAL

ID NameELECTRICAL

E5.2

E5.3

E6.1

E6.2

E6.3

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL DETAILS

STRUCTURAL

S1 MINOR FRAMING CHANGESID Name

E1.1

E1.3 PANEL BOARD SCHEDULES

LIGHTING PLAN - FIRST FLOOR - AREA 1



ID Name

AD1.0

AD1.1

OVERALL DEMOLITION PLAN

OVERALL BASEMENT CEILING DEMOLITION PLAN

ARCHITECTURAL

S2 MINOR REMODEL: STRUCTURAL DETAILS



E1.4

E1.5

M0.2 TITLE 24 - MECHANICAL

22

ABBREVIATIONS

A.F.F. Above finish floorAFG Above finish gradeBD. BoardBTTM BottomC.B.C. California Bldg. CodeCL Center lineCLG CeilingCLR. ClearanceCONC. ConcreteCONT. ContinuousDBL DoubleDIM. DimensionDIM. PT Dimension pointDN DownDS. DownspoutDW DishwasherELEV. ElevationEQ. EqualF.F. Finish floorF.G. Finish gradeF.O.S. Face of studF.F.E. Finish floor elevationFL. FloorGA GaugeGC General ContractorGYP. BD. Gypsum boardHGT. HeightHM Hydronic manifoldHORIZ. HorizontalKIT KitchenMFG ManufacturedMTD MountedN.I.C. Not in contractNFPA National Fire Protection AssociationPL PlateREF RefrigeratorSIM SimilarSTL SteelT.O. Top ofTYP. TypicalTYP. MTG. Typical mounting heightVERT. VerticalWH Water heaterWTR Water

ABBREVIATIONS


ABBREVIATIONS


ABBREVIATIONS

GENERAL NOTES

VICINITY MAP

SHEET INDEXPROJECT TEAM

APPLICABLE CODESPROJECT DATA

SCOPE OF WORK

ALL CODES REFERENCED ARE TO BE USED ASAMENDED BY THE STATE OF CALIFORNIA ANDLOCAL JURISDICTION.

2016 CALIFORNIA BUILDING CODE2016 CALIFORNIA RESIDENTIAL CODE2016 CALIFORNIA GREEN BUILDING CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA FIRE CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA ENERGY CODE, PART 6

OFFICE REMODEL AREA: 15,670 s.f.BLDG USE: Office / Outpatient Exam RoomsOCC. GROUP: B

1. OWNER: COUNTY OF SANTA CRUZ GENERAL SERVICES DEPARTMENT 701 OCEAN STREET, ROOM 330 SANTA CRUZ, CA 95060 831.454.4606

2. ARCHITECT: BOONE LOW RATLIFF ARCHITECTS, INC. 157 VAN NESS AVENUE SANTA CRUZ. CA 95060 831.423.1316 Contact: Monica M. Ratliff, LEED AP

3. MECHANICAL: 4601 W WALNUT ST# 1 SOQUEL, CA 95073 (831) 464-4320 Contact: Sean Ring

2. ELECTRICAL:60 GARDEN CT #210

MONTEREY, CA 93940 (831) 646-3330 Contact: Eldridge Bell

2. STRUCTURAL:2815 MISSION ST

SANTA CRUZ, CA 95060 (831) 459-7296 Contact: Andrew Radovan

GENERAL DRAWING NOTES:

1. SYSTEM COMPONENTS MAY BE SHOWN WITH EXAGGERATED SEPARATION FOR DRAWING CLARITY and with slightly adjusted thicknesses to match elevation reference points.

2. Multiple LAYER SYSTEM COMPONENTS MAY BE SHOWN AS A SINGLE LINE FOR DRAWING CLARITY.

3. VERIFY IN FIELD DIMENSIONS, CONFIGURATIONS AND QUANTITIES.

4. manufacturer's requirements may vary slightly.

5. DETAILS ARE DIAGRAMMATIC AND CONCEPTUAL IN NATURE TO SHOW INSTALLATION INTENT. make slight alterations and adjustments to fit components for completion of work.

1080 EMELINE FIRST FLOOR REMODELCOUNTY OF SANTA CRUZHEALTH SERVICES CENTER

1080 EMELINE AVENUESANTA CRUZ, CA 95060

1080 Emeline

REMODEL OF MOST OF THE FIRST FLOOR OF THE EXISTING1080 EMELINE BUILDING TO INCLUDE OFFICE, EXAMINATION,STORAGE, RESTROOM, CORRIDOR AND OTHER ANCILLARYSPACES AS SHOWN ON DRAWINGS. THE TWO INTERIORSTAIRWAYS AND SINGLE ELEVATOR ARE NOT INCLUDED INTHE SCOPE, NOR IS THE BEHAVIORAL HEALTH SUITE IN THENORTHEAST CORNER OF THE BUILDING. REFER TO PLANSFOR SPECIFIC EXCLUDED AREAS. RENOVATIONS TO INCLUDENEW WALLS, CEILINGS, FLOORING, INTERIOR DOORS,INTERIOR WINDOWS, PAINT, CABINETRY, SIGNAGE, PLUMBINGFIXTURES, TOILET ROOM ACCESSORIES, AND ASSOCIATEDMECHANICAL AND ELECTRICAL WORK. REFER TO PLANS ANDSPECIFICATIONS FOR COMPLETE SCOPE DESCRIPTION.

N

NOT TO SCALE1 SITE PLAN

PROJECT SITE

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

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1" ACTUAL




A1.1

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

PHASING PLAN LEGEND

LIMITS OF PHASE I -

LIMITS OF PHASE II

LIMITS OF PHASE III

CONSTRUCTION PHASING NOTES1.) THE PROJECT SHALL BE COMPLETED IN THREE SEPARATE PHASES AS NOTED IN THE PLAN ABOVE, AND IN THE ORDER SHOWN. THE REMAINDER OF THE BUILDING NOT BEING WORKED ON WILL REMAIN OCCUPIED AND FUNCTIONAL DURING CONSTRUCTION.

2.) contractor shall erect temporary barriers before work begins on each phase to separate occupied areas from work areas. barriers shall be reviewed and approved by owner prior to commencement of work.

3.) contractor shall also post temporary exit signs and keep exit routes for occupied areas clear and obvious.

4.) contractor shall take care to adjust ducting as necessary to avoid contaminating occupied areas with dust from construction areas.

5.) small areas just outside of both exit stairs AND OUTSIDE OF THE EXISTING X-RAY ROOM will have to remain open and unobstructed throughout all phases of construction to allow the second floor to exit. contractor will coordinate with owner to schedule a time to complete work in these areas that does not occur during normal business hours.

6.) if there will be a disruption of power or other utilities to the occupied areas, contractor will give the owner 48 hours notice.

PHASE IEXITING PATH

PHASE ITEMPORARY BARRIER

PHASE IIEXITING PATH

PHASE IITEMPORARY BARRIER

PHASE IIIEXITING PATH

PHASE IIITEMPORARY BARRIER

NOTE:TEMPORARY BARRIERS TO RUN FLOOR-TO-CEILINGAND SHALL BE CONSTRUCTED OF ONE LAYER 1/2" PLYWOODOVER WOOD STUDS. BARRIERS SHALL BE INSTALLED ANDREMOVED WITHOUT DAMAGING FINISHES.

11 22201918171615141312109765432

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PLANNORTH

C

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EXAM IBH OFFICE

W.C.

EXAM

EXAM EXAMEXAM

ORTHO

CORRIDOR

EXAM

NURSINGSUPR

IBHOFFICE

BREAKROOM

CORRIDOR

OFFICE

W.C.ISOLATION OFFICE

CORRIDOR

CORRIDOR

CORRIDOR

CORR.

XRAY

W.C.

EXAMSUITE PROVIDER BULLPEN

CORRIDOR

STAIRN.I.C.

N.I.C. EXAM

STOR.

EXAM

EXAM

EXAM

EXAM

WOMEN'SRESTROOM

MEN'SRESTROOM

I.Z.ELEVATORS

N.I.C.

DRAWROOM

DRAWROOM

PHLEBOTOMY

STAT LAB

EXAM SUITE

REGISTRATION & WAITING

MEDS/STER/STOR WOMEN'S

RESTROOMMEETINGROOM

STAIRN.I.C.

STOR. STOR.

N.I.C.

RECEP

TIO

N

FAX

EXAM

IBHOFFICE

EXAM

BUSINESS OFFICEMED DIR

EXAM

EXAM

EXAM

EXAM

W.C.

MEN'SRESTROOM

COMP.

OFFICE

PROVIDER BULLPENHLTH CTRMGR EXAM

EXAM

PH MEDREC

EXAMEXAM

IBH OFFICE IBH OFFICE

PROVIDERBULLPEN

CHANGINGRM

RAD.OFFICE

IBHOFFICE

CORRIDOR

EXAM STE

IBHSUITEN.I.C.

IBHOFFICE

N.I.C.

IBHOFFICE

N.I.C.

IBHOFFICE

N.I.C.

IBHOFFICE

N.I.C.

IBHOFFICE

N.I.C.

IBHOFFICE

N.I.C.

CLOS.

IBHOFFICE

EXAMSUITE

IBHOFFICE

EXAM

EXAM EXAM

EXAM

EXAM

EXAM

CLOS W.C.

W.C.

CORRIDOR

ELEC.CLOS.

CORR

CORR.

CORR.

CORR.

CORRIDOR

EXAM

CORRIDOR

CORR.MEDS/STER/STOR

WORK IN THIS PART OF CORRIDORTO BE COORDINATED WITH OWNERTO OCCUR OUTSIDE OF NORMAL BUSINESS HOURS

WORK IN THIS PART OF CORRIDORTO BE COORDINATED WITH OWNER

TO OCCUR OUTSIDE OF NORMAL BUSINESS HOURS

WORK IN THIS PART OF CORRIDORTO BE COORDINATED WITH OWNERTO OCCUR OUTSIDE OF NORMAL BUSINESS HOURS

WORK IN THIS PART OF WAITING AREATO BE COORDINATED WITH OWNERTO OCCUR OUTSIDE OF NORMAL BUSINESS HOURS

PHASE III

PHASE II

PHASE I

2

NOT TO SCALE1 CONSTRUCTION PHASING PLAN

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

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6/30/17AS NOTED

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1" ACTUAL




A2.1

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

11

SEQ1

8SE

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1A3.2

1A3.3

EXAM IBH OFFICE

W.C.

EXAM

EXAM EXAMEXAM

ORTHO

CORRIDOR

EXAM

NURSINGSUPR

IBHOFFICE

BREAKROOM

CORRIDOR

OFFICE

W.C.ISOLATION OFFICE

CORRIDOR

CORRIDOR

CORRIDOR

CORR.

XRAY

W.C.

EXAMSUITE PROVIDER BULLPEN

CORRIDOR

STAIRN.I.C.

N.I.C. EXAM

STOR.

EXAM

EXAM

EXAM

EXAM

WOMEN'SRESTROOM

MEN'SRESTROOM

I.Z.ELEVATORS

N.I.C.

DRAWROOM

DRAWROOM

PHLEBOTOMY

STAT LAB

EXAM SUITE


MEDS/STER/STOR WOMEN'S

RESTROOMMEETINGROOM

STAIRN.I.C.

STOR. STOR.

N.I.C.

RECEP

TIO

N

FAX

EXAM

IBHOFFICE

EXAM

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EXAM

EXAM

EXAM

EXAM

W.C.

MEN'SRESTROOM

COMP.

OFFICE

PROVIDER BULLPENHLTH CTRMGR EXAM

EXAM

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IBHSUITEN.I.C.

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N.I.C.

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N.I.C.

IBHOFFICE

N.I.C.

IBHOFFICE

N.I.C.

IBHOFFICE

N.I.C.

CLOS.

IBHOFFICE

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IBHOFFICE

EXAM

EXAM EXAM

EXAM

EXAM

EXAM

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W.C.

CORRIDOR

ELEC.CLOS.

CORR

CORR.

CORR.

CORR.

CORRIDOR

EXAM

CORRIDOR

CORR.

SEQ1

3SE

Q2

EQ6

MEDS/STER/STOR

GENERAL NOTES:1.) EXAMINATION ROOM BEDS AND CARTS ARE SHOWN FOR REFERENCE ONLY AND ARE NOT IN SCOPE OF WORK.

2.) CUBICLES, OFFICE FURNITURE, RECEPTION DESKS, AND LOBBY FURNITURE are TO BE PROVIDED AND INSTALLED BY OTHERS. THESE ITEMS ARE SHOWN FOR REFERENCE ONLY.

3.) ANY NEW ELECTRICAL OUTLETS OR SWITCHES SHOWN ON EXISTING WALLS ARE TO BE RUN WITHIN WALL AND NOT SURFACE-MOUNTED. CUT AND PATCH EXISTING DRYWALL AS NECESSARY.

4.) EQUIPMENT IN STAT ROOM, draw rooms, med/stor./ster rooms is shown for reference only and not included in scope of work. See equipment schedule on sheet a3.15 for specific items.

5.) there is existing asbestos floor tile throughout the building. This material will remain in place and be covered with new finish materials. Minimize disruption to this material and notify owner is a significant disturbance must take place prior to work.

6.) this project will be completed in three phases, and it is the contractor’s responsibility to erect construction barriers and temporary exit signage. Before commencing work on any phase, contractor to meet with owner and architect to discuss barrier and exit signage locations.

7.) EACH ROOM TO RECEIVE NEW SIGNAGE. SEE SPECIFICATIONS FOR REQUIREMENTS. SIGNAGE TO INCLUDE ROOMS THAT ARE NOT OTHERWISE IN SCOPE. CONFIRM ROOM NUMBERING WITH OWNER PRIOR TO ORDERING.

SCALE: 3/32" = 1'-0"1 PROPOSED OVERALL FLOOR PLAN

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

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1" ACTUAL




A2.2

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

F.E.

F.E.

F.E.

F.E

.

9A6.3

2,310 sq ft

2,502 sq ft

754 sq ft

2,527 sq ft

608 sq ft 381 sq ft

1,691 sq ft

311 sq ft

178 sq ft

645 sq ft

F.E.

F.E.

F.E.

F.E.

F.E.

existing sliding door at entranceis a breakout door

ISA

office and/or outpatient clinic area(100 gross occupant load factor)

meeting room - unconcentrated(15 net occupant load factor)

waiting room (assembly) - fixed seating(occupants determined by numberof fixed seats per cbc 1004.4)

MINIMUM 44" WIDE EXIT PATHPER CBC TABLE 1020.2

LEGEND

restrooms, stairs, and corridorincidental use

FIRE EXTINGUISHER

SIGNAGE LEGENDEXIT SIGN WITH DIRECTIONAL ARROWS INTERNALLY ILLUMINATEDIN ACCORDANCE WITH CBC 2016 1013 - SEE ELECTRICAL DRAWINGS.PROVIDE TACTILE SIGN THAT READS "EXIT ROUTE" ON WALL BELOW EXIT SIGN.

EXIT SIGN INTERNALLY ILLUMINATED IN ACCORDANCE WITH CBC 2016 1013 -SEE ELECTRICAL DRAWINGS. PROVIDE TACTILE SIGN THAT READS "EXIT"ON WALL BELOW EXIT SIGN.

PROVIDE TACTILE SIGN THAT READS "NOT AN EXIT"

PROVIDE ISA AT FRONT & REAR ENTRANCES.

PROVIDE CIRCULAR GEOMETRIC SYMBOL FOR UNISEX TOILET & BATHING FACILITY,COMPLIANT WITH CBC 11B-703.7.2.6.3.

NOTE:1. REFER TO DETAIL FOR MOUNTING HEIGHTS AND ADDITIONAL SIGNAGE REQUIREMENTS.

2. ISA = INTERNATIONAL SYMBOL OF ACCESSIBILITY.

EXIT

NOT ANEXIT

S

ISA

S

S

S

S

NOT ANEXIT

NOT ANEXIT

S

S

ISA

EXIT

SIM.

SIM.

254'

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

SCALE: 1/8" = 1'-0"1 EXITING AND FIRE PROTECTION PLAN

CONSTRUCTION TYPE VA with no automatic fire sprinkler systemTotal REMODEL Square Feet: 15,670 s.f.total floor area: 17,927 sf OCCUPANCY: B-OCCUPANCY

b occupancy includes administrative, outpatient clinic and testing laboratories

DESIGN OCCUPANT LOAD CALCULATIONS:Function Gross Area Occupancy Designof Space (s.f.) Load Factor Occupant Load

FIRST FLOOR (T1004.1.2)office, outpatient clinic and testing lab 10,773 / 100 108meeting room (unconcentrated) 311 / 15 21waiting room (fixed seating) PER cbc 1004.4 50 restrooms and corridors 2,257 incidental use 0____________________________________________________________________________________________________________TOTAL (1st FL) 179

EGRESS WIDTH FIRST FLOOR -Occupancy Width Factor (1005.3.2): 179 x (0.2") = 35.8" (Min. Required)MIN. REQUIRED WIDTH = 44" (PER CBC 1020.2)

SECOND FLOOR -Occupancy Width Factor (1005.3.2): 180 x (0.2") = 36" (Min. Required)MIN. REQUIRED WIDTH = 44" (PER CBC 1020.2)

TOTAL EXIT WIDTH REQUIRED ON FIRST FLOOR (WHICH SECOND FLOOR EXITS THROUGH) =35.8" + 36" = 71.8"

EXITING CALCULATIONSA. NUMBER OF EXITS REQUIRED : 2 Occupant Load First Floor > 49 (Table 1006.2.1)

B. DISTANCE BETWEEN EXITS FIRST FLOOR Maximum Interior Diagonal = 254' Minimum Overall Distance Allowed = 254' / 2 = 127' (Section 1007.1.1) Distance Between Exits = 130' > 127' - Complies

C. EXIT ACCESS TRAVEL DISTANCE Maximum Travel Distance Allowed = 200' (Table 1017.2) INTERIOR - Maximum Exit Path= ±145' < 200' THEREFORE Complies

D. CORRIDORS Min. Corridor Width 44" per (1020.2) one hour Fire Rated Corridor for B-Occupancy per ( 1020.1) without Fire Sprinkler System Maximum Proposed Dead End Corridor Length = 17'-10" < 20' (20' max. per abc 1020.4)

FIRE RATINGSA. FIRE-RATED EXTERIOR WALLS PER CBC 705.5 EXTERIOR WALLS DO NOT REQUIRE FIRE RATING AS THE FIRE SEPARATION DISTANCE IS >30'-0" TO THE PROPERTY LINE. 0 HOURS REQUIRED FOR B OCCUPANCY.

B. Fire PARTITIONS shall extend from the TOP OF THE foundation OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE. see 708.4 CONTINUITY

C. OPENINGS IN FIRE PARTITIONS PER CBC TABLE 716.5, DOORS AND FIRE SHUTTER ASSEMBLIES ARE REQUIRED TO HAVE 20 MINUTE RATINGS. DOOR VISION PANELS ARE LIMITED TO MAXIMUM SIZE TESTED PER ASTM E119 AND ARE REQUIRED TO HAVE D-20 MARKING FOR GLAZING. SIDELIGHTS OR TRANSOMS ARE REQUIRED TO HAVE 45 MINUTE RATING WITH GLAZING LIMITED TO MAXIMUM SIZE TESTED PER ASTM E119, AND ARE REQUIRED TO HAVE D-H-OH-45 MARKING.

FIRE ALARMS AND DETECTION SYSTEM

1. PER CBC 907.2.2, A MANUAL FIRE ALARM SYSTEM IS REQUIRED SINCE THE BUILDING IS A"B" OCCUPANCY WITH MORE THAN 100 PERSONS ABOVE OR BELOW THE LOWEST LEVELOF EXIT DISCHARGE.

2. PER CBC 907.5.2.3, VISIBLE FIRE ALARMS ARE REQUIRED IN PUBLIC AREAS ANDCOMMON USE AREAS INCLUDING CORRIDORS, LOBBIES, MEETING ROOMS, ANDRESTROOMS.

3. PER CBC 907.5.2.1, AUDIBLE FIRE ALARMS ARE REQUIRED IN EVERY OCCUPIED SPACEWITHIN THE BUILDING. THE ALARMS SHALL BE A MINIMUM OF 15 DECIBELS ABOVE AMBIENTSOUND OR 5 DECIBELS ABOVE MAX. SOUND LEVEL WITH A DURATION OF 60 SECS MIN.MAX SOUND PRESSURE 110 DBA. IN ROOMS WITH AVE. AMBIENT NOISE GREATER THAN 95DBA, VISIBLE ALARMS TO BE PROVIDED.

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

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1" ACTUAL




A3.1

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

D86

D06

D05D07D01

D20D27

D22

D30

D38

D37

D11

D18 D16 D28

D33D29

D24

D23

D26

D25

D14D15

D12

D13

D17

D31

D09

D32

D04D03D02 D08 D10

H

G

E

D

B

A

E1

C1

RF/

EQ

1

RE

FRIG

F.E.

F.E

.

C

C

5A6.1

10A6.1

17'-10

"

5'-9"

3'-0

"2'-8

"1'-

11"

2'-1

0"

20'-5"

32'-10"

8'-2"

6'-0

"

9'-4" 5'-0" 3'-3" 6'-10"

13'-8"

3'-2"

11'-3" 3'-0"

3'-5"

8'-8"

6'-4"

6'-1"12'-1" 13'-4"

10'-8" 2'-7" 4'-11" 7'-9" 18'-5" 9'-5" 11'-7"

18'-6"

8'-0" 11'-11" 7'-3" 26'-6" 12'-5"

5'-5"

7'-9

"

7'-8

"5'-4"

2'-5

"10

'-5"

1'-9"

8'-9" 4'-6" 1'-9"

11'-7" 24'-1" 10'-0" 9'-6" 2'-0"

5'-5"

4'-1"

9'-6"

14'-3" 10'-2"

32'-9"

7'-1

"4'-5"

7'-0

"

9'-6"

6'-5"

3'-6"

6'-0"

8'-0

"

8'-3"

2'-2

"

2'-9" 2'-2"

5'-8"

2'-4

"5'-10

"

3'-0" 2'-0"

3'-7"

6'-0

"

01

02

03

04 A3.6 01

02

03

04 A3.6

01

02

03

04 A3.601

02

03

04 A3.6

01

02

03

04 A3.7

01

02

03

04 A3.7

01

02

03

04 A3.7

01

02

03

04 A3.8

01

02

03

04 A3.8

01

02

03

04 A3.4

0204 A3.7

01

02

03

04 A3.13

01

02

03

04 A3.9

01

02

03

04 A3.9

01

02

03

04 A3.9

01

02

03

04 A3.9

01

02

03

04 A3.8

01

02

03

04 A3.10

01

02

03

04 A3.10

01

02

03

04 A3.10

01

02

03

04 A3.10

01

02

03

04 A3.11

01

02

03

04 A3.11

01

02

03

04 A3.12

01

02

03

04 A3.11

01

02

03

04 A3.8

2

2

2

2

2

2

2

2

2

2

2

1

2

2

2

2

22

2

2 1

2

1

2

2

2 22

2 2

2 2

2 2

2

2 2 1

3

22 2

3

3

3

3

2

3

3

5

5

5

6

2

EXAM105

IBH OFFICE110

W.C.111

EXAM112

EXAM106

EXAM109

EXAM113

ORTHO107

CORRIDOR170

EXAM102

NURSINGSUPR

115

IBH OFFICE117

BREAK ROOM118

CORRIDOR169

CORR.171

XRAY120

W.C.121

EXAM SUITE123

PROVIDERBULLPEN

126

CORRIDOR172

STAIRN.I.C.150B

N.I.C. EXAM127

STOR.171A

EXAM128

EXAM130

WOMEN'SRESTROOM

139

EXAM123C

IBH OFFICE123B

EXAM123A

W.C.124

COMP.125

PROVIDERBULLPEN

132

CHANGING RM122

RAD.OFFICE

116

IBH OFFICE114

CLOS.108

EXAM101

EXAM104

CLOS123D

ELEC.CLOS.108A

CORR.169A

CORR.170A

EXAM103

CORRIDOR173

5" 9'-11" 5" 12'-1" 9'-2"

21'-11"

9'-5"

2'-3

"3'-10

"3'-6"

EQ5

MEDS/STER/STOR

119

7654321 8a

1A6.2

3A6.3

2A6.2

3A6.2

4A6.2

5A6.2

6A6.2

1

2

3

1

2

3

4

5

6

FLOOR PLAN LEGEND

WALL

SYMBOL

TYPE FIRERATING DETAIL REMARKSWIDTH

5 1/2"1 hr

5 1/2"

7 7/8"1 hr

non-rated

non-rated

5 1/2"

7 7/8"

--

--

(E) interiorconcrete wall

TO REMAIN

(E) interior wallTO REMAIN

(n) metal studinterior wall

1 hr ratedcorridor wall

(CONVERTED FRAME)

(n) 1 hr ratedcorridor wall

DESCRIPTION

KEY NOTES:

PATCH WALLS AS NECESSARY TO MATCH(E) ADJACENT WALL TEXTURE

(E) EXTERIOR wallTO REMAIN

INSTALL 2"X2"X48" STAINLESS STEELWALL CORNER GUARD

(n) drinking fountain. see det.for requirements

(E) frame to be reglazed withlow-e dual paned glass windowto maTCh existing.

(E) recessed trash RECEPTACLE to remain

(E) lockers to be relocated bygeneral contractor to this location

F.E.

1A6.3

(E) FIRE EXTINGUISHER CABINET TO REMAIN. FIELD VERIFYIF ENCLOSURE HAS ONE HOUR RATING. IF NOT REPLACEWITH NEW ONE HOUR RATED CABINET.

ACESSIBLE CLEARANCES AT DOORS.SEE DET. FOR REQUIREMENTS

NOTE:1. CUBICLES, OFFICE FURNITURE, RECEPTION DESKS, AND LOBBY FURNITURE are TO BE PROVIDED AND INSTALLED BY OTHERS. THESE ITEMS ARE SHOWN FOR REFERENCE ONLY.

MAT

CH

LIN

ESE

E S

HEE

T A

3.2

PLANNORTH

2

2

SCALE: 1/4" = 1'-0"1 PARTIAL FLOOR PLAN

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

INTE

RIO

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1" ACTUAL




A3.13

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

D43 D42

1

D41EQ3 EQ2

3

EQ3

3

1

SCALE: 3/8" = 1'-0"INTERIOR ELEVATIONS

1A3.61

LEGEND TYPICAL EXAM ROOM STATION, SEET DETAIL

(E) TRASH RECEPTACLE TO REMAIN

EQUIPMENT BY OWNER, SEE EQUIPMENT SCHEDULE, SHEET

(N) built-in CABINETS, SEE FINISH NOTES 9 & 10, SHEET

(N) ADJUSTABLE SHELVING BY GENERAL CONTRACTOR

'BOB RICK' B-505 Recessed SPECIMEN PASS-THROUGH CABINET

A3.153

TYPICAL EXAM ROOM STATION, SEET DETAIL

(E) TRASH RECEPTACLE TO REMAIN

EQUIPMENT BY OWNER, SEE EQUIPMENT SCHEDULE, SHEET

(N) built-in CABINETS, SEE FINISH NOTES 9 & 10, SHEET

(N) ADJUSTABLE SHELVING BY GENERAL CONTRACTOR

'BOB RICK' B-505 Recessed SPECIMEN PASS-THROUGH CABINET

NOTE:1. CUBICLES, OFFICE FURNITURE, AND RECEPTION DESKS, are TO BE PROVIDED AND INSTALLED BY OTHERS. THESE ITEMS ARE SHOWN FOR REFERENCE ONLY.

2

01 PROVIDER BULLPEN 132 - North 02 PROVIDER BULLPEN 132 - East 03 PROVIDER BULLPEN 132 - South

04 PROVIDER BULLPEN 132 - West

01 ISOLATION 134 - North 02 ISOLATION 134 - East 03 ISOLATION 134 - South 04 ISOLATION 134 - West

01 I.Z. 138 - North 02 I.Z. 138 - East 03 I.Z. 138 - South 04 I.Z. 138 - West

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

PAR

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1" ACTUAL




A3.2

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

SEQ1

8SE

Q10

SEQ1

4

D50 D49

D21

D44D43

D38

D37

D39

D40

D52

D54D33

D84

D36

D83

D42

D45

D51

D34D35

D41

D82

W04W03

D47

D48

D46

D53

D85

RF / E

Q3FZ

/ EQ2

F.E.

RF / EQ4

1A3.4

5A6.1

5A6.15

A6.1

10A6.1

10A6.1

36'-4" 7'-10"

20'-5"

12'-6" 8'-1"

12'-4"

5'-5"

6'-8" 6'-5" 7'-0" 12'-4"

4'-0

"

4'-8"

4'-0

"

2'-11" 4'-0" 2'-4" 13'-2" 13'-0"

8'-1"

4'-0" 3'-4" 1'-7"

EQ. EQ.

15'-8"11'-3" 3'-0"

6"

3'-5"

6'-4"

6'-1"13'-4"

12'-5" 18'-10" 2'-8"1'-7"

4" 6'-0" 7'-3"

32'-9" 11'-4"

7'-1

"4'-5"

7'-0

"

2'-3

"13

'-10

"2'-5

"

8'-0" 15'-8" 9'-7"

4'-0

"4'-0

"

9'-3"

9'-7"

19'-5" 3'-4" 11'-7"

4'-3" 13'-9" 6'-0" 6'-5" 5'-9" 8'-11" 15'-4"

5'-9"

2'-2

"

6'-0" 3'-8" 8" 3'-4" 6'-4"

3'-2"

1'-10

"

EQ EQ

4'-0

"4'-0

"

SEQ1

13'-6"

5'-5"

24'-1" 8"

4'-0

"5'-3"

9'-7"

5'-5"

7'-4

"10

'-5"

6'-3"

4'-8"

6'-0

"2'-0

"

5'-0

"

1'-0

"8'-11"

8'-10

"

5'-0"TYP.

5'-0

"

5'-0

"

5'-0"

01

02

03

04 A3.4

01

02

03

04 A3.4

01

02

03

04 A3.13

02

01

02

03

04 A3.11

01

02

03

04 A3.12

01

02

03

04 A3.12

01

02

03

04 A3.12

01

02

03

04 A3.13

01

02

03

04 A3.13

01

02

03

04 A3.15

01

02

03

04 A3.14

01

02

03

04 A3.14

01

02

03

04 A3.14

01

02

03

04 A3.16

01

02

03

04 A3.16

01

03

04 A3.17

01

02

03

04 A3.17

04

01

02

03

04 A3.22

01

02

03

04 A3.22

01

02

03

04 A3.22

01A3.14

02A3.14

2 2

1

2

1

2

2

2

22

2

4

3

1

33

2

2

1

2 2

2

2

2

2

1

2

2

3

2

2

3

3

3

7

2

2

2

2

2

2

3

3

3

2

2

2

2

(N) 42"HIGH WALL

8

9

(N) linoleum tile -COLOR 1

(N) linoleumtile -COLOR 2

11 11

1010

1010

1010

10



SEQ12SEQ11

SEQ4

SEQ7

SEQ5

SEQ8

SEQ3

SEQ 15

SIM.

SIM.

CORRIDOR169

OFFICE136

W.C.133

ISOLATION134

OFFICE135

CORRIDOR141

CORRIDOR168

EXAM127

EXAM128

EXAM130

EXAM129

EXAM131

WOMEN'SRESTROOM

139

MEN'SRESTROOM

140

I.Z.138

ELEVATORSN.I.C.

DRAW ROOM142A

DRAW ROOM142B

PHLEBOTOMY142

STAT LAB142C

REGISTRATION &WAITING

100

MEDS/STER/STOR

144

RECEP

TIO

N16

5

FAX142D

BUSINESSOFFICE

149

HLTH CTR MGR163

PH MED REC164

EXAM153A

IBH OFFICE153D

PROVIDERBULLPEN

132

CORRIDOR137

W.C.143

CORR166A

CORR.169A

CORR.100A

CORRIDOR174

CORRIDOR173

SEQ1

3SE

Q2

W02

W01

21'-11"

12'-9"

6'-1"

EQ

EQ

1

2

EQ6

11 151413121098a

1A6.2

3A6.3

2A6.2

3A6.2

4A6.2

5A6.2

6A6.2

1

2

3

1

2

3

4

FLOOR PLAN LEGEND

WALL

SYMBOL


5 1/2"1 hr

5 1/2"

7 7/8"1 hr

non-rated

non-rated

5 1/2"

7 7/8"

--

--


TO REMAIN




(CONVERTED FRAME)


DESCRIPTION

KEY NOTES:






7

8

INFILL FLOOR with concrete - see structural drawings.THE TOP OF FLOOR INFILL SHOULD FLUSH OUT WITH(E) ADJACENT FLOORING.

(N) EMPLOYEE lockers BY GENERAL CONTRACTOR -'GLOBAL' INFINITY™ LOCKER, DOUBLE TIER 3 WIDE,12X18X36, ASSEMBLED GRAY

F.E.

1A6.3

9

11

10




APPLY WINDOW FILM ON INTERIOR SIDE OF WINDOWS -3M™ BLACKOUT FILM

GREY HATCH INDICATES AREA OF FLOOR TO RECEIVEPRIMER AND SELF-LEVELING UNDERLAYMENT COMPOUNDPRIOR TO INSTALLATION OF NEW FLOORING.

SLOPE (N) SELF-LEVELING FLOOR UNDERLAYMENTIN THESE AREAS TO PROVIDE A SMOOTH TRANSITIONBETWEEN ADJOINING FLOOR HEIGHTS.

MAT

CH

LIN

ESE

E S

HEE

T A

3.1

MAT

CH

LIN

ESE

E S

HEE

T A

3.3

PLANNORTH

22

2

2

2

2


2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

PAR

TIA

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LATE

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BR

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1" ACTUAL




A3.3

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

D69

D68

D87

D54 D56

D79

D65

D64

D84

E

D83

D62

D63

D61

D60

D76 D75 D74

D73D71

D70

D72

D67

D66

D51

D82 D81 D80

D59

D77

D78D57D53 D55

F.E.

1A3.5

5A6.1

5A6.1

6A6.1

5A6.1

6A6.1

5A6.1

5A6.1

10A6.1

5'-3"

10'-2"

7'-1

0"

8'-1" 13'-2" 32'-9"

18'-5"

6'-7"

9'-0

"

12'-4" 5'-2" 11'-3"

8'-1" 17'-0"

13'-3"

13'-3"

5'-2"

9'-2" 9'-7" 9'-11"

2'-3"

7'-6" 7'-6" 10'-6"

5'-10

"6'-4"

12'-6" 4'-5" 7'-10"

8'-6"

4'-0

"

5'-5" 15'-11"

8'-8"

8'-8"

13'-0" 6'-5" 14'-4" 7'-10" 8'-3"

1'-6"

4'-0" 7'-6" 4'-4"

2'-5"

8'-10

"4'-9"

4'-9"

2'-5

"2'-4

"

9'-7" 6'-6" 28'-4" 7'-2" 3'-7"

9'-3"

9'-7"

3'-4" 11'-7" 6'-0" 27'-4" 3'-2"

2'-0

"3'-0

"14

'-6"

6'-7"

15'-0

"

15'-4" 29'-8" 14'-2"

6'-9"

4'-2"

6'-10

"

2'-3" 5'-7"

7'-0

"3'-9"

7'-0

"

9'-1"

8'-8"

9'-1"

8'-8"

7"8'-5"

2'-5

"2'-4

"4'-9"

12'-2"

8'-2" 8'-3"

6'-9"

4'-2"

5'-10

"

5'-0"

8" 12'-9" 14'-5"

01

02

03

04 A3.5

01

02

03

04 A3.5

01

02

03

04 A3.16

01

02

03

04 A3.16

01

02

03

04 A3.17

01

02

03

04 A3.17

01

02

03

04 A3.17

01

02

03

04 A3.18

01

02

03

04 A3.18

01

02

03

04 A3.18

01

02

03

04 A3.17

01

02

03

04 A3.18

01

02

03

04 A3.19

01

02

03

04 A3.20

01

02

03

04 A3.20

01

02

03

04 A3.20

01

02

03

04 A3.20

01

02

03

04 A3.19

01

02

03

04 A3.19

01

02

03

04 A3.21

01

02

03

04 A3.21

01

02

03

04 A3.21

01

02

03

04 A3.22

3 3

2

2

22

44

3

2

2

2

2

3 2 2 2

3

3

3

3

3

3

32

2

1

1

3

2

2

2

2

3

3

3

3

33

3

3

2

2

1

8

SEQ7

SEQ3

CORRIDOR166

EXAM SUITE154

WOMEN'SRESTROOM

146 MEETING ROOM157

STAIR150A

STOR.152

STOR.151

N.I.C.MED DIR

148

EXAM145

EXAM154A

EXAM154B

EXAM154C

MEN'SRESTROOM

147

OFFICE156

PROVIDERBULLPEN

160HLTH CTR MGR

163EXAM

161

EXAM162

EXAM153BEXAM

153A

IBH OFFICE153D

IBH OFFICE153C

EXAM STE153

IBH SUITEN.I.C.155

IBH OFFICEN.I.C.155A

IBH OFFICEN.I.C.155B

IBH OFFICEN.I.C.155C

IBH OFFICEN.I.C.155D

IBH OFFICEN.I.C.155E

IBH OFFICEN.I.C.155F

IBH OFFICE158A

EXAM SUITE158

IBH OFFICE158B

EXAM158C

EXAM158F

EXAM158E

EXAM158D

W.C.159

CORRIDOR167

CORR166A

CORR.168A

D58

EQ6

22201918171615 21

1A6.2

3A6.3

2A6.2

3A6.2

4A6.2

5A6.2

6A6.2

1

2

3

1

2

3

4

FLOOR PLAN LEGEND

WALL

SYMBOL


5 1/2"1 hr

5 1/2"

7 7/8"1 hr

non-rated

non-rated

5 1/2"

7 7/8"

--

--


TO REMAIN




(CONVERTED FRAME)


DESCRIPTION

KEY NOTES:






8(N) EMPLOYEE lockers BY GENERAL CONTRACTOR -'GLOBAL' INFINITY™ LOCKER, DOUBLE TIER 3 WIDE,12X18X36, ASSEMBLED GRAY

F.E.

1A6.3




MAT

CH

LIN

ESE

E S

HEE

T A

3.2

PLANNORTH

22


2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

EN

LAR

GE

D P

LAN

S /

INTE

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LEVA

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OF

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1" ACTUAL




A3.4

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

D34D35

60"

MIN

.

24" MIN.

60"

MIN

.

24" MIN.

60" M

IN. 60" MIN.

34" MIN. 34" MIN.

59" MIN. FOR FLR. MTD. W.C.59" MIN. FOR FLR. MTD. W.C.

01

02

03

04 A3.4

01

02

03

04 A3.4

4

3

22

1

33

5

6

66

37

7

1

9

10 10

9

4

5

8

6

11 11

8

1212

30"X48"CLR SPACE

30"X48"CLR SPACE

WOMEN'SRESTROOM

139

MEN'SRESTROOM

140

1

14

5

4

8

12

34" A

.F.F.

MA

X.

27"

MIN

.

2

5

8

46

12

14

3

15

77

D34

3

14

1

15

14

8

1

14

5

4 14

1

15

1414

34" A

.F.F.

MA

X.

27"

MIN

.

5

4

8

6

3

3

2

14

12

15

6

D35

19"

MIN

.

48"

MO

UN

TIN

G H

IEG

HT

FOR

RES

TRO

OM

AC

CES

SOR

IES

WIT

H O

PER

ABL

E PA

RTS

40"

MA

X.

33'-3

6"

MIRRORTOWEL /WASTE

SOAPDISPENSERSEAT COVER

GRAB BAR

TISSUE

8A6.3

8A6.3

8A6.1

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

BATHROOM FIXTURE / ACCESSORY LEGEND 'BOBRICK' B-3852 ClassicSeries® Semi-Recessed Convertible Paper Towel Dispenser and Waste Receptacle

'BOBRICK' B-6806 1 1/2" Dia. Stainless Steel Grab Bars w/ Snap Flange

'BOBRICK' B-2888 Surface-Mounted Multi-Roll Toilet Tissue Dispenser

'BOBRICK' 818615 ConturaSeries® Surface-Mounted Soap Dispenser for Antibacterial Soaps

'BOBRICK' B-293 Tilt Mirror w/ Stainless Steel Frame

'BOBRICK' B-221 ClassicSeries® Surface-Mounted Seat-Cover Dispenser

'BOBRICK' B-270 ConturaSeries® SURFACE-MOUNTED Sanitary Napkin Disposal

'truebro' lavguard®2 e-z series - Under lavatory pipe guard

Sanitary facility Door Signage - SEE

Sanitary facility Wall Signage - SEE

3M™ BLACKOUT FILM

EPOXY RESIN COUNTERTOP - DURCON INC, GRAPHITE

NOT USED

48" MARMOLEUM WAINSCOT WITH aluminum CAP, TYP. ALL WALLS - MARMOLEUM WALTON UNI, 186, LEAD

TOILET PARTITION - 'BOBRICK' SIERRA™ Series, SC01, GOLDEN KHAKI

2A3.4

4A6.3

5A6.3

7A6.3

NOTE:

1. SEE FOR ACCESSIBLE ACCESSORY MOUNTING HEIGHTS

2. Toilet compartment door shall have automatic closing device and clear opening of 34" min.

3. Hardware shall be equipped with a loop or U-shaped handle below the latch.

4. 6" min. wall base typ.

5. Toilet to be 17" high Min. and 19" Max. including toilet seat.

6. Wall Hung Sink to be Mounted with Rim 34" AFF Max.

7. see details for further information on accessibility requirements.

2

2

2

2

SCALE: 3/8" = 1'-0"1 RESTROOMS 139 & 140 - Enlarged Plan and Interior Elevations

01 RESTROOM 139 - North 02 WOMEN'S RESTROOM 139 - East 03 WOMEN'S RESTROOM 139 - South

04 WOMEN'S RESTROOM 139 - West

01 MEN'S RESTROOM140 - North 02 MEN'S RESTROOM140 - East 03 MEN'S RESTROOM140 - South

04 MEN'S RESTROOM140 - West

SCALE: 1/2" = 1'-0"2 RESTROOM ACCESSORY MOUNTING HEIGHTS

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

RE

FLE

CTE

D C

EIL

ING

PLA

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SA

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CR

UZ

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50

60

1080

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NE

FIR

ST

FLO

OR

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1" ACTUAL




A4.1

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

11 22201918171615141312109765432

H

G

E

D

B

A

1

E1

C1

8a 21

PLANNORTH

C

C

1S1

8'-0" A.F.F.

8'-0" A.F.F.

8'-9 1/2" A.F.F. 8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F. 8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F. 8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

(E) to remain

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

8'-9 1/2" A.F.F.

8'-o" A.F.F.

8'-9 1/2" A.F.F. 8'-o" A.F.F.

8'-9 1/2" A.F.F.8'-9 1/2" A.F.F.8'-9 1/2" A.F.F.8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.

8'-9 1/2" A.F.F.

VARIES

8'-0" A.F.F.

8'-0" A.F.F. 8'-9 1/2" A.F.F.

8'-0" A.F.F.

8'-0" A.F.F.8'-0" A.F.F.8'-0" A.F.F.

8'-0" A.F.F.

8'-9 1/2" A.F.F.

8'-0" A.F.F.

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-0" A.F.F.

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

1

8'-9 1/2" A.F.F.

8'-9 1/2" A.F.F.

8'-0" A.F.F.

1

exit

N.I.C.

N.I.C.

N.I.C. N.I.C.

N.I.C.N.I.C.

N.I.C.N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C. N.I.C.

1A6.1

2A6.1

6S2

1

CEILING SYMBOLSRECESSED FIXTURE PERELECTRICAL DRAWINGS

2'X4' GRID MOUNTED LIGHT FIXTUREPER ELECTRICAL DRAWINGS

2'X2' GRID MOUNTED LIGHT FIXTUREPER ELECTRICAL DRAWINGS

(N) SUSPENDEDACOUSTICAL CEILING TILE. SEE DETS.

(N) GTYPSUM WALLBOARD CEILING SUPPORTEDBY steel JOISTS @ 16" o.c. - see structural det.

NOTES:

EXISTING SOFFIT TO REMAIN. ALL EXPOSED SURFACES TO RECEIVE NEW PAINT.

4'w x 2"L x 5"D wall MOUNTED LIGHT FIXTUREPER ELECTRICAL DRAWINGS

24" DIA PENDANT MOUNTED LIGHT FIXTUREPER ELECTRICAL DRAWINGS

SUPPLY

RETURN

EXHAUST

2

2

SCALE: 3/32" = 1'-0"1 REFLECTED CEILING PLAN

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

DO

OR

/ W

IND

OW

SC

HE

DU

LES

CO

UN

TY

OF

SA

NTA

CR

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10

80

EM

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AV

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SA

NTA

CR

UZ

, C

A 9

50

60

1080

EM

ELI

NE

FIR

ST

FLO

OR

RE

MO

DE

L

SE

AL

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rs/V

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ox/1

080

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ELI

NE

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L/A

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NE

RE

MO

DE

L.pl

nA

RC

HIC

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MA

STE

RTE

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LATE

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1" ACTUAL




A5.1

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

DOOR SCHEDULE

MARKSIZE

W HTMATL FRAME GLZ TYPE

DETAIL

JAMB HEAD SILLFIRE

RATINGHDWRGROUP NOTES

3'-0"

6'-8

"

34"

MIN

44"

MA

X.

3'-0"

6'-8

"

34"

MIN

44"

MA

X.

4"

25"

3'-6"

6'-8

"

25"

4"

34"

MIN

44"

MA

X.

6'-0"

6'-8

"

25"

4"

3'-6"

6'-8

"

34"

MIN

44"

MA

X.

A B C D E

DOOR NOTES1. DOORS WITHOUT A MARKER ARE EXISTING TO REMAIN

2. SEE FLOOR PLAN FOR DOOR SWING DIRECTION

3. SEE DOOR HARDWARE SPECIFICATION FOR DETAILS OF HARDWARE GROUPS

4. CONTRACTOR TO VERIFY JAMB WIDTH PRIOR TO ORDERING DOOR FRAMES

5'-0"

6'-8

"

2'-8"

6'-8

"

34"

MIN

44"

MA

X.

2'-2"

6'-8

"

34"

MIN

44"

MA

X.

6'-0"

6'-8

"

E F G J K

WINDOW SCHEDULE

MARK

W01

W02

W03

W04

ELEVATION

10A6.1

10A6.1

10A6.1

DIM (W x H)

4'-0"x3'-4"

3'-0"x3'-4"

3'-0"x3'-4"

3'-0"x3'-4"

FIRERATING

45 min.

45 min.

45 min.

45 min.

MATL

STEEL/WIREGLASS

STEEL/WIREGLASS

STEEL/WIREGLASS

STEEL/WIREGLASS

OPERATION

SLIDING

FIXED

SLIDING

SLIDING

HDR HT

6'-8"

6'-8"

6'-8"

6'-8"

NOTES

FYRE-TEC 900 SERIES ORAPPROVED EQUAL. FRAMECOLOR TO BE CHOSEN BYARCHITECT. PROVIDE LOCK.

FYRE-TEC 900 SERIES ORAPPROVED EQUAL. FRAMECOLOR TO BE CHOSEN BYARCHITECT.



D72

D73

D74

D75

D76

D77

D78

D79

D80

D81

D82

D83

D84

D85

D86

D87

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

5'-0"

2'-8"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-6"

3'-0"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

SOLID CORE WOOD.DOUG FIR VENEER.














(E) DOOR

(E) DOOR

PAINTED HOLLOW METAL FRAME.





PAINTED HOLLOW METAL FRAME.20 MIN. RATED.









(E) FRAME


--

--

--

--

--

--

--

--

--

--

--

--

--

FIRE RATED GLAZING, 100SQ. IN. MAX.

--

--

A

A

A

A

A

F

G

A

A

A

A

A

A

B

--

--

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

4/A6.1

--

3/A6.1

3/A6.1

3/A6.1

3/A6.1

3/A6.1

--

--

--

3/A6.1

3/A6.1

--

--

--

--

--

(non-rated)

(non-rated)

(non-rated)

(non-rated)

(non-rated)

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

(non-rated)

(non-rated)

20 min.

--

20 min.

11

10

10

10

10

19

14

6

1

1

6

11

11

6

20

--

--

--

--

--

--

--

--

--

--

--

--

--

UNDERCUT DOOR 3/4"

VISION PANEL

(N) SECURITY HARDWARE. INTERIOR SIDEOF DOOR/FRAME TO BE REPAINTED.(E) DOOR TO REMAIN. REPLACE (E) DOORFRAME W/ (N) 20 MIN. RATED H.M. FRAME.

DOOR SCHEDULE

MARK

D01

D02

D03

D04

D05

D06

D07

D08

D09

D10

D11

D12

D13

D14

D15

D16

D17

D18

D20

D21

D22

D23

D24

D25

D26

D27

D28

D29

D30

D31

D32

D33

D34

D35

D36

D37

D38

D39

D40

D41

D42

D43

D44

D45

D46

D47

D48

D49

D50

D51

D52

D53

D54

D55

D56

D57

D58

D59

D60

D61

D62

D63

D64

D65

D66

D67

D68

D69

D70

D71

SIZE

W

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-6"

6'-0"

3'-0"

3'-0"

3'-0"

3'-0"

2'-2"

2'-8"

3'-0"

3'-0"

3'-0"

3'-0"

2'-2"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-6"

2'-8"

3'-0"

3'-0"

6'-0"

6'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

3'-0"

HT

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

6'-8"

MATL







































































FRAME







































































GLZ

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FIRE RATED GLAZING, 100SQ. IN. MAX.--

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TYPE

A

A

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A

A

A

A

B

A

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E

K

B

A

A

A

J

G

A

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A

A

J

A

A

A

B

A

A

A

A

A

A

A

B

B

B

C

G

A

A

D

D

A

A

A

A

A

A

B

A

A

A

A

B

A

A

A

A

A

B

A

DETAIL

JAMB

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HEAD

4/A6.1

4/A6.1

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SILL

3/A6.1

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3/A6.1

FIRERATING

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

(non-rated)

20 min.

(non-rated)

(non-rated)

(non-rated)

(non-rated)

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

(non-rated)

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

(non-rated)

20 min.

(non-rated)

(non-rated)

20 min.

20 min.

(non-rated)

(non-rated)

(non-rated)

(non-rated)

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

20 min.

(non-rated)

(non-rated)

(non-rated)

(non-rated)

20 min.

(non-rated)

(non-rated)

(non-rated)

20 min.

20 min.

20 min.

(non-rated)

HDWRGROUP

1

1

1

1

2

3

1

1

1

4

5

1

1

6

6

6

4

4

7

8

9

10

11

10

12

5

13

13

13

6

14

1

15

15

13

1

1

1

1

13

6

6

13

13

9

16

5

17

17

18

18

6

13

6

1

15

15

9

10

11

11

10

9

10

10

10

6

6

9

11

NOTES

--

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--

--

--

--

--

--

--

--

--

--

--

VISION PANEL

--

--

--

--

--

HOLD OPEN / CARD READER

VISION PANEL / HOLD OPEN

--

--

--

--

CARD READER

CARD READER

CARD READER

--

--

--

--

--

VISION PANEL / CARD READER

--

--

--

--

CARD READER

--

--





--

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--



--

CARD READER

--

--

--

--


--

--

--

--


--

--

--

--

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--

2

2

DOOR TYPES

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

RO

OM

FIN

ISH

SC

HE

DU

LE

CO

UN

TY

OF

SA

NTA

CR

UZ

10

80

EM

EL

INE

AV

EN

UE

SA

NTA

CR

UZ

, C

A 9

50

60

1080

EM

ELI

NE

FIR

ST

FLO

OR

RE

MO

DE

L

SE

AL

/Use

rs/V

ivi/D

ropb

ox/1

080

EM

ELI

NE

RE

MO

DE

L/A

rchi

cad/

1080

EM

ELI

NE

RE

MO

DE

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AD

MA

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RTE

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LATE

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BO

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OW

CO

NS

ULT

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OU

P |

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HTS

RE

SE

RV

ED

| w

ww

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| w

ww

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hica

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m


1" ACTUAL




A5.2

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

154

154A

154B

154C

155

155A

155B

155C

155D

155E

155F

156

157

158

158A

158B

158C

158D

158E

158F

159

160

161

162

163

164

165

166

166A

167

168

168A

169

169A

170

170A

171

171A

172

173

174

EXAM SUITE

EXAM

EXAM

EXAM

IBH SUITE

IBH OFFICE

IBH OFFICE

IBH OFFICE

IBH OFFICE

IBH OFFICE

IBH OFFICE

OFFICE

MEETING ROOM

EXAM SUITE

IBH OFFICE

IBH OFFICE

EXAM

EXAM

EXAM

EXAM

W.C.

PROVIDER BULLPEN

EXAM

EXAM

HLTH CTR MGR

PH MED REC

RECEPTION

CORRIDOR

CORR

CORRIDOR

CORRIDOR

CORR.

CORRIDOR

CORR.

CORRIDOR

CORR.

CORR.

STOR.

CORRIDOR

CORRIDOR

CORRIDOR

ACT

ACT

ACT

ACT

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

(N) HARD LID /SEMIGLOSS

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT


ACT

ACT

ACT

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-0"

8'-9 1/2"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

LINOLEUM TILE - COLOR 1




(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN










(E) TO REMAIN

















(E) TO REMAIN




RUBBER

RUBBER

RUBBER

RUBBER

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

-FINISH SCHEDULE

ROOM NUMBER ROOM NAME CEILING CLG. HGHT FLOORING BASEBOARD WALLS NOTES

FINISH NOTES:

1. LINOLEUM TILE COLOR 1 - MARMOLEUM MODULAR, T3053, DOVE BLUE, 20"X20" - EACH TILE TO BE PLACED AT A QUARTER TURN TO ITS ADJACENT TILE

2. LINOLEUM TILE COLOR 2 - MARMOLEUM MODULAR, T3136, CONCRETE, 20"X20" - EACH TILE TO BE PLACED AT A QUARTER TURN TO ITS ADJACENT TILE

3. LINOLEUM SHEET COLOR 1 - MARMOLEUM REAL, 3053, DOVE BLUE

4. LINOLEUM SHEET COLOR 3 - MARMOLEUM REAL, 3233, SHITAKE

5. LINOLEUM SHEET COLOR 4 - MARMOLEUM WALTON UNI, 186, LEAD

6. RUBBER - 4" BURKE FLOORING, UNI-COLOR, 208 LIGHT GRAY

7. COVED 6" - MARMOLEUM REAL, 3233, SHITAKE

8. PAINT - KELLY MOORE, KMW46-1, PICKET FENCE

9. ALL PLASTIC LAMINATE CABINET BODIES, DOORS, AND EXPOSED FACES TO BE WILSONART, 1572-60, ANTIQUE WHITE

10.ALL PLASTIC LAMINATE COUNTERTOPS TO BE WILSONART, D96-60, SHADOW

11.ALL EPOXY RESIN COUNTERTOPS TO BE DURCON INC, GRAPHITE

12.WINDOW FILM 1 - 3M™ BLACKOUT FILM

13.TOILET PARTITIONS - 'BOBRICK' SIERRA™ SERIES, SC01, GOLDEN KHAKI

14.(NOT USED)

15.ACT - ARMSTRONG, OPTIMA HEALTH ZONE, PRODUCT NO. 3125, 24" X 48", WHITE / TEGULAR IN NEW ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM

-FINISH SCHEDULE

ROOM NUMBER

100

100A

101

102

103

104

105

106

107

108

108A

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123

123A

123B

123C

123D

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

142A

142B

142C

142D

143

144

145

146

147

148

149

150A

150B

151

152

153

153A

153B

153C

153D

ROOM NAME

(E) SHAFT

(E) SHAFT

ELEVATORS


CORR.

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

ORTHO

CLOS.

ELEC. CLOS.

EXAM

IBH OFFICE

W.C.

EXAM

EXAM

IBH OFFICE

NURSING SUPR

RAD. OFFICE

IBH OFFICE

BREAK ROOM

MEDS/STER/STOR

XRAY

W.C.

CHANGING RM

EXAM SUITE

EXAM

IBH OFFICE

EXAM

CLOS

W.C.

COMP.

PROVIDER BULLPEN

EXAM

EXAM

EXAM

EXAM

EXAM

PROVIDER BULLPEN

W.C.

ISOLATION

OFFICE

OFFICE

CORRIDOR

I.Z.

WOMEN'S RESTROOM

MEN'S RESTROOM

CORRIDOR

PHLEBOTOMY

DRAW ROOM

DRAW ROOM

STAT LAB

FAX

W.C.

MEDS/STER/STOR

EXAM

WOMEN'S RESTROOM

MEN'S RESTROOM

MED DIR

BUSINESS OFFICE

STAIR

STAIR

STOR.

STOR.

EXAM STE

EXAM

EXAM

IBH OFFICE

IBH OFFICE

CEILING

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

(N) HARD LID /SEMIGLOSS(N) HARD LID /SEMIGLOSS

ACT

ACT


ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT


ACT

ACT

ACT

ACT

ACT


ACT

ACT

ACT

ACT

ACT

ACT

ACT

ACT


ACT

ACT

ACT

ACT

ACT


ACT

ACT

ACT

ACT

ACT

ACT


ACT

ACT


ACT

ACT

(E) TO REMAIN

(E) TO REMAIN


ACT

ACT

ACT

ACT

ACT

CLG. HGHT

0'-0"

0'-0"

0'-0"

11'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-9 1/2"

8'-0"

8'-0"

8'-9 1/2"

8'-0"

8'-0"

9'-0"

8'-0"

8'-0"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-0"

8'-0"

8'-9 1/2"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-0"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

0'-0"

0'-0"

8'-0"

8'-0"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

8'-9 1/2"

FLOORING

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

LINOLEUM TILE - COLOR 1 &COLOR 2










(E) TO REMAIN



(E) TO REMAIN









(E) TO REMAIN

(E) TO REMAIN







(E) TO REMAIN









(E) TO REMAIN

LINOLEUM SHEET - COLOR 1

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN










(E) TO REMAIN







(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN






BASEBOARD

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

(E) TO REMAIN

RUBBER

RUBBER

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

(E) TO REMAIN

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

(E) TO REMAIN

RUBBER

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

RUBBER

COVED 6"

COVED 6"

RUBBER

COVED LINOLEUM /SEE DET. 7/A6.1COVED LINOLEUM /SEE DET. 7/A6.1COVED LINOLEUM /SEE DET. 7/A6.1COVED LINOLEUM /SEE DET. 7/A6.1COVED LINOLEUM /SEE DET. 7/A6.1

(E) TO REMAIN

RUBBER

RUBBER

COVED 6"

COVED 6"

RUBBER

RUBBER

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

RUBBER

RUBBER

RUBBER

RUBBER

RUBBER

WALLS

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

PAINT - EGGSHELL

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - SEMIGLOSS / LINOLEUM TO 48"


PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EPOXY

PAINT - EGGSHELL

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL



PAINT - EGGSHELL

PAINT - EGGSHELL

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

(E) TO REMAIN

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

PAINT - EGGSHELL

NOTES

ALL WALLS, CEILINGS, AND SOFFITS TO BE REPAINTED. (E) FLOOR TORECEIVE PRIMER AND SELF-LEVELING COMPOUND UNDERLAYMENT.

PLASTIC LAMINATE ON CABINETRY / COUNTER


PATCH AND PAINT ONLY THE WALL BEING CUT BACK. PATCHFLOORING AND CEILING TO MATCH (E).

LINOLEUM SHEET COLOR 4 TO 48" WITH ALUM. TOP CAP ON ALLWALLS. FILM 1 ON ALL WINDOWS.LINOLEUM SHEET COLOR 4 TO 48" WITH ALUM. TOP CAP ON ALLWALLS. FILM 1 ON ALL WINDOWS.

PLASTIC LAMINATE ON CABINETRY / EPOXY RESIN COUNTER



PLASTIC LAMINATE ON CABINETRY / EPOXY RESIN COUNTERS


LINOLEUM SHEET COLOR 4 TO 48" WITH ALUM. TOP CAP ON ALLWALLS.LINOLEUM SHEET COLOR 4 TO 48" WITH ALUM. TOP CAP ON ALLWALLS.

2

2

2

2

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

A6.17/6/17Plotted On:

7/6/17AS NOTED

AR

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1" ACTUAL




MR

MR2 - #12 SCREWS

@ STUD TO T-BARCONNECTIONS, TYP.

T-BAR SUSPENDED CEILING GRIDWITH #12 GA. HANGER WIRES @ 48" O.C.BOTH WAYS AND STARTER HANGERWIRES MAXIMUM 8" FROM WALLS

METAL STUD COMPRESSION STRUTS @ 12'-0" O.C. MAX.EACH WAY (SEE SCHEDULE BELOW FOR SIZES) ATTACH TOPURLINS ABOVE WITH 2 - #18 SHEET METAL SCREWS -DO NOT ATTACH TO 2X SUB-PURLINS

4 - # 12 GA. SEISMIC SPLAY WIRES 45 DEGREESFROM HORIZONTAL 4 OPPOSITE DIRECTIONS@ 12'-0" O.C. EACH WAY @ COMPRESSION STRUTSATTACHED TO PURLINS W/ 16d RING SHANK NAILS

NOTES:1. VERIFY MAXIMUM ALLOWABLE HEIGHT WITH STUD MANUFACTURER2. FOR DOUBLE STUD STRUT ATTACH WEB TO FLANGE WITH #6 SCREWS @ 16" O.C.3. SC METAL STUDS HAVE 1-3/8" FLANGES XC METAL STUDS HAVE 1-5/8" FLANGES

COMPRESSION STRUT SCHEDULE

METAL STUD SIZE MAXIMUM HEIGHT OF STUD

SINGLE STUD DOUBLE STUD

1-5/8" SC 20 GA. 6'-8" 11'-8"

2-1/2" SC 20 GA. 7'-4" 16'-6"

3-5/8" SC 20 GA. 10'-0" 22'-9"

1-5/8" IX 20 GA. 7'-7" 11'-9"

FIXTURES WEIGHING MORE THAN 20 LB. SHALL BE SUSPENDEDWITH 12 GA. SUPPORT WIRES @ EACH CORNER WITH A MINIMUMOF FOUR FULL WRAPS EACH. FIXTURE SUPPORT WIRES SHALL

BE SUPPLIED AND INSTALLED BY SUSPENDED CEILINGCONTRACTOR. MAXIMUM WEIGHT OF FIXTURES SHALL BE 55 LB.

12 GA. LATERAL SUPPORT WIRES WITHIN 3"OF EACH CORNER OF LIGHT FIXTURE.

WIRES SHALL BE SPLAYED AT 45 DEGREESAND ATTACHED TO FACE OF ROOF BEAMS

OR PURLINS WITH 16d RING SHANK NAILS.MINIMUM OF FOUR TURNS AT EACH CONNECTION POINT.

CONFORM TO ALL REQUIREMENTS OF U.B.C. CHAPTER 35.

(N) HOLLOW METALDOOR FRAME -

PAINTED

(N) DOOR PERSCHEDULE

(N) pro x header bydietrich OR APPROVEDEQUAL

WALL CONSTRUCTION PERFLOORPLAN AND WALLDETAILS

existing concrete slab.verify in field

existing ASBESTOS tile flooring.do not disturb

(N) DOOR PERSCHEDULE

(n) door jamb beyond

(n) PEMKO THRESHOLD SETIN A BED OF MASTIC,PEMKO 270A

(n) PEMKO AUTOMATIC DOORBOTTOM, 411APKL

(n) FLOORING PER FINISHSCHEDULE

270_

4" MIN TO 4 15/16" MAX OPENING

OPTIONAL SERIES 911

FINAL FORMS I

TAPE & FLOAT

(BY OTHERS)

FIELD

FASTENER, TYP

(BY OTHERS)

GPDW

TYP

METAL

STUD

WINDOW

MULLION

GASKET WITH

ADHESIVE

ON BOTH SIDES

SPRING

2" 2 3/16"

PARTITION

TITLE

MULLION MATE 4

SECTION DETAIL

OPTIONAL SERIES 911

FINAL FORMS I

TAPE & FLOAT

(BY OTHERS)

FIELD FASTENER, TYP

(BY OTHERS)

GPDW

TYP

METAL

STUD

WHEN MULLION MATE IS INSTALLED

DIRECTLY AGAINST GLASS ADDITIONAL

GASKET AND/OR FIELD APPLICATION

OF ADHESIVE MAY BE REQUIRED

GASKET WITH

ADHESIVE

ON BOTH SIDES

SPRING

*3/8" THICK GLASS

SHOWN

*MULLION MATE CAN BE INSTALLED AGAINST 1/8" THICK GLASS.

INSTALL THE GASKET AGAINST THE GLASS SIDE FIRST.

BEING CAREFUL TO ONLY LET THE GASKET COME IN CONTACT

WITH THE GLASS DURING INSTALLATION.

PARTITION

TITLE

MULLION MATE

SECTION DETAIL INSTALLED

AGAINST WINDOW GLAZING

6"

AFF

INTERIOR OREXTERIOR WALL

(E) CONCRETE SLABdo not disturb (e) asbestostile if present

forbo ALUMINUM cove AND capcolor match floor. FIX TO WALLWITH per mfg specificationsBY FORBO, OR EQUAL.

welded seams withmarmoweld MC by forbocolor match to floor

ACC06 FORBO COVESTICK. TO BE GLUED

TO WALL3.5 MM MARMOLEUM

6"

AFF 48"

AFF, TYP

. A

T R

ESTR

OOM

S

INTERIOR OREXTERIOR WALL

(E) CONCRETE SLABdo not disturb (e) asbestostile if present

forbo ALUMINUM cove & capcolor match floor.FIX TO WALL per forbo instructionsor EQUAL.

welded seams withmarmoweld MC by forbocolor match to floor

ACC06 FORBOCOVE STICK

TO BE GLUED TO WALL

LINOLEUM WAINSCOT 48" high.FIX TO WALLWITH l910 AdvesiveBY FORBO, OR EQUAL.

3.5 MM MARMOLEUM

4 3

/4"

1"4 3

/4"

10 1/2

"

1 7/8"

1" THICK EPOXY RESIN SPLASHBACKTO MATCH LAB resin COUNTER

WIREMOLD 4000 SERIESRACEWAY (PLASTIC). SEEELECTRICAL SPEC.

WALL BEHIND

CABINET BELOW

(e) rated doorto remain

(e) concrete shaftwall to remain

(e) rated doorframe to remain(e) metal stud wallto remain

(n) 5/8" type x gypsum boardvertically applied with 1" types screws 8" o.c. at perimeterand 12" o.c. in the field. jointsstaggered on opposite side.

(e) gyp. bd. to remain

(n) fry reglet z reveal,drmz-625-50 at jambs and head, typ.

CORRIDOR SIDE

STAIRWELL SIDE

2

NOT TO SCALE1 COMPRESSION STRUT ISOMETRIC / SCHEDULE

NOT TO SCALE2 LIGHT FIXTURE SUSPENSION DETAIL

SCALE: 3" = 1'-0"4 DOOR HEAD DETAIL

SCALE: 3" = 1'-0"3 DOOR THRESHOLD DETAIL

NOT TO SCALE5 WALL CLOSURE AT MULLION

NOT TO SCALE6 WALL CLOSURE AT GLAZING

SCALE: 3" = 1'-0"7 COVING DETAIL

SCALE: 3" = 1'-0"8 WAINSCOT DETAIL AT RESTROOMS

SCALE: 3" = 1'-0"9 LAB COUNTER BACKSPLASH DETAIL

NOT TO SCALE10 FIRE RATED WINDOW DETAILSCALE: 3" = 1'-0"10 DOOR JAMB AT EXISTING FRAME

(N) FIRE-RATED WINDOWPER WINDOW SCHEDULE

RETURN GYP. BD. ATHEAD AND JAMBS, TYP.

(N) P.LAM. FINISHEDCOUNTER

(N) HEAD CHANNEL

(N) INTERIOR SILLANGLE

(N) 3M FIRE BARRIER SEALANTFD 150 AT ALL EDGES OF WINDOWFRAME, ROOM AND CORRIDOR SIDE, TYP.

WALL CLOSURE IS MULLION MATE 4 BY GORDON INTERIOR SPECIALTIESDIVISION OR APPROVED EQUAL. FINISH TO MATCH EXISTING ADJACENTSTOREFRONT SYSTEM. CONTRACTOR TO VERIFY GAP WIDTH IN FIELDAND CONFIRM MODEL NUMBER PRIOR TO ORDERING.

WALL CLOSURE IS MULLION MATE 4 BY GORDON INTERIOR SPECIALTIESDIVISION OR APPROVED EQUAL. FINISH TO MATCH EXISTING ADJACENTSTOREFRONT SYSTEM. CONTRACTOR TO VERIFY GAP WIDTH IN FIELDAND CONFIRM MODEL NUMBER PRIOR TO ORDERING.

CORRIDOR SIDE

ROOM SIDE

6"3"

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

A6.26/30/17Plotted On:

6/30/17AS NOTED

AR

CH

ITE

CTU

RA

L D

ETA

ILS

CO

UN

TY

OF

SA

NTA

CR

UZ

10

80

EM

EL

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AV

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SA

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1" ACTUAL




MR

MR


existing asbestos tile flooring.do not disturb

(n) flooring per finish schedule

(n) base per finish schedule


(n) 4" rubber base

(n) flooring per finishschedule

(n) 3-5/8" steel studs @ 16" o.c(5 1/2" at plumbing walls).

(n) 20 ga. steel bottom track.fasten to concrete with powderactuated fasteners. use hiltibrand x-dni 0.145" dia. x 2 1/2"fasteners at 24" o.c., staggeredside by side

CORRIDOR SIDE(one hour rating)

ROOM SIDE

29"

V.I.F.

6"



(n) 3-5/8" steel studs @ 16" o.c.(5 1/2" at plumbing walls)

fasten top track to concretewith powder actuated fasteners.use hilti brand x-dni 0.145" dia. x 2 1/2"fasteners at 24" o.c., staggeredside by side

(n) continuous 20 ga. dt sectiontrack with slotted holes in

flanges at each stud

two #12 sheet metalscrews at each stud

starter hanger wire

(n) acoustical ceiling tile

(n) t-bar suspended ceilinggrid with 12 ga. hanger wires@ 48" o.c. both ways andstarter hanger wires a max. of8" from walls


3m fire barrier sealantfd 150 to fill 1/4" gapat top of wall


ROOM SIDE





(e) 5/8" gypsum wallboard


(e) 3-5/8" steel studs

(e) bottom track

(e) 5/8" gypsum wallboard

(n) 4" rubber base



ROOM SIDE

29"

V.I.F.



(E) TOP TRACK

starter hanger wire


(n) t-bar suspended ceilinggrid with 12 ga. hanger wires@ 48" o.c. both ways andstarter hanger wires a max. of8" from walls(e) 3-5/8" steel studs @ 16" o.c.


(e) gypsum wallboard

(E) GYP. BOARD STOPS 3"-6" ABOVE(e) ACT CEILING

3m fire barrier sealantfd 150 to fill 1/4" gapat top of wall


ROOM SIDE






(n) 4" rubber base


(n) 3-5/8" steel studs @ 16" o.c(5 1/2" at plumbing walls).

(n) 20 ga. steel bottom track.fasten to concrete with powderactuated fasteners. use hiltibrand x-dni 0.145" dia. x 2 1/2"fasteners at 24" o.c., staggeredside by side

ROOM SIDE

ROOM SIDE

29"

V.I.F.

6"


(n) 3-5/8" steel studs @ 16" o.c.(5 1/2" at plumbing walls)

fasten top track to concretewith powder actuated fasteners.use hilti brand x-dni 0.145" dia. x 2 1/2"fasteners at 24" o.c., staggeredside by side

(n) continuous 20 ga. dt sectiontrack with slotted holes in

flanges at each stud

two #12 sheet metalscrews at each stud

starter hanger wire


(n) t-bar suspended ceilinggrid with 12 ga. hanger wires@ 48" o.c. both ways andstarter hanger wires a max. of8" from walls


(n) 5/8" type x gypsumwallboard

ROOM SIDE

ROOM SIDE

Design No. V497BXUV.V497

Fire-resistance Ratings - ANSI/UL 263

Page Bottom

Design/System/Construction/Assembly Usage DisclaimerAuthorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of ULCertified products, equipment, system, devices, and materials.Authorities Having Jurisdiction should be consulted before construction.Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance withapplicable requirements. The published information cannot always address every construction nuance encountered in the field.When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the productmanufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for eachproduct category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternatemethods of construction.Only products which bear UL's Mark are considered Certified.

BXUV - Fire Resistance Ratings - ANSI/UL 263

BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for CanadaSee General Information for Fire-resistance Ratings - ANSI/UL 263

See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada

Design No. V497May 27, 2015

Nonbearing Wall Rating - 1 Hr

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (suchas Canada), respectively.

1. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 25 MSG corrosion-protectedsteel, min width to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24in. OC max.

2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min 3-5/8 in. wide, min 1-1/4

in. flanges, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.

3. Laminating Compound — For use with Item 4 - Used to bond outer layer wallboard to inner layer wallboard. Powdertype mixed with water in accordance with instructions shown on bags. Applied to entire surface of base layer wallboard.Applied with notched trowel producing continuous beads about 1/4 in. wide and 1/4 in. high.

4. Gypsum Board* — Applied to one side of steel studs (Item 2). Two layers of 5/8 in. gypsum panels with beveled,square or tapered edges. Gypsum panels applied vertically with joints centered over studs. Base layer applied with 1 in.Type S screws spaced 24 in. oc. Face layer applied vertically with joints centered over studs and offset from base layerjoints by 24 in. Face layer applied with 1-5/8 in. Type S screws spaced 12 in. oc starting with a 6 in. offset from thebottom of the gypsum panel.

NATIONAL GYPSUM CO — 5/8 in. thick Type eXP-C, FSL, FSW, FSK, FSW-3, FSW-5, FSW-G, FSK-G, FSW-6, FSW-8,FSW-C, FSMR-C, FSK-C, SoundBreak XP Type X Gypsum Board

4A. Gypsum Board* — (As an alternate to Items 3 and 4) - Applied to one side of steel studs (Item 2). Three layers of5/8 in. gypsum panels with beveled, square or tapered edges. Gypsum panels applied vertically with joints centered overstuds. First layer applied with 1 in. Type S screws spaced 24 in. oc. Second layer applied vertically with joints centeredover studs and offset from base layer joints by 24 in. Second layer applied with 1-5/8 in. Type S screws spaced 24 in.oc. Face layer applied vertically with joints centered over studs and offset from second layer joints by 24 in. Face layerapplied with 2-1/4 in. Type S screws spaced 12 in. oc starting with a 6 in. offset from the bottom of the gypsum panel.

NATIONAL GYPSUM CO — 5/8 in. thick Type eXP-C, FSL, FSW, FSK, FSW-3, FSW-5, FSW-G, FSK-G, FSW-6, FSW-C,FSMR-C, FSK-C, SoundBreakXP Type X Gypsum Board

4B. Gypsum Board* — (As an alternate to 5/8 in. Type FSW in Item 4A) - Nom. 5/16 in. thick gypsum panels appliedvertically. Two layers of 5/16 in. for every single layer of 5/8 in. gypsum board described in Item 4A. Horizontal joints onthe same side need not be staggered. Inner layer of each double 5/16 in. layer attached with fasteners, as described initem 4A, spaced 24 in. OC. Outer layer of each double 5/16 in. layer attached per Item 4A.

NATIONAL GYPSUM CO — Type FSW

5. Joint Tape and Compound — (Not Shown) - Joints covered with joint compound and paper tape. Paper tape, nom 2in. wide, embedded in first layer of compound over all joints of outer panels.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cULCertification (such as Canada), respectively.

Last Updated on 2015-05-27

Questions? Print this page Terms of Use Page Top

© 2017 UL LLC

The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufacturedunder UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-UpService. Always look for the Mark on the product.

UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The GuideInformation, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directorywith permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice inthe following format: "© 2017 UL LLC".



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2

SCALE: 3" = 1'-0"1 NEW ONE HOUR CORRIDOR WALL BASE DETAIL

SCALE: 3" = 1'-0"2 NEW ONE HOUR CORRIDOR TOP OF WALL DETAIL

SCALE: 3" = 1'-0"3 CONVERTED ONE HOUR WALL BASE DETAIL

SCALE: 3" = 1'-0"4 CONVERTED ONE HOUR TOP OF WALL DETAIL

SCALE: 3" = 1'-0"5 NEW UNRATED WALL BASE DETAIL

SCALE: 3" = 1'-0"6 NEW UNRATED TOP OF WALL DETAIL

SCALE: 1:1.117 CONVERTED ONE HOUR WALL ASSEMBLY

2

DATE

Job:Sheet

Date:Scale:Drawn:


07/07/2017ADDENDUM #2

BY

6/30/17Plotted On:

6/30/17AS NOTED

OV

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DE

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1" ACTUAL




AD1.0

MR

MR / DR

ARCH ITECT


CALIFORNIA

FOETATS RENEWALDATE

10/31/17★★

MR

11 22201918171615141312109765432

H

G

E

D

B

A

1

E1

C1

8a 21

PLANNORTH

F.E.

F.E.

F.E.

F.E

.

C

C

18' 18'-2"

1'-4

"

1'-1"

(E) elec.closet

to remain

8

15

15

15

15 15 15 1515 15 15 15 15 15 15 15 15 17 15 15

17

1715 15 15 15

15 1515 15 15 15 15 15 15 1515

15

17

142 2 2

2

2

2 2 2

2

2

17

17

17

16

9 12

5

7

7

9

10

5

7

(E) ASB

ESTOS T

ILE

(E) Q

UAR

RY T

ILE

(E) ASBESTOSTILE(E) CARPET

19

5

7

7

(E) HEADERTO REMAIN

(E) CARPETOVER

CONCRETE

5

3

REMOVE THISPORTION OF WALL

14

1 1 1

1

7

6 11

6 11

6 11

6 11

7 7 5

712

6 11

6 116 11

6 11

6 11

6 11

1

1

6 11

6 11

5

6

11

5

5

7

7

7

5

5

555

7

6 11

6 11

6 136 136 13

6 11

5

5

6 11

55

6 11

6 11

5

7

6 11

6 11

6 11

6 11

6

12 13

5

18

6

11

611

6

11

6

11

7

6

11

5

7

6

11

6

13

5

76

11

5

6 11

7

6 13

9 9

12 11 1211

(E) QUARRY TILE

4

(E) Q

UAR

RY

TILE

(E) ASBESTOS TILE

(E) CARPETOVER

CONCRETE(E) QUARRY TILE

6

13

6

13

6

136

13

6

13

1313

6

12

13

6

13

6

13

12

13

11 6

6

12

13 6

6

11

5

7

5

7 12

116

11

7

55

7

12

115

7

6

11

5

6

11

5

7

6

11

5

1313 6

6

5

7

12 13

12

13

12

13

13 6

6

5

7

5

7

6

11

6

11

5

57 7

207

5

6 13

611

13

13

11

6

7

6

15

33

19197

19

19 19 19

19

19

19191919

REMOVE THISPORTION OF WALL

6

12

12

5

6

12

6

6

12

12

12

12

12

1

1

(E) CARPET

(E) CARPET

13

21

2122

NO WORKPROPOSED

NO WORKPROPOSED

NO WORKPROPOSED

NO WORKPROPOSED

EP EP

EP

EP

typ. typ. typ.

typ.

typ.

typ. typ. typ.

typ.

typ.

(E) CORRIDOR

(E) LOBBY

(E) LOBBY

(E) CORRIDOR(E) CORRIDOR

(E) CORRIDOR(E) CORRIDOR(E) CORRIDOR

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

KEY NOTES

remove (E) INTERIOR WINDOW

(e) exterior wall to remain - typ. u.n.o.

(E) recessed trash RECEPTACLE to remain

(E) WATER FOUNTAIN TO BE REMOVED

remove (e) casework, and fixtures TO ACCOMMODATE (N) WORK

remove (e) act ceiling, and GRID typ. u.n.o.

(E) CEILING SOFFIT FRAMING TO BE REMOVED

(e) DUMBWAITER, SHAFT LINER AND CONTROLS TO BE REMOVED

remove (e) restroom fixtures and cap plumbing pipes

(E) 2'X2' BUILT-IN SHOWER PAN TO BE REMOVED

(E) ASBESTOS OR VINYL TILE TO REMAIN. STRIP WAX. REMOVE (E) RESILIENT BASE.

REMOVE (E) HARD LID CEILING AND SUPPORT FRAMING

REMOVE EXISTING CARPET AND RESILIENT BASE THROUGHOUT. DO NOT DISTURB UNDERLYING ASBESTOS TILE. STRIP WAX FROM TILE.

(e) DUCTWORK, PLYWOOD, AND PARTIAL GLAZING TO BE REMOVED AND replaced W/ (N) GLAZING TO MATCH EXISTING.

(e) exterior window to remain

(e) exterior door to remain

(E) door/WINDOW STOREFRONT to remain

(e) QUARRY TILE FLOOR to remain. STRIP WAX FROM TILE.

(e) SOFFITED CEILING to remain

(E) RECESSED SPECIMEN PASS-THROUGH CABINET TO BE REMOVED AND REPLACED

portion of (E) quarry TILE or ASBESTOS tile flooring TO be removed by abatement contractor. GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLING UNDERLAYMENT AND (N) FLOORING IN THESE AREAS.

REMOVE ALL (E) CORNER GUARDS, TYP.

DEMOLITION LEGEND

(E) INTERIOR WALL TO REMAIN

(E) INTERIOR WALL TO BE DEMOLISHED

(E) DOOR, FRAME AND THRESHOLD TO BE REMOVED

(E) INTERIOR WINDOW TO BE REMOVED

(E) HARD-LID CEILINGTO BE REMOVED

EP (E) ELECTRICAL PANEL TO REMAIN

HAZARDOUS MATERIALS ABATEMENT NOTES:

1. SEE “LIMITED ASBESTOS & LEAD BASED PAINT SURVEY REPORT” BY S TECH CONSULTING

DATED NOVEMBER 18, 2016 THAT IS APPENDED TO PROJECT SPECIFICATIONS. THIS REPORT

IDENTIFIES LOCATIONS OF EXISTING DETECTED ASBESTOS AND LEAD PAINT ON THE FIRST

FLOOR OF 1080 EMELINE.

2. THE COUNTY WILL ABATE THE ACOUSTICAL PLASTER IN THE LOBBY, TSI FITTINGS, TRANSITE

COUNTERTOPS AND SPLASHES, AND CERAMIC TILE WAINSCOTING IN EXISTING AFFECTED

RESTROOMS. THIS WORK WILL BE DONE UNDER A SEPARATE CONTRACT.

3. EXISTING ASBESTOS CONTAINING FLOOR TILE AND MASTIC AND CEMENT PANELS UNDER

EXISTING EXTERIOR WINDOWS WILL REMAIN IN PLACE. GENERAL CONTRACTOR TO MINIMIZE

DISRUPTION TO THESE MATERIALS.

4. PRIOR TO ABATEMENT TAKING PLACE, THE GENERAL CONTRACTOR WILL NEED TO

COMPLETE SPECIFIC DEMOLITION ITEMS TO ALLOW ACCESS TO AREAS CONTAINING

ASBESTOS AND/OR LEAD CONTAINING MATERIAL. THESE AREAS INCLUDE, BUT ARE NOT

LIMITED TO:

a. ACOUSTICAL CEILING TILE AND GRID

b. EXISTING GYPSUM HARD LID CEILINGS

c. LIGHT FIXTURES AND HVAC REGISTERS BEING SUPPORTED BY THESE CEILINGS

d. ANY AFFECTED DUCTWORK SCHEDULED TO BE REPLACED OR RELOCATED

AND BLOCKING ACCESS TO ASBESTOS CONTAINING MATERIALS

E. EXISTING CARPETING

5. CONTRACTOR TO NOTIFY OWNER IMMEDIATELY IF, DURING THE COURSE OF CONSTRUCTION,

OTHER SUSPECT MATERIALS ARE FOUND. SUCH MATERIALS ARE NOT TO BE DISTURBED

UNTIL THEY HAVE BEEN ASSESSED FOR HAZARDOUS CONTENT.

6. general CONTRACTOR will coordinate with mechanical and electrical engineers

to discern the best locations to cap systems to minimize disruption and

contamination of occupied areas prior to commencement of work.

2

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2

SCALE: 3/32" = 1'-0"1 DEMOLITION PLAN

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SALVAGE ANDREINSTALL

CEILING TILEIN THIS ROOM

ADMINRECORDS

EPEP

EP

EP

EP

EP

AUDITORIUMACT 2'x4'

CH: 132.00"

AUDITORIUMACT 2'x4'

CH: 132.00"

WALK-INCOOLER

WALK-INCOOLERMETAL CLG.

STORAGEHARD LIDCH: 96.00"

STAIR

CHARTROOMACT 1'X1'

CH: 117.00"

TRAININGROOM

MEDICALSTO.

CUSTOD

IAL

STORAGE

COMP.MAINFRAME

COMP.MAINFRAME

custodian

MRESTR'M

FRESTR'M

BREAKACT 2'X4'CH: 96.00"

STO.

LABSTO.

EXPOSEDGLG.

DATA

RECORDS STO.

BOILERR'M

EXPOSEDGLG.

HAZARDOUSWASTE

GENERATOR

STO./CHARTROOM

EXPOSEDGLG.

STAIR

CORR.HARD LIDCH: 96.00"

MEETING ROOM

CORR.ACT 2'X4'CH: 96.00"

CORRIDORCORRIDOR

CORRIDOR

HOUSEK

EEP

ING

ELEVATORS

HARD LIDCH: 96.00"

MAINT.STOR.

EXPOSEDGLG.

MAINT.STOR.

ACT 2'X4'CH: 96.00"

ACT 2'X4'CH: 96.00"

ACT 2'X4'CH: 96.00"

HARD LIDCH: 132.00"

HARD LIDCH: 132.00"

HARD LIDCH: 96.00"

DEMOLITION LEGEND

(E) INTERIOR WALL TO REMAIN

indicates area of ceiling to be removedby general contractor TO ALLOW ACCESSFOR ABATEMENT AND (N) PLUMBING WORK.CONTRACTOR SHALL REPLACE CEILINGTO MATCH EXISTING UPON COMPLETION OF WORK.

EP (E) ELECTRICAL PANEL TO REMAIN

indicates EXPOSED ceiling AREAWITH (N) PLUMBING WORK THATMAY REQUIRE ABATEMENT.

2

SCALE: 3/32" = 1'-0"1 BASEMENT CEILING DEMOLITION PLAN

HAZARDOUS MATERIALS ABATEMENT NOTES:

1. THE COUNTY WILL ABATE EXISTING LEAD AND ASBESTOS.

THIS WORK WILL BE DONE UNDER A SEPARATE CONTRACT.

2. PRIOR TO ABATEMENT TAKING PLACE, THE GENERAL CONTRACTOR WILL NEED TO

COMPLETE SPECIFIC DEMOLITION ITEMS TO ALLOW ACCESS TO AREAS CONTAINING

ASBESTOS AND/OR LEAD CONTAINING MATERIAL. THESE AREAS INCLUDE, BUT ARE NOT

LIMITED TO:

a. ACOUSTICAL CEILING TILE AND GRID

b. EXISTING GYPSUM HARD LID CEILINGS

c. ANY AFFECTED LIGHT FIXTURES AND HVAC REGISTERS

BEING SUPPORTED BY THESE CEILINGS

d. ANY AFFECTED DUCTWORK SCHEDULED TO BE REPLACED OR RELOCATED

AND BLOCKING ACCESS TO ASBESTOS CONTAINING MATERIALS

3. CONTRACTOR TO NOTIFY OWNER IMMEDIATELY IF, DURING THE COURSE OF CONSTRUCTION,

OTHER SUSPECT MATERIALS ARE FOUND. SUCH MATERIALS ARE NOT TO BE DISTURBED

UNTIL THEY HAVE BEEN ASSESSED FOR HAZARDOUS CONTENT.

4. general CONTRACTOR will coordinate with mechanical and electrical engineers

to discern the best locations to cap systems to minimize disruption and

contamination of occupied areas prior to commencement of work.

Documents

MONTEREY, CA 93940 DATE OF THE EARLIEST ... #2...FROM THESE DOCUMENTS. THESE DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR REPRODUCED WITHOUT WRITTEN CONSENT