VACAVILLE CLASSROOM BUILDING (ANNEX ... Classroom Bldg...A3.00 EXTERIOR ELEVATIONS A3.01-ALTROOF...

DATE: DESCRIPTION:NO:

DATE:PROJECT NO:PERMIT APPLICATION NO.:

SCALE:

ISSUE/REVISION:

KEY PLAN:

CA ARCHITECTS475 Gate Five Road, Suite 107Sausalito, CA 94965T 415.331.7655F 415.331.7656

STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:

Solano Community College District2000 North Village ParkwayVacaville, CA 95688

Vacaville Classroom Building(Annex) Renovation Project

04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%

10/18/2017 DSA BACKCHECK

A0.00

COVER SHEETINDEX

VACAVILLE CLASSROOM BUILDING (ANNEX) RENOVATION PROJECTSOLANO COMMUNITY COLLEGE DISTRICT

2000 NORTH VILLAGE PARKWAY, VACAVILLE, CA 95688PROJECT NO:

APPLICATION NO:SUBMITTAL

GENERAL DRAWINGS

A0.00 COVER SHEET, INDEX

ARCHITECTURE DRAWINGS

A0.01 LOCAL FIRE AUTHORITY PLAN

A0.10 ACCESS PLAN

A0.20 ACCESSIBILITY - ADA DETAILS

A0.30 EGRESS PLAN

D1.01 EXISTING/DEMO ROOF PLAN

D1.01-ALT EXISTING/DEMO ROOF PLAN

D2.00 EXISTING/DEMO FLOOR PLAN

D2.01 EXISTING TOILET ROOMS & DRINKING FOUNTAINS

D3.00 EXISTING/DEMO ELEVATIONS

D5.00 DEMO/EXITING INTERIOR ELEVATIONS

D5.01 DEMO/EXISTING INTERIOR RESTROOM ELEVATIONS

D6.00 EXISTING/DEMO RCP

A1.00 SITE PLAN

A1.01 ROOF PLAN

A1.01-ALT ROOF PLAN

A2.00 FLOOR PLAN

A2.01 TOILET ROOMS & DRINKING FOUNTAINS

A3.00 EXTERIOR ELEVATIONS

A3.01-ALT ROOF PARAPET ELEVATIONS

A5.01 INTERIOR ELEVATIONS

A6.00 REFLECTED CEILING PLAN

A8.00 EXTERIOR DETAILS





A9.00 INTERIOR DETAILS




GENERAL NOTE:

TOPOGRAPHIC: INFORMATION WAS PROVIDED BY SCCD TO CA

ARCHITECTS FOR USE AS EXISTING CONDITIONS FOR THIS PROJECT

1. CONTRACT DOCUMENTS ARE COMPLEMENTARY, THE CONTRACTOR

SHALL, BEFORE STARTING EACH PORTION OF THE WORK, CAREFULLY

STUDY AND COMPARE THE VARIOUS CONTRACT DOCUMENTS RELATIVE TO

THAT PORTION OF THE WORK, AS WELL AS THE INFORMATION FURNISHED

BY THE OWNER, SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING

CONDITIONS RELATED TO THAT PORTION OF THE WORK, AND SHALL

OBSERVE ANY CONDITIONS AT THE SITE AFFECTING IT. THESE OBLIGATIONS

ARE FOR THE PURPOSE OF FACILITATING COORDINATION AND

CONSTRUCTION BY THE CONTRACTOR AND ARE NOT FOR THE PURPOSE OF

DISCOVERING ERRORS, OMISSIONS, OR INCONSISTENCIES IN THE

THE CONTRACTOR SHALL PROMPTLY

REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR

OMISSIONS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR AS A

REQUEST FOR INFORMATION IN SUCH FORM AS THE ARCHITECT MAY

REQUIRE.

2. DEMO, CUTTING AND PATCHING SHALL BE PERFORMED AS NECESSARY

FOR THE PERFORMANCE AND INSTALLATION OF WORK SHOWN AND SHALL

MEET THE STANDARD OF CARE FOR EACH OF THE DISCIPLINES REQUIRED

TO PERFORM THE WORK.

3. UNOBSTRUCTED ACCESS TO EXISTING EXITS AND ANY EMERGENCY

LIGHTING SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. ALL EXITS,

EXIT LIGHTING, FIRE PROTECTIVE DEVICES SHALL BE MAINTAINED FOR THE

DURATION OF THE WORK OF THE PROJECT.

4. ALL WORK PERFORMED UNDER THESE DOCUMENTS SHALL BE IN

ACCORDANCE WITH ALL APPLICABLE CODES AND REQUIREMENTS. ALL NEW

WORK SHALL NOT DIMINISH ANY EXISTING CONDITIONS WITH RESPECT TO

THEIR ADHERENCE TO APPLICABLE CODES AND REQUIREMENTS (TYP.).

THIS SHALL INCLUDE INSPECTIONS AND SUPERVISION OF WORK BY A

LICENSED INSPECTOR OF RECORD (IOR) IN ACCORDANCE WITH DSA.

5. THESE DOCUMENTS ARE TO REFLECT GENERAL INTENT OF THE

ARCHITECTURAL SCOPE OF WORK. THE INFORMATION SHOWN IN THESE

DOCUMENT SHOW PURPOSE AND INTENT AND ARE NOT COMPLETE IN

EVERY DETAIL. THE CONTRACTOR SHALL COMPLY WITH THEIR INTENT AND

MEANING, TAKEN AS A WHOLE, AND SHALL NOT AVAIL ITSELF OF ANY

MANIFEST ERROR, OMISSION, AND DISCREPANCY OF AMBIGUITY WHICH

APPEAR IN THE DOCUMENTS.

6. CONTRACTOR SHALL ENGAGE USA TO VERIFY AND LOCATE ANY (E)

UTILITIES WITHIN AREA OF SCOPE OF WORK PRIOR TO COMMENCENT OF

DEMO WORK.

CIVIL DRAWINGS

C1 SITE PLAN

C2 ACCESSIBLE DETAILS

C3 ENLARGED PLANS

C4 ENLARGED PLANS

C5 PARTIAL SURVEY

TBD

X

X

X

X

07/20/2017

11/30/2017C-23410

Joshua Cohn

STATEMENT: THE POT IDENTIFIED IN THESE CONSTRUCTION

DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE

CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF

TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND

STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT,

THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR

PORTIONS OF THE POT THAT WERE DETERMINED TO BE

NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE

WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN

DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO

THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS,

COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE

CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD

LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO

INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING

CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT

REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE

NONCONFORMING BEYOND REASONABLE CONSTRUCTION

TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE

CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION

SEE C1, C2, C3, C4 FOR PATH OF TRAVEL REQUIREMENTS.

PROJECT WILL REQUIRE INSPECTOR (IOR) CLASS 1

CGS

DISTRICT NAME LUCKY LOFTON

EXECUTIVE BOND MANAGER

SOLANO COMMUNITY COLLEGE DISTRICT

ADDRESS 4000 SUISUN VALLEY ROAD

ADDRESS FAIRFIELD CA 94534

PHONE 707-863-7855

PHONE 707-646-7703

PM NAME KITCHELL CEM - PAM KINZIE

ADDRESS 360 CAMPUS LANE, SUITE 203

ADDRESS FAIRFIELD, CA 94534

PHONE 707-864-7189

EMAIL [email protected]

ARCHITECT NAME CA ARCHITECT

ADDRESS 475 GATE FIVE ROAD, SUITE 107

ADDRESS SAUSALITO, CA 94965

PHONE 415-331-7655

PHONE 415-609-7177


CIVIL NAME FOULK CIVIL ENGINEERING, Inc.

ADDRESS 4777 MANGLES BOULEVARD

ADDRESS FAIRFIELD, CA 94534

PHONE 707-864-0784

PHONE 707-864-0793


ELECTRICAL NAME C&N ENGINEERS, INC.

ADDRESS 319 SUTTER STREET, SUITE 202

ADDRESS SAN FRNACISCO, CA 94108

PHONE 415-982-1828

FAX 415-772-8005


MP DRAWINGS

M0.1 MECHANICAL NOTES, SYMBOL, LEGEND AND SCHEDULE

M0.2 MECHANICAL TITLE 24

M0.3 HVAC LOAD CALCULATION

M2.1 MECHANICAL DEMO FLOOR PLAN

M2.1D MECHANICAL FLOOR PLAN DEMO

M2.2 MECHANICAL ROOF PLAN

M2.2D MECHANICAL DEMO ROOF PLAN

M4.1 MECHANICAL SCHEDULE

M6.1 MECHANICAL DETAILS

M6.2 MECHANICAL DETAILS

P0.1 PLUMBING NOTES, SYMBOL, LEGEND AND SCHEDULE

P2.1 PLUMBING DEMO FLOOR PLAN

P2.1D PLUMBING FLOOR PLAN DEMO

P2.2D PLUMBING DEMO ROOF PLAN

P4.1 ENLARGED PLUMBING FLOOR PLAN

P6.1 PLUMBING DETAILS

MEP NAME EXCEL ENGINEERS

ADDRESS 825 ORANGE AVE

ADDRESS SUNNYVALE, CA 94087

PHONE 408-230-9164

FAX 408-749-9989


STRUCTURAL NAME TENNEBAUM-MANHEIM ENGINEERS

ADDRESS 414 MASON STREET, SUITE 605

ADDRESS SAN FRNACISCO, CA 94102

PHONE 415-772-9891


SCOPE OF WORK IS BASED ON DSA APPROVED 02-REH-10012

(9/15/2015). REH SHALL FORM A PART OF THE REVIEW DOCUMENTS

AND HAS BEEN UPDATED TO INCLUDE ADDITIONAL TESTING DATA.

THE EXISTING BUILDING IS A ONE-STORY, 16,400 SF BUILDING AND

5,112 SF EXTERIOR COVERED WALKWAY FOR A TOTAL OF: 21,512SF,

FULLY SPRINKLED. SCOPE OF WORK SHALL BE FOR THE FOR THE

REHABILITATION OF THE (E) BUILDING FOR COMPLIANCE TO THE

2016 CALIFORNIA BUILDING STANDARDS CODE (CBC) AS OUTLINED

IN THE REH.

STRUCTURAL DRAWINGS

S0.1 GENERAL NOTES

S0.2 GENERAL NOTES & ABBREVIATIONS

S1.0 TYPICAL DETAILS

S2.1 1ST FLOOR AND FOUNDATION PLAN

S2.2 ROOF FRAMING PLAN

S3.1 WALL ELEVATIONS

S3.2 WALL ELEVATIONS

S4.1 SECTIONS & DETAILS



EXISTING BUILDING TYPE: III-B

PROPOSED BUILDING TYPE: V-B (SEE A0.03 EGRESS PLAN)

EXISTING OCCUPANCY: B/A-3

PROPOSED OCCUPANCY: B/A-3 (SEE A0.03)

EXISTING BUILDING IS CURRENTLY UNOCCUPIED AND SHALL

REMAIN UNOCCUPIED UNTIL BUILDING IS CERTIFIED BY DSA.

ELECTRICAL DRAWINGS

E0.10 GENERAL NOTES, ABBREV. & LEGENDS

E0.11 ELECTRICAL SPECIFICATIONS

E0.30 ENERGY COMPLIANCE FORMS




E1.00 POWER PLAN

E1.01 POWER PLAN AT ROOF

E2.00 LIGHTING PLAN

E2.10 WIRING DIAGRAMS

FIRE ALARM

FA1.01 FIRE ALARM LEGEND, NOTES,

& MOUNTING HEIGHT DETAILS

FA2.00 FIRE ALARM FLOOR PLAN

FA3.00 FIRE ALARM DEVICE DETAILS

FA4.00 FIRE ALARM CALCULATIONS AND RISER DIAGRAM

FA 5.00 FIRE STOP DETAILS

FIRE ALARM NAME HCI SYSTEMS INC.

ADDRESS 1419 N. MARKET BLVD.

ADDRESS SACRAMENTO, CA 95834

PHONE 916-419-6900


FIRE

PROTECTION NAME ZARI CONSULTING GROUP, INC.

ADDRESS 755 BAYWOOD DRIVE, 2ND FLOOR

ADDRESS PETALUMA, CA 95834

PHONE 925-381-2322


FIRE PROTECTION

FP1-0 FIRE PROTECTION SYSTEM COVER SHEET

FP1-1 FIRE PROTECTION SYSTEM SITE PLAN

FP 2-0 FIRE PROTECTION SYSTEM SITE PLAN

FP-3-0 FIRE PROTECTION SYSTEM SITE PLAN

ABV. - Above

ADD. - Addition

ADJ. - Adjust

A.F.F. - Above Finished Floor

ALT. - Alternate

APP'D. - Approved

ARCH. - Architect,

ASPH. - Asphalt

BLDG. - Building

BM. - Beam

B.O. - Bottom of

B.U.R./BUR - Built up Roof

C.B. - Catch Basin

C.D. - Construction document

C.L. - Center Line

CL. - Closet

CLG. - Ceiling

C.O. - Clean Out

COL. - Column

CONT. - Continuous

CONTR. - Contractor

CONC. - Concrete

DBL. - Double

DEMO. - Demolition

DIA. - Diameter

DIM. - Dimension

DN. - Down

DR. - Door

EA. - Each

E.F. - Exhaust fan

ELEV. - Elevation

ELECT. - Electric, electrical

EQ. - Equal

(E) - Existing

EXT. - Exterior

F.A. - Fire alarm

F.D. - Floor drain

F.E. - Fire extinguisher

FIN. - Finish

FLR. - Floor

GA. - Gauge

GALV. - Galvanized

G.C. - General Contractor

G.F.C.I. - Ground Fault Circuit Interrupt

G.F.I. - Ground Fault Interrupt

GL. - Glass

GWB Gypsum Wall Board

H.B. - Hose bib

HDW. - Hardware

HGT. - Height

H.V.A.C. - Heating, Venting and Air

Conditioning

INV. - Invert

INSUL. - Insulation

INT. - Interior

JCT. - Junction

JST. - Joist

LIN. - Linear

LT. - Light

LTG. - Lighting

MTL. - Metal

MAX. - Maximum

MECH. - Mechanical

MFR - Manufacturer's

MIN. - Minimum

MTL. - Metal (steel)

(N) - New

N.T.S. - Not to scale

O.C. - On center

OPNG. - Opening

PTD. - Painted

PART. - Partition

PL - Property Line

PLAM - Plastic laminate

PLYWD. - Plywood

P.S.F. - Pounds per square foot

P.S.I. - Pounds per square inch

RAD. - Radius

R.D. - Roof drain

R.O. - Rough Opening

REF. - Reference

REINF. - Reinforced

RET. - Return

REV. - Revision

RM. - Room

RMV. - Remove

SED - See Electrical Docs

SHT'G. - Sheathing

SIM. - Similar

SMD - See Mechanical Docs

SPD - See Plumbing Docs

SPECS. - Specifications

SSD - See Structural Docs

ST. - Square feet

SI. - Square inches

STD. - Standard

STL. - Steel

S.Y. - Square yard

SYS. - System

T.O. - Top of

THR. - Threaded

TYP. - Typical

UNF. - Unfinished

V.B. - Vapor barrier

V.I.F. - Verify in field

VCT. - Vinyl composition tile

WP. - Weatherproof

WD. - Wood

FLOOD MAP INFO: FEMA MAP #06095C0164E

AC_______ FLS _____ SS ____

DATE: ________________________

IDENTIFICATION STAMPDIVISION OF THE STATE ARCHITECT

JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

See General Note onC1 for POTcompliance (typ)

48"

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

Side flare shall be 10% max at all ramps (typ)

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

PLANTER

PLANTER



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


ACCESS PLAN

BUILDING PLAN - ACCESS

SCALE: 1/16" = 1' - 0"10

A0.10

1 ACCESSIBLE STALLS WITH LEVELLOADING

SHEET NOTES:

2

ACCESSIBLE PATH OF TRAVELSEE CIVIL DRAWINGS, SEE C.1FOR SITE DEVELOPMENTREQUIREMENTS

3 SEE A1.00 SITE PLAN FORPARKING STALL RATIOS

4 LISTENING DEVICE

AS1.00

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

04 WHEELCHAIR TURNING REQUIREMENTSIN AN ACCESSIBLE ROUTE

05 DOORWAY REQUIREMENTS

10 SIGN LOCATION AND INSTALLATION - WOMEN'S TOILET ROOM

07 TABLE A - ADULT DIM 02 ACCESSIBLE PARKING SPACE

SLOPE SHALL NOT EXCEED

1:10 (MAX) PER

11B-406.2.2 (V.I.F.)

OUTLINE OF

(E) RAMP

INSTALL NEW DETECTABLE WARNINGS AT EXISTING CURB

RAMP AND SHALL EXTEND THE FULL WIDTH OF THE RAMP PER

11B-705.1.2.2. ONLT APPROVED DSA-AC DETECTABLE WARNING

PRODUCTS SHALL BE INSTALLED PER 11B-705.1.1.1 AND

11B-705.1.1.2

01 ACCESSIBLE CURB CUT - VIF

03 THRESHOLD REQUIREMENT @ENTRY (TYP)

WHERE INDICATED:

ACCESS AISLE

PAINTED STRIPING WITH BLUE BOARDER

AROUND ACCESS AISLE WITH WHITE

DIAGONAL STRIPES AT 36"O.C. MAX

PAINTED STRIPING WITH BLUE BOARDER

AROUND ACCESS AISLE WITH WHITE

DIAGONAL STRIPES AT 36"O.C. MAX

PER 11B-705.1.1.3.1 DETECTABLE WARNING

SURFACES SHALL BE YELLOW AND

APPROXIMATE FS 33538 OF FEDERAL

STANDARD 595C

WHITE LETTERING 12" MIN HEIGHT

PER 11B-703.7.2.6.2 WOMEN'S TOILET AND BATHING

FACILITIES. A CIRCLE,

1

4

INCH THICK AND 12 INCHES IN

DIAMETER, SHALL BE LOCATED AT ENTRANCES TO

WOMEN'S TOILET FACILITIES. THE CIRCLE SYMBOL

SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON

DARK BACKGROUND OR DARK ON LIGHT

BACKGROUND.

WHITE LETTERING 12" MIN HEIGHT

36" x 36" PAINTED ACCESSIBLE

SIGN, WHITE W/ BLUE

BACKGROUND

96" @ VAN ACCESSIBLE SPACE

ACCESSIBLE PARKING SIGN

WALK OR PLANTING

36" x 36" PAINTED ACCESSIBLE

SIGN, WHITE W/ BLUE

BACKGROUND

ACCESS PARKING

SIGN - SEE 07/SIGN B

WALK OR PLANTING

WALK OR PLANTING

11 SIGN LOCATION AND INSTALLATION - MEN'S TOILET ROOM

PER 11B-703.7.2.6.1 MEN'S TOILET AND BATHING

FACILITIES. AN EQUILATERAL TRIANGLE,

1

4

INCH

THICK AND 12 INCHES LONG AND A VERTEX

POINTING UPWARD, SHALL BE LOCATED AT

ENTRANCES TO WOMEN'S TOILET FACILITIES. THE

TRIANGLE SYMBOL SHALL CONTRAST WITH THE

DOOR, EITHER LIGHT ON DARK BACKGROUND OR

DARK ON LIGHT BACKGROUND.

12 SIGN LOCATION AND INSTALLATION

09 BATHROOM CLEARANCES

"PASSENGER LOADING

ZONE ONLY"

"ADA PARKING ONLY"

70 SQ. INCH ACCESSIBILITY

SIGN PER SEC. 11B-502.6

SIGNAGE SHALL INCLUDE

"MINIMUM FINE $250"

SEE SIGN A / SIGN B FOR DETAILS

SIGN A:

30

"

7'-0

"

TO

B

OT

TO

M O

F S

IG

N

12'-0"

RAINTIGHT

CAP

VAN SIGNAGE

CONCRETE FOUNDATION

NO. 4 RE-BAR 8" LONG

WELDED TO BOTTOM OF

SLEEVE OR DRILLED INTO

SLEEVE

COMPACTED EARTH

2" GALV. STEEL POST

SET IN 2-1/2" GALV.

STEEL SLEEVE

4"

1" S

LO

PE

T

YP

REFLECTORIZED "ADA PARKING

ONLY" 70 SQ. INCH

ACCESSIBILITY SIGN PER SEC.

11B-502.6 SIGNAGE SHALL

INCLUDE "MINIMUM FINE $250"

SIGNS (N.T.S.) SECURETO

POST WITH 3/8" GALV. STEEL

BOLTS, NUTS, AND WASHERS.

08 ACCESSIBLE SIGNAGE @ PARKING

"Unauthorized vehicles parked in designated accessible

spaces not displaying distinguishing placards or special

license plates issued for persons with disabilities will be

be reclaimed at: Violators Subject to Tow Solano

Community College Police Dept."

ADDITIONAL SIGNAGE:

SINGLE ACCOMMODATION TOILET FACILITYACCESSIBLE WATER CLOSET COMPARTMENT

WITHIN A MULTIPLE-ACCOMODATION TOILET FACILITY

TOILET STALL - SIDE ENTRY

MULTIPLE ACCOMODATION TOILET ROOM

A0.20

ADA - ACCESS



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


17"-

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

A0.30

EGRESS PLAN

EGRESS PLAN

SCALE: 3/32" = 1' - 0"10



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


1. PER TABLE 803.11CBC 2016, INTERIORFINISHES FOR WALL AND CEILING, INROOMS AND ENCLOSED SPACES SHALL BECLASS "C" OR BETTER AND CLASS "B" INCORRIDORS AND EXIT ENCLOSURES INFULLY SPRINKLED SPACES. CRITERIA FORFLAME SPREAD INDEX SHALL COMPLY WITHSEC 803 AND TABLE 803.9 (TYP).

2. NON-RESILIENT FLOOR FINISHES SHALL OFCLASS I OR CLASS II IN ACCORDANCE WITHNFPA 253 (TYP) AND SHALL COMPLY WITHTHE REQUIREMENTS IN SECTION 804

GENERAL NOTE:

3. SEE DSA APPROVED 02-REH-10012(09/15/2015) FOR CHANGE OF BUILDINGCLASSIFICATION TO TYPE V-B.

1. FIRE EXTINGUISHERS (FE) PROVIDED SHALL BE INCOMPLIANCE WITH CFC SECTION 906. CLASSIFICATION SHALLBE IN ACCORDANCE WITH CCR TITLE 19, DIV 1, SECT 565.1(A):LIGHT HAZARD (FOR CLASSROOMS), SEE A2.00 FORLOCATIONS.

2. FE SHALL BE INSPECTED PER SEC 574.1 ON A MONTHLY BASISUNLESS OTHERWISE DETERMINED BY THE GOVERNING FIREAUTHORITY. FE SHALL REMAIN FULLY CHARGED AND KEPT INTHEIR DESIGNATED PLACES AT ALL TIMES.

3. PER TITLE 19, DIV.1, SEC.568, TABLE 2, FE SHALL BE RATED AS2-A (MIN) AND SHALL BE PROVIDED WITH A MAXIMUM FLOORAREA PER FE AT 3000SF. TOTAL AREA = 16,400/3000 = 6 FE MIN.MAXIMUM TRAVEL DISTANCE FROM ANY POINT IN THEBUILDING SHALL NOT EXCEED 75' MIN. (TYP)

GENERAL NOTES FOR FIRE EXTINGUISHER (FE): :

1 ADJUST (E) DOOR OPENERS AT ACCESSIBLE ENTRIES (2 TOTAL).

SHEET NOTES:

2REINSTALL (E) METAL COILING DOOR ASSEMBLY AND (E)LOWER PLAM COUNTER FOR ACCESS COMPLIANCE.

3 CONFORM (N) CONC WITH EXISTING (SSD), PATCH IN(N)WALL/CEILING FRAMING, GWB (PREP/TAPE/PAINT),TRIM TO MATCH EXISTING. WHERE WORK OCCURS ATDOORS ,REINSTALL (E) DOORS W/ NEW FRAMING TOMATCH. NEW CARPET TILES SHALL BE REPLACED IN WHOLESQUARES ONLY (TYP).

4 REMOVE (E) SHORING ONLY AFTER SEOR CONFIRMS INWRITING WITH CONTRACTOR

GENERAL EGRESS DOOR COMPLIANCE (PER CBC SEC. 1010.1.9):

1. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE BYCHAPTER 11A OR 11B OF THE CALIFORNIA BUILDING CODE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING ORTWISTING OF THE WRIST TO OPERATE.

2. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES (864 MM)MINIMUM AND 48 INCHES (1219 MM) MAXIMUM ABOVE THE FINISHED FLOOR.

3. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED.

4. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. DOORS SERVING ROOMSOR SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE IN A GROUP A OCCUPANCY, ASSEMBLY AREA NOT CLASSIFIED ASAN ASSEMBLY OCCUPANCY, E, OCCUPANCIES SHALL NOT BE PROVIDED WITH A LATCH OR LOCK OTHER THAN PANICHARDWARE OR FIRE EXIT HARDWARE.

5. PER 1010.1.10.1 WHERE PANIC OR FIRE EXIT HARDWARE IS INSTALLED, IT SHALL COMPLY WITH THE FOLLOWING: PANICHARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305,FIRE EXIT HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 10C AND UL 305, THE ACTUATING PORTION OF THERELEASING DEVICE SHALL EXTEND NOT LESS THAN ONE-HALF OF THE DOOR LEAF WIDTH, AND THE MAXIMUM UNLATCHINGFORCE SHALL NOT EXCEED 15 POUNDS (67 N).

RISER ROOM SIGNAGE:

1. PROVIDE EXTERIOR SIGN INDICATING"RISER ROOM IN ROOM 108"

2. PROVIDE INTERIOR SIGN IN ROOM 108NEAR RISER ROOM DOOR INDICATING "RISER ROOM"

PROVIDE COMPLIANT SIGNAGE FOR ASSEMBLY SPACE AT RMS 106 &120THAT NOTES MAXIMUM OCCUPANCY (BASED ON LOAD CALCULATIONSON THIS PAGE

6. ALL EXITS DOORS SHALL HAVE COMPLIANT PANIC HARDWARE, VIF (TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


D1.01

EXISTING/DEMO

ROOF PLAN

EXISTING ROOF PLAN

SCALE: 1/8" = 1' - 0"10

1 REMOVE (E) BUILT-UP ROOF(BUR), IN AREAS SHOWN,COORDINATE WITHSTRUCTURAL DRAWINGS FORLOCATIONS (TYP).CONTRACTOR SHALL MOVEAND/OR CAP ALL UTILITIESTO ALLOW FOR WORK TO BEADEQUATELY PERFORMED(TYP).

3 REMOVE (E) ROOFDRAINS/OVERFLOW (TYP) - SPD

4 DEMO EXTERIOR ROOF ASSHOWN FOR NEW ACCESSHATCH , COORINDATE WITHLOCATION FOR NEW ACCESSLADDER BELOW (TYP).

SHEET NOTES:

5 DEMO TO PROVIDE FOR (N)EXHAUST FAN - SMD.

6 REMOVE (E) LADDER AND ALLRELATED ATTACHMENTS REQ'DTO PREPARE TO (N) ROOF

CONTRACTOR SHALL REMOVEAREAS OF THE ROOF ASINDICATED IN PREPARATION FOR(N) ROOF. COORDINATE WORKON ROOF WITH STRUCTURAL,MECHANICAL, ELECTRICAL ANDfa DOCUMENTS AS REQ'D FOR THEWORK TO BE PERFORMED (TYP).

2 REMOVE (E) CONCRETE ROOFTILES AND PREPARE ROOFSUBSTRATE FOR INSTALLATIONOF (N) METAL STANDING SEAMROOF (TYP.)

7 DASHED LINES INDICATEAPPROXIMATE AREAS OF (E)CRICKETS, EQUIPMENT ANDSUPPORT PLATFORMS THAT WILLREQUIRE ACCESS TOSHEATHING BELOW FORSTRUCTURAL WORK (SSD),CONTRACTOR SHALL PROVIDEACCESS AS REQ'D AND TEMPCAP AND RELOCATEEQUIPMENT WHILE WORK ISBEING PERFORMED (TYP).

GENERAL ROOF DEMO NOTE:

8REMOVE (E) EXISTING FAN TOREINSTALLION

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

D1.01 ALT

EXISTING/DEMO

ROOF PLAN



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


EXISTING ROOF PLAN

SCALE: 1/8" = 1' - 0"10

1 REMOVE (E) BUILT-UP ROOF(BUR) AS INDICATED. SEEDETAILS FOR EXTENT OFREMOVAL AT EQUIPMENTPADS AND PARAPET (TYP).

3 REMOVE (E) ROOFDRAINS/OVERFLOW (TYP) - SPD

4 DEMO FOR EXTERIOR ROOFACCESS HATCH,COORDINATE WITH INSTALLOF ACCESS LADDER BELOW.

SHEET NOTES:

5 DEMO TO PROVIDE FOR (N)EXHAUST FAN.

7 DASHED LINES INDICATEAPPROXIMATE AREAS OF (E)CRICKETS, EQUIPMENT ANDSUPPORT PLATFORMS THATWILL REQUIRE ACCESS TOSHEATHING BELOW FORSTRUCTURAL WORK (SSD),CONTRACTOR SHALL PROVIDEACCESS AS REQ'D AND TEMPCAP AND RELOCATEEQUIPMENT WHILE WORK ISBEING PERFORMED (TYP).

GENERAL ROOF DEMO NOTE:

CONTRACTOR SHALL REMOVEAREAS OF THE ROOF ASINDICATED IN PREPARATION FOR(N) ROOF. COORDINATE WORKON ROOF WITH STRUCTURAL,MECHANICAL, ELECTRICAL ANDfa DOCUMENTS AS REQ'D FOR THEWORK TO BE PERFORMED (TYP).

2 REMOVE (E) CONCRETETILES, COPING, FLASHINGAND ACCESSORIES ASREQ'D AND PREPARESUBSTRATE FORINSTALLATION OF (N) METALSEAM ROOF (TYP.)

6 REMOVE (E) LADDER AND ALLRELATED ATTACHMENTS TOPREPARE TO (N) ROOF

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

B C D E F

2

3

4

A

G

1

B C D E F

2

3

4

A

G

1

C

C.2

D.8



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


D2.00

EXISTING / DEMO

FLOOR PLAN

EXISTING / DEMO FLOOR PLAN

SCALE: 1/8" = 1' - 0"10

SHEET NOTES:

2 REMOVE (E) METAL COILING DOOR ASSEMBLY AND (E)COUNTERS, STORE FOR REASSEMBLY - SEE INTERIOR DETAILS (TYP)

3

REMOVE PORTIONS OF (E)WALL/FRAMING, CARPET AND ALLRELATED ACCESSORIES AS REQ'D TO ALLOW FOR STRUCTURALWORK (TYP).

5

DEMO PORTION OF THE CONCRETE SLAB, CARPET/VINYL FLOOR,WALL FRAMING AND ALL RELATED ACCESSORIES AS REQ'D TOADEQUATELY PERFORM THE STRUCTURAL WORK - SSD.

6 DEMO (E) WALL AS REQ'D FOR WORK - SSD

1 PROTECT ALL CARPET THAT WILL REMAIN IN DURING WORK.

7 REMOVE (E) CEILING GRID AND (E) CEILING TILES AS NEEDED TOINSTALL NEW TRUSSES.

4 OUTLINE OF EXISTING SHORING TO REMAIN UNTIL ROOF LOADSCAN BE ADEQUATELY SUPPORTED UNDER NEW TRUSS,COORDINATE SCHEDULE ACCORDINGLY WITH SEOR (TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

DD

PLUMBING FIXTURE ANALYSIS - ADMIN



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


D2.01

TOILET ROOMS 111 & 112 (EXISTING)

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

10

TOILET ROOMS 122 & 123 (EXISTING)

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

01

EXISTING DRINKING FOUNTAINS

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

02

DEMO PLANS EXISTING

TOILET ROOMS &

DRINKING FOUNTAINS

1REMOVE (E) SINK AND CABINET, PREP WALL FORPAINTING AND NEW CARPET (WHOLE SQUARES ONLY)WHERE DAMAGEDS FOR NEW CABINET/SINK (TYP).

SHEET NOTES:

2 (E) TOILET ROOMS 111 & 112 - REMOVE ANDSALVAGE FOR REINSTALLATION TWO (2) EXISTINGTOILET FIXTURES, ADJACENT ACCESSORIES, GRABBARS AND CARRIERS. PREPARE WASTE LINES ANDWATER SUPPLY LINES TO ALLOW FOR 5' MIN STALLWIDTH. DEMO EXISTING WALL AND PREPARE FORRE-FRAMING.

PLUMBING FIXTURE ANALYSIS

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

12

3 REMOVE AND SALVAGE ALL (3) DRINKINGFOUNTAINS. CAP POWER, WATER SUPPLY ANDWASTE LINE. DRINKING FOUNTAIN B & C TO BE KEPTFOR REINSTALLATION, DRINKING FOUNTAIN A TO BESALVAGED TO OWNER. DEMO (E) PARTITION OFTHE WALL REQUIRED TO ALLOW FOR (N) PLUMBINGAND ELECTRICAL AND BACKING (TYP.) - SEE02/D2.01

REMOVE AND SALVAGE (E) GARBAGE DISPOSA FOROWNER

6 DEMO (E) WALL- CONTRACTOR TO DETERMINE ACTUALSCOPE OF DEMIOLITION (TYP).

7REMOVE PORTIONS OF (E) CARPET TILE, COVEBASE AND CEILING TILES AS REQ.'D TO PROVIDESUFFICIENT CLEARANCE FOR NEW WALL.REPLACE TILES IN WHOLE SQUARES ONLY (TYP).

8 DEMO (E) TILE FLOOR AND CONCRETE SLABBELOW TO ALLOW FOR RE-LOCATED TOILET,SUPPLY AND WASTE LINE (SPD).OUTLINE OF DEMO AREA IS FOR REFERENCERONLY, CONTRACTOR SHALL DETERMINE ACTUALAREA OF DEMOLITIION (TYP).

4 REMOVE (E) PARTITION DOOR AT WOMEN'SRESTROOM 112 AND SALVAGE FORREINSTALLATION TO ALLOW FOR IN-SWING.PROVIDE ALL HARDWARE NECCESSARY FORSCOPE (TYP)

5

9REMOVE (E) TOILETS AND ALL RELATED ACCESSORIESFOR REINSTALLATION. DEMO CONC SLAB/TILE/WALLAS REQ'D TO ALLOW FOR STRUCTURAL WORK (SSD),CAP ALL UTILITIES AND PROTECT LINES FORREINSTALLATION. OUTLINE FOR DEMO IS FOR REFERENCEONLY, CONTRACTOR SHALL DETERMINE EXTENT (TYP).

DASHED OUTLINEOF PANEL ABOVE

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

BC

E

ABC

DEF

A

G



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


D3.00

EXISTING/DEMO

ELEVATIONS

EXISTING NORTH ELEVATIONS13SCALE: 1/8" = 1' - 0"

EXISTING SOUTH ELEVATIONS12SCALE: 1/8" = 1' - 0"

EXISTING WEST ELEVATIONS11SCALE: 1/8" = 1' - 0"

EXISTING EAST ELEVATIONS10SCALE: 1/8" = 1' - 0"

EXISTING COLORSTRIM AND PAINTED SURFACES(REFERENCE FROM A2.1 - SCCD

SET APPROVED DATE 12-25-1995)

- ROOF"LIFETILE" FLAT CONC. TILE 1220 OREQUAL- BUILDINGSTUCCO "LA HABRA STUCCO""PURE IVORY" (MAIN BUILDINGSTUCCO, STUCCO AT TEMP./PERM.SIGNAGE, DIRECTORIES, TRASHENCLOSURES, COLUMN BODIES)STUCCO TRIM "LA HABRA STUCCO""FRENCH VANILLA" (ACCENTSTUCCO, TRIM & COLUMN BASEVENEER)- WOODTRIM "DUNN-EDWARDS""RODEO TAN" OR EQUAL (ALLWOOD PAINTED TRIM)

1 CORING HOLES AT (E)CONCRETE PANELS (TYP)-SSD

SHEET NOTES:

2 REMOVE (E) CONCRETETILES AND PREPARE FORINSTALLATION OF (N) METALSEAM ROOF (TYP.)

3 PREPARE (E) WALL FOR NEWFLASHING, REMOVE CEMENTPLASTER AS REQ'D (TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

B C D E F

A

G

B C D E F

A

G

B

CDEF

A

B

CDEF

A

G

4 3 32

1

1 32



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



ISSUE FORREVIEW

04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%

D5.00

DEMO/EXISTING

ELEVATIONS

EXISTING ELEVATIONS - A14SCALE: 1/8" = 1' - 0"

EXISTING ELEVATIONS - C13SCALE: 1/8" = 1' - 0"

EXISTING ELEVATIONS - C12SCALE: 1/8" = 1' - 0"

EXISTING ELEVATIONS11SCALE: 1/8" = 1' - 0"

EXISTING ELEVATIONS10SCALE: 1/8" = 1' - 0"

1COORDINATE ALL (N) STRUCTURAL WORK FOR (N)REINFORCING (SSD). THIS WILL REQUIRE SELECTIVEDEMOLITION AS REQ'D TO PROVIDE APPROPRIATEACCESS. GC SHALL COORDINATE WORK WITHSUBCONTRACTORS TO ENSURE APPROPRIATE SCOPE OFDEMOLITION FOR ADEQUATE ACCESS FOR STRUCTURALWORK (TYP). AFTER STRUCTURAL WORK IS COMPLETE,SCOPE SHALL INCLUDE RE-FRAMING, (N) GWB TO PATCH,PREP AND PAINT TO MATCH (TYP).

SHEET NOTES:

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



ISSUE FORREVIEW

04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%

D5.01

DEMO/EXISTING

ELEVATIONS

EXISTING ELEVATIONS - WOMEN'S RESTROOM13

EXISTING ELEVATIONS - DRINKING FOUNTAINS

SCALE: 3/8" = 1' - 0"10

EXISTING ELEVATIONS - MEN'S RESTROOM

SCALE: 3/8" = 1' - 0"12

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

SCALE: 3/8" = 1' - 0"11 EXISTING ELEVATIONS - ADMIN RESTROOM WOMEN

SCALE: 3/8" = 1' - 0"05 EXISTING ELEVATIONS - ADMIN RESTROOMS MEN

04 ANNEX COUNTERTOP/SINKSCALE: 3/8" = 1' - 0"

1DEMOLISH (E) WALL, FRAMING, GWB, TILE, ETC. AND CAP (E) UTILITIES (IF FOUND)TO BE RE-LOCATED (TYP). COORDINATE CORRESPONDING DEMO @(E) FLOORS,CEILING, AND ALL ADJACENT SPACES THAT WILL BE EFFECTED BY THE DEMO (TYP).

SHEET NOTES:

2 REMOVE AND SALVAGE FOR REINSTALLATION (E) RESTROOM SIGNS.

3 REMOVE AND SALVAGE FOR OWNER ONE (1) EXISTING DRINKING FOUNTAIN -SEE 02/A2.01.

4 REMOVE AND SALVAGE FOR REINSTALLATION TWO (2) EXISTING DRINKINGFOUNTAINS - SEE 02/D2.01.

5 REMOVE AND SALVAGE FOR REINSTALLATION ACCESSORIES.

6 DEMO WALL AS REQ'D TO ALLOW FOR STRUCTURAL WORK AS SHOWN INDOCUMENTS, CONTRACTOR SHALL DETERMINE EXTENT OF DEMOLITION TOPERFORM WORK. THIS SHALL DETERMINE EXTENT OF NEW WORK AND SHALL BEINCLUDED CONTRACTOR'S SCOPE (TYP).

GENERAL NOTE: REFER TO 07/A0.20 FOR ALL FIXTURE ANDACCESSORY MOUNTING HEIGHTS AND REQUIRMENTS (TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


D6.00

EXISTING/ DEMO

RCP

EXISTING RCP

SCALE: 1/8" = 1' - 0"10

1 REMOVE EXISTING SUSPENDEDCEILING GRID, HANGERS ANDSUPPORTS.

SHEET NOTES:

2 OUTLINE OF WALLS FOR DEMO (TYP).

3 DEMO (E) LIGHTING (TYP).

4 LEAVE (E) GWB WHERE OCCURS- HALLWAYS, RESTROOMS 111 &112, RESTROOMS 122 & 123.

GENERAL NOTES:1. DEMO ENTIRE EXISTINGSUSPENDED CEILING GRID, HANGERSAND SUPPORTS. SALVAGE EXISTINGTILES AND CEILING TILE INSULATIONFOR RE-USE (TYP). EXISTING GWBCEILING SHALL REMAIN IN PLACEUNLESS OTHERWISE INDICATED.EXISTING LIGHT FIXTURES SHALL BEREMOVED FOR SALVAGE BYGC.LOCATION OF NEW SUSPENDEDCEILING SHA;LL REPLICATE EXISTINGFOR ORIENTATION AND LOCATION(TYP)2. SEE SHEET A9.03 FOR ADD'L REQ'TS(TYP)

5 REMOVE (E) GWB, FIXTURESAND EQUIPMENT TO ALLOWWORK AS OUTLINED ON S2.1

5

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


AS1.00

SITE PLAN

SITE PLAN

SCALE: 1/32" = 1' - 0"10

2 SITE CONDITIONS AT DRIVEWAYBASED ON INFORMATIONPROVIDED BY SCCD

1 SEE CIVIL DRAWINGS FORSITE ACCESS COMPLIANCEWORK

3 PARKING AS INDICATEDEQUALS 289 STALLS

SHEET NOTES:

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A1.01

ROOF PLAN

PROPOSED ROOF PLAN

SCALE: 1/8" = 1' - 0"10

1INSTALL (N) STANDING SEAM METAL ROOF OVER PROPERLY PREPARED SUBSTRATE PERMANF'RS RECOMMENDATIONS, REMOVE (E) COPING AND PREP/INSTALL FOR NEWCOPING/FLASHING AS REQ'D, SEE 01/A8.01 & 04/A8.02 FOR ADD'L DETAILS (TYP)

SHEET NOTES:

2 COORDINATE STRUCTURAL/MEP WORK, PROPERLY PATCH PREPARED SUBSTRATE ASINDICATED WITH BUR, USE MATRIX 307 PRIMER FOR TIE IN TO EXISTING ROOF, NAIL # 75BASE TO (E) WOOD DECK (REPLACE DAMAGED SUBSTRATE AS REQ'D), MOP 2 PLIES OF PLY 6

EACH SUBSEQUENT LAYER +6" OVER ALL SIDES (TYP), SEE DOCUEMENTS FOR ADD'L INFO.

3 REINSTALL PARAPET PORTION OF (E) ROOF LADDER AS REQ'D FOR USE, SEE GENNOTES AND INSTALL PER CCR TITLE 8, SEC 3277(TYP).

4 SEE DETAILS FOR EXISTING ROOF AT T.O.EQUIPMENT PAD AND PARAPET TO TIE INTONEW BUR, REPLACE DAMAGED PARAPET SHEET/SHINGLES (TYP)

5 REPLACE (E) ROOF DRAINS/OVERFLOW, SEE 11/A8.02 (TYP) - SPD

6INSTALL (N) EXTERIOR ROOF ACCESS HATCH, COORDINATE WITH ACCESS LADDERBELOW.

7DASHED LINES INDICATE PORTIONS OF CRICKETS AND EQUIPMENT PADS THATREQUIRE NEW WORK TO MATCH/CONFORM EXISTING TO ALLOW FOR PROPERDRAINAGE AND EQUIPMENT SUPPORT (TYP).

8 REINSTALL/INSTALL (N) EXHAUST FAN, REINSTALLATION OF EQUIPMENT NOTINDICATED ON EXISTING PAD, USE 10/A8.03 U.O.N. - TYP - SMD

GENERAL NOTES:

ALL ROOFING ASSEMBLIES SHALL BE REQUIRED TO BE A CLASS "A"ROOF ASSEMBLY AND TESTED IN ACCORDANCE WITH ASTM 108 OR UL790 AND COMPLY WITH THE REQUIRMENTS IN CBC 1505 (TYP).

FOR SHEET NOTE #3: BEFORE REATTACHING PARAPET PORTION OF (E)LADDER, CLEAN OUT (E) HOLES, USE WEDGE ANCHORS 1/2" DIA MIN,INSTALL PER S0.1 DETAILS FOR USE/LOAD (TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

ROOF PLAN



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


PROPOSED ROOF PLAN - ADDITIVE ALTERNATE

SCALE: 1/8" = 1' - 0"10

1 INSTALL (N) STANDING SEAM METAL ROOFSHEET NOTES:

2 REPLACE (E) BUILT-UP ROOF (BUR) WITH NEW BUR (TYP). INSTALL (N) BUROVER PROPERLY PREPARED SUBSTRATE (INC. CRICKET). NAIL # 75 BASE TOWOOD DECK, MOP 2 PLIES OF PLY 6 PLY SHEET WITH TYPE III ASPHALT,

3 RE-INSTALL (E) ROOF ACCESS LADDER IF REQUIRED,RE-INSTALL PER TITLE 8, CCR SEC 3277(TYP).

4SEE DETAILS FOR EXISTING ROOF AT T.O.EQUIPMENT PAD AND PARAPET TO TIEINTO NEW BUR, REPLACE DAMAGED PARAPET SHEET/SHINGLES (TYP)

5REPLACE (E) ROOF DRAINS/OVERFLOW, SEE 11/A8.02 (TYP) - SPD

6 INSTALL (N) EXTERIOR ROOF ACCESS HATCH, COORDINATE WITH ACCESSLADDER LOCATION BELOW.

7DASHED LINES INDICATE PORTIONS OF CRICKETS AND EQUIPMENT PADSTHAT REQUIRE NEW WORK TO MATCH/CONFORM EXISTING TO ALLOW FORPROPER DRAINAGE AND EQUIPMENT SUPPORT (TYP).

A1.01 ALT

8REINSTALL/INSTALL (N) EXHAUST FAN, REINSTALLATION OFEQUIPMENT NOT INDICATED ON EXISTING PAD, USE 10/A8.03U.O.N. - TYP - SMD

GENERAL NOTES:

ALL ROOFING ASSEMBLIES SHALL BE REQUIRED TO BE A CLASS "A"ROOF ASSEMBLY AND TESTED IN ACCORDANCE WITH ASTM 108 OR UL790 AND COMPLY WITH THE REQUIRMENTS IN CBC 1505 (TYP).

FOR SHEET NOTE #3: BEFORE REATTACHING PARAPET PORTION OF (E)LADDER, CLEAN OUT (E) HOLES, USE WEDGE ANCHORS 1/2" DIA MIN,INSTALL PER S0.1 DETAILS FOR USE/LOAD (TYP).

USE (2) # 12 SSSCREWS PERCLIP (TYP)

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

2

3

4

1

2

3

4

1

B C D E F

A

G

B C D E F

A

G



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A2.00

FLOOR PLAN

FLOOR PLAN

SCALE: 1/8" = 1' - 0"10

1 ADJUST (E) DOOR OPENERS AT ACCESSIBLE ENTRIES (2 TOTAL).

SHEET NOTES:

2REINSTALL (E) METAL COILING DOOR ASSEMBLY AND (E)LOWER PLAM COUNTER FOR ACCESS COMPLIANCE. SSDFOR MOUNTING DETAILS

3 CONFORM (N) CONC WITH EXISTING (SSD), PATCH IN(N)WALL/CEILING FRAMING, GWB (PREP/TAPE/PAINT),TRIM TO MATCH EXISTING. WHERE WORK OCCURS ATDOORS ,REINSTALL (E) DOORS W/ NEW FRAMING TOMATCH. NEW CARPET TILES SHALL BE REPLACED IN WHOLESQUARES ONLY (TYP).

4 REMOVE (E) SHORING ONLY AFTER SEOR CONFIRMS INWRITING WITH CONTRACTOR

5 ADD NEW FRAMING/FURRING, CONFORM WITH EXISTINGWALLS, INSTALL NEW GWB (TAPE/PREP/PAINT) TO MATCHEXISTING - SSD . IF CARPET TILES ARE DAMAGED, REPLACE INWHOLE SQUARES ONLY (TYP.)

REFER TO 07/A0.20 FOR ALL FIXTURE AND ACCESSORYMOUNTING HEIGHTS AND REQUIRMENTS (TYP).

GENERAL NOTES:

6PROVIDE SEMI-RECESSED FIRE EXTINGUISHER (FE) & FEC TOMATCH EXISTING CLASS A FE (TYP), MOUNT NO HIGHER THAN60" AFF FOR LESS THAN 40 LBS FE AND THE BOTTOM OF THE FENO LESS THAN 4" FROM THE FLOOR (TYP). PROVIDE 6 FE MIN .

6

6

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

D

33

DD



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A2.01

TOILET ROOMS 111 & 112

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

10

TOILET ROOMS 122 & 123 - ADMIN AREA

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

01

EXISTING DRINKING FOUNTAINS

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

02

ENLARGED PLANS

TOILET ROOMS &

DRINKING FOUNTAINS

1

SHEET NOTES:

INSTALL ACCESSIBLE SINK CABINET, ADA ACCESSIBLE COUNTER, SINK AND FAUCET (SPD, PREP AND PAINT WALL ANDBASEBOARD TRIM TO MATCH EXISTING (TYP).

2 RE-SPACE AND RE-INSTALL (2) DRINKING FOUNTAINS B & C - SEE 02/D2.01 AND 02/A2.01, PROVIDE ALL NECESSARY BACKINGREQUIRED TO RE-HANG (E) DRINKING FOUNTAIN (TYP). RE-FRAME AND ADD (N) GWB TO MATCH (E), TAPE AND PAINT TO MATCH (TYP).

3 PROVIDE (N) CONCRETE SLAB WITH WP. BELOW, DOWEL (SEE SSD) AND CONFORM TO ALLOW (N) TILE TO ALIGN WITHEXISTING ADJACENT FLOOR. NEW TILE/GROUNT TO MATCH (E) TYP.

4 MOVE AND REINSTALL ALL ACCESSORIES/GRAB BARS, MIRRORS, PROVIDE ADEQUATE BACKING FOR ALL WALL MTD. WORK TYP. USEBACKING FOR MED. LOADS (MIN) 04/A9.01 WITH 3-#10 SCREWS MIN AT ENDS TO SUPPORT MIN LOAD OF 250LBS.

6 REHANG (E) MIRRORS TO BE HEIGHT COMPLIANT SEE A5.01.

5 REINSTALL TWO (2) EXISTING TOILETS (SPD), AND ALL ADJACENT ACCESSORIES, GRAB BARS, CARRIERS, WASTE LINES, WATER SUPPLYLINES TO NEW LOCATION AS SHOWN FOR ACCESS COMPLIANCE. INSTALL NEW WALL FRAMING/GWB, TILE WALL/FLOOR (TO MATCHEXISTING), PROVIDE BACKING AS REQ'D TO RE-ATTACH EXISTING ACCESSORIES AND GRAB-BARS (TYP.).

7 MOVE TOTAL OF 5 (FIVE) ACCESSORIES TO BE COMPLIANT. - SEE A5.01

8 PARTITION DOOR AT WOMEN RESTROOM 112 TO BE MOVED 4" DOWN TO PROVIDE 18" CLEAR SPACE AT OPENING,RE-HAND (E) DOOR TO ALLOW IN-SWING, PROVIDE DOOR HARDWARE TO ALLOW AS REQ'D.

9 PROVIDE CARPET TILES AND BASE TRIM AS REQUIRED. REINSTALL ALL WALL ACCESSORIES AS REQ'D, PREP/PAINT (N)WALL/TRIM TO MATCH EXISTING. ONLY REPLACE CARPET TILES IN WHOLE SQUARES ONLY (TYP).

10 INSTALL (N) ROOF ACCESS HATCH AT ROOM ABOVE 122, SEE 10/A8.03.

PLENUM PLATFORM ABOVE BATHROOM

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

03

6

6

9

9

11 CONFORM NEW CONC SLAB WITH EXISTING, ADD DOWELS/WATERPROOFING AS REQ'D (SSD), PATCH IN AND WELDSEAMS AT NEW SHEET VINYL TO MATCH EXISTING AT FLOOR AND COVE BASE (TYP.) INSTALL NEW FRAMING GWB(COMPLIANT WITH TOILET ROOM) AND PATCH/PREP/PAINT TO MATCH EXISTING. REINSTALL ALL ACCESSORIES FORCOMPLIANCE FOR ACCESS (WITH BACKING) AND REINSTALL (E) TOILETS tYP.).

DASHED OUTLINEOF PANEL ABOVE

DASHED OUTLINEOF LEVEL LANDING






GEN NOTE:

NO STUDENT ACCESS TO

ATTIC OR ROOF ABOVE (TYP)

GENERAL NOTE: REFER TO07/A0.20 FOR ALL FIXTUREAND ACCESSORY MOUNTINGHEIGHTS AND REQUIRMENTS(TYP).

SEE S2.1 FOR FRAMING

REQUIREMENTS FOR

PLATFORM. TEMPORARILY

REMOVE AND RE-INSTALL (E)

EQUIPMENT IF REQ'D FOR

NEW FRAMING AND

SUPPORT (TYP)

16"

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

BC

E

ABC

DEF

A

G

A3.00

EXTERIOR

ELEVATIONS

EXISTING NORTH ELEVATIONS13



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


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

EXISTING SOUTH ELEVATIONS12SCALE: 1/8" = 1' - 0"

EXISTING WEST ELEVATIONS11SCALE: 1/8" = 1' - 0"

EXISTING EAST ELEVATIONS10SCALE: 1/8" = 1' - 0"

1(N) BOLT CONNECTIONS ATCONCRETE PANEL - SEE 1/A8.04 -SSD

SHEET NOTES:

2NEW FLASHING/CEMENTPLASTER/WATERPROOFING ASREQ'D TO INSTALL NEW ROOF-SEE4/A8.01 (TYP.)

3 WHERE METAL ROOF TERMINATESINTO (E) WALL, PROVIDEAPPROPRIATEFLASHING/COUNTERFLASHING ASREQ'D PER MFR'SRECOMMENDATIONS(TYP).

GENERAL NOTES:

ALL ROOFING ASSEMBLIES SHALLBE REQUIRED TO BE A CLASS "A"ROOF ASSEMBLY AND TESTED INACCORDANCE WITH ASTM 108 ORUL 790 AND COMPLY WITH THEREQUIRMENTS IN CBC 1505 (TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A3.01ALT

PARAPET ELEVATIONS

EXISTING NORTH ROOF ELEVATIONS13SCALE: 1/4" = 1' - 0"

EXISTING SOUTH ROOF ELEVATIONS12SCALE: 1/8" = 1' - 0"

EXISTING WEST ROOF ELEVATIONS10SCALE: 1/8" = 1' - 0"

EXISTING EAST ROOF ELEVATIONS11SCALE: 1/4" = 1' - 0"

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

1

SHEET NOTES:

2

(E) ROOF LADDERATTACHMENTS - REMOVEAND RE-INSTALL AS REQ'DTO RE-ROOF PARAPET, SEENOTE #3/A1.01

REMOVE COPING AND PREP FORNEW METAL ROOF AS SHOWN. NEWCOPING AND RELATED FLASHING ISREQUIRED FOR NEW METAL ROOFAND SHALL BE INCLUDED IN BASEBID, SEE 01/A8.01FOR TYPICALSCOPE.

3 REMOVE (E) ROOF DRAINSAND INSTALL NEW DRAINS -SPD (TYP.)

3

3

3

3

3

3

4 EXISTING PARAPETWATERPROOFING TOREMAIN EXCPET IN AREAS ASNOTED. INSPECT AND PATCHAREAS OF EXISTING PARAPETTHAT APPEAR TO REQUIREREPAIR (TYP)

4

4

4

4

4

GENERAL NOTES:

ALL ROOFING ASSEMBLIES SHALLBE REQUIRED TO BE A CLASS "A"ROOF ASSEMBLY AND TESTED INACCORDANCE WITH ASTM 108 ORUL 790 AND COMPLY WITH THEREQUIRMENTS IN CBC 1505 (TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

A5.01

PROPOSED

ELEVATIONS

PROPOSED ELEVATIONS - WOMEN'S RESTROOM 11213



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



ISSUE FORREVIEW

04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%

PROPOSED ELEVATIONS - DRINKING FOUNTAINS

SCALE: 3/8" = 1' - 0"10

PROPOSED ELEVATIONS - MEN'S RESTROOM 111

SCALE: 3/8" = 1' - 0"12

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

SCALE: 3/8" = 1' - 0"11 PROPOSED ELEVATIONS - ADMIN UNISEX RESTROOM122

SCALE: 3/8" = 1' - 0"05 PROPOSED ELEVATIONS - ADMIN UNISEX RESTROOM 123

04 PROPOSED - ADMIN SINK 121SCALE: 3/8" = 1' - 0"

1 PROVIDE (N) GWB/TILE (TO MATCH) EXISTING PAINT & TILE (TYP).

SHEET NOTES:

2 PROVIDE (N) BACKING IN WALLS SUFFICIENT TO RE-LOCATE (E)ACCESSORIES & GRAB BARS (TYP).

3 ADJUST HEIGHT OF ACCESSORIES TO COMPLY WITH REQUIREDADA HEIGTHS.

4 PROVIDE AND INSTALL (N) UNISEX RESTROOM SIGNS.

5 NEW AREA OF WALL TO BE REBUILT, CONTRACTOR SHALL ACCOUNTFOR EXTENT OF SCOPE BASED ON DEMO SCOPE. CONTRACTORSHALL REPLACE/REINSTALL ANY DEVICES, FIXTURES ANDACCESSORIES ON BOTH SIDES OF THE WALLS. ALL FINISHES,MATERIALS AND COLORS SHALL MATCH EXISTING ON BOTHSSIDESOF THE WALLS (TYP).

6 GENERAL NOTE: SEE 07/A0.20 FOR ADD'D ACCESSCOMPLIANCE INFORMATION AS REQ'D FOR SCOPE SHOWN(TYP)

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A6.00

REFLECTED

CEILING PLAN

RCP

SCALE: 1/8" = 1' - 0"10

1 GEN NOTE: SED FOR ADDITIONALINFORMATION FOR LIGHTING ANDCONTROLS (TYP).

SHEET NOTES:

2 WALL LOCATION WILL SHIFT,ADJUST NEW CEILING GRIDACCORDINGLY TO ALLOW FOREXISTING FP/FIXTURES (TYP)

3 GEN. NOTE: REINSTALL SALVAGEDCEILING TILES AND INSULATIONTILES (ABOVE) IN NEW SUSPENDEDCEILING GRID (TYP).

4 GEN. NOTE: REPLACEDAMAGED TILES ANDINSULATION TILES (ABOVE)WHERE DAMAGED (TYP).

GEN. NOTE: WHERE GWBCEILING IS DISTURBED BY NEWSCOPE OF WORK, PATCH INNEW GWB, PREP/PAINT TOMATCH EXISTING (TYP).

5

1. RE-INSTALL ALL CEILINGMOUNTED PROJECTORS, SCREENS,ROUTERS AND SENSORS TOEXISTING LOCATIONS. PROVIDEPOWER & DATA CONNECTIONSFOR ALL REINSTALLED DEVICESAND RESTORE TO WORKINGORDER.lOCATIONS SHOWN ONPLAN MAY BE DIAGRAMMATIC,RE-INSTALL TO ORGINAL LOCATIONUON (TYP)

ALL LIGHTWEIGHT MISCELLANEOUSDEVICES, SUCH AS STROBE LIGHTS,OCCUPANCY SENSORS,SPEAKERS, EXIT SIGNS, ETC., SHALLBE ATTACHED TO THE CEILINGGRID. IN ADDITION, DEVICESWEIGHING MORE THAN 10 LBS.SHALL HAVE A #12 GAGE SLACKSAFETY WIRE ANCHORED TO THESTRUCTURE. DEVICESWEIGHING MORE THAN 20 LBS.SHALL BE SUPPORTED FROM THESTRUCTURE ABOVE USING DETAILSPROVIDED BY THE REGISTEREDDESIGN PROFESSIONAL.

2. SEE ELECTRICAL, MEP, FP AND FAFOR ADDITONAL DEVICES AS PARTOF PROJECT SCOPE (TYP).

3. SEE A9.03 FOR ADD'L DETAILS(TYP)

GENERAL NOTES:

IN RM #122: NEW GWB,PROVIDE FOR REINSTALLATIONOF EXISTING FIXTURES ANDEQUIPMENT. TAPE, PREP ANDMATCH (E) FINISH AND PAINT.SEE S2.1 DOE SCOPE OF WORK

6

6

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A8.00EXT. DETAILS

03 PARTIAL ELEVATION AT EXISTING ROOF/WALLSCALE: 3/4" =1'-0"

02 PARTIAL ELEVATION AT STANDING METAL SEAM ROOF/WALLSCALE: 3/4" =1'-0"

01 PARTIAL PLAN AT STANDING METAL SEAM ROOFSCALE: 3/4" =1'-0"

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

1.

REFER TO TECHNICAL INFORMATION SHEETS2.FOR FASCIA SIZES, ACCESSORIES, AND FINISHES

3. WOOD NAILER MUST BE INSTALLED TO MEETAPPLICABLE BUILDING CODES OR 200 LBS PERLINEAR FOOT MINIMUM IN ANY GIVEN DIRECTION.

AVAILABLE.

REFER TO FIRESTONE WEBSITE FOR MOSTCURRENT INFORMATION.

4. REFER TO THE FIRESTONE TECHNICAL DATABASEFOR FASTENER COMPATIBILITY WITH METAL.

APPLICATION DETAILS ARE FOR ILLUSTRATIONPURPOSES ONLY AND MAY NOT BE APPROPRIATEFOR ALL BUILDING DESIGNS AND CONDITIONS.

5.



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


04 FIXED HEAD WALLA8.01

EXT.DETAILS

01 FIXED HIGH EAVE03 METAL ROOF EAVE AT DRIP EDGE (TYP)SCALE: 3" = 1'-0"

06 METAL ROOF EAVE AT GUTTER (TYP)SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

WHERE GUTTER TERMINATES INTO E)WALL, PROVIDE APPROPRIATE FLASHINGAND COUNTERFLASHING AS REQ'D PREMFR'S RECOMMENDATIONS (TYP).

WHERE EAVE TERMINATES INTO E) WALL,PROVIDE APPROPRIATE FLASHING ANDCOUNTERFLASHING AS REQ'D PRE MFR'SRECOMMENDATIONS (TYP).

#8 SS WOODSCREW @8"O.C., EMBED1-1/2" TYP

#8 SS WOOD SCREW @8"O.C., EMBED 1-1/2" TYP

#8 SS WOOD SCREW @

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

1" M

IN.

SUBSTRATE SUBSTRAT

E

3" (76.2 mm) MIN.

PREVAILINGWIND

3

"

(

7

6

.

2

m

m

)

M

I

N

.

SUBSTRATESUBSTRATE

04 MTL ROOF AT RAKE (TYP)



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A8.02EXT. DETAILS

01 MTL ROOF AT VALLEY (TYP)SCALE: 3" = 1'-0"NTS

10 MTL ROOF AT RIDGE (TYP)NTS

11 ROOF DRAIN FLASHING AT BUR (TYP) - SPD (P2.2) FOR OVERFLOW 06 BUR ROOF PENETRATIONS (TYP)SCALE: 3" = 1'-0"NTS USE FOR TYPICAL ROOF PENETRATIONS U.O.N.

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

SLO

PE

STEP 1 STEP 2

STEP 3 STEP 4

S

lo

p

e



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A8.03EXT. DETAILS

04 ROOF/PARAPET CONNECTION (TYP)SCALE: 3" = 1'-0"

SCALE: 6" = 1'-0"08 BUR AT EQUIPMENT SUPPORT (TYP)

SCALE: 3" = 1'-0"11 TYPICAL BUR DETAILS AT CORNERS

SCALE: 3" = 1'-0"12 TYPICAL BUR - PLY SEQUENCE

07 COPING/ROOF AT LOWER ROOF /CONC WALL (TYP)SCALE: 3" = 1'-0"

INSTALL PER MFR'S RECOMMENDATION

INSTALL PER MFR'S RECOMMENDATION

NTS03 ROOF HATCH ROOFING DIAGRAM

TYPICAL BUR DETAILS AT CORNERS

SCALE: 3" = 1'-0"10

1`-1/2" MIN EMBED(TYP)

#8 X 1-1/2" SSSCREW (TYP)

#8" SS WOOD SCREW W/1-1/2"MIN EMBED @ 12" O.C. (TYP).

TOE-NAIL ALL CRICKET SUPPORT WITH 10D @6" O.C. (TYP)

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


SCALE: 1-1/2" = 1' - 0"10 ROOF HATCH SECTION A8.04

EXT. DETAILS

SCALE: 1-1/2" = 1' - 0"03 BOLLARD BASE DETAIL - SECTION - SCD

(REFERENCE 2/E0.1 - FROM SCCD SET 8-28-1995)

SCALE: 3" = 1' - 0"01 ANCHOR BOLT AT EXT WALL - SSD

SCALE: 1-1/2" = 1' - 0"11 ROOF HATCH PLAN

SCALE: NTS08 SAFETY POLE/LADDER AT HATCH (TYP)

SEE 8 & 11 / A8.04 & 3/A8.03 FOR ADD'L REQUIREMENTS (TYP)

SEE MNR'S RECOMMENDATIONS FOR ADDITIONALDETTAILS FOR FRAMING SUPPORT, FLASHING ANDCLEARANCES ADJACENT TO WALL/SCURBS TOENSURE APPROPRIATE WATERPROOFING (TYP).

GENERAL HATCH AND LADDER REQUIREMENTS PER 2016 CMC AND CEC, & CCR DIV 8, SEC 3277 (TYP):

1. PER CMC 904.10.3.3 ACCESS DOORS SHALL BE AT LEAST TWENTY-TWO (22) INCHES X TWENTY-FOUR (24)

INCHES IN SIZE, SHALL OPEN EASILY AND SAFELY UNDER ALL CONDITIONS, ESPECIALLY SNOW, AND SHALL BE

CONSTRUCTED SO AS TO PERMIT ACCESS FROM THE ROOF SIDE UNLESS DELIBERATELY LOCKED ON THE

INSIDE. AT LEAST SIX (6) FEET OF CLEARANCE SHALL BE AVAILABLE BETWEEN THE ACCESS OPENING AND THE

EDGE OF THE ROOF OR SIMILAR HAZARD (TYP).

2. ALL RUNGS SHALL HAVE A MINIMUM DIAMETER OF 3/4 INCH FOR METAL LADDERS. THE DISTANCE BETWEEN

THE TOP SURFACES OF RUNGS, CLEATS, AND STEPS SHALL NOT EXCEED 12 INCHES AND SHALL BE UNIFORM

THROUGHOUT THE LENGTH OF THE LADDER EXCEPT THE VERTICAL DISTANCE OF THE FIRST RUNG FROM

GROUND LEVEL MAY BE AS HIGH AS 14 INCHES. METAL LADDERS AND APPURTENANCES SHALL BE PAINTED OR

OTHERWISE TREATED TO RESIST CORROSION AND RUSTING WHEN LOCATION DEMANDS.

3. THE MINIMUM DESIGN LIVE LOAD SHALL BE A SINGLE CONCENTRATED LOAD OF 300 POUNDS.

4. ALL HATCH COVERS SHALL OPEN A MINIMUM OF 60 DEGREES FROM THE HORIZONTAL. THE DISTANCE FROM

THE CENTER LINE OF RUNGS OR CLEATS TO THE EDGE OF THE HATCH OPENING ON THE CLIMBING SIDE SHALL

BE NOT LESS THAN 24 INCHES FOR OFFSET WELLS OR 30 INCHES FOR STRAIGHT WELLS.

1/4" SS WOOD SCREW

3" MIN EMBED (TYP)

VARIES VIF

2-1/2"x1/4" MTL STRAP@4'-0" O.C. OF LADDER LENGTH, USE 3/8"WEDGE ANCHOR SSD FOR EMBED. @ CONC.WALL. , USE 1/4" BOLT AT LADDER (TYP)

2-1/2x1/4" MTLANGLE TO FASTEN LADDERTO (E) PLYWD SUBSTRATE,1/4" THRU BOLT TO LADDER,LAG ANGLE TO FLOOR (TYP)

1/4" SS WOODSCREW W/ 3"EMBED. ATHOLES PROVIDED(TYP).

1/4" SS WOOD SCREW @ 8" OC W/ 2-1/2" EMBED (TYP)

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


A9.00INTERIORDETAILS

SCALE: 1-1/2" = 1' - 0"01 SECTION @ACCESSIBLE SINK & COUNTERTOP

SCALE: 1-1/2" = 1' - 0"04 SECTION @ADMIN OFFICE COILING SHUTTER

SCALE: 3/4" = 1' - 0"06 PARTIAL PLAN @ADMIN OFFICE COILING SHUTTER

SCALE: 1-1/2" = 1' - 0"10 PARTIAL ELEVATION @ADMIN OFFICE COILING SHUTTER

SCALE: 3" = 1' - 0"14 TYPICAL JAMB DETAIL AT COILING DOOR

2"x1/8" CONT. MTL ANGLE TOATTACH CABINET BASE AT SIDESTO FLOOR, USE #8 WD SCREWSAT 8" AT WOOD SIDE (DO NOTPENETRATE OUTER FACE) AND3/16" CONC SCREWS AT 8" O.C.PREDRILLED HOLES (TYP).

ATTACH WITH#8 SMSCREWSTHROUGHMED-DUTYBACKING PER4/A0.01 @8"O.C. (TYP)

PROVIDE 2"x1/4" CONTMTL ANGLE SUPPORT@ EDGE (TYP), USE 1/4"LAG ANCHOR EA END (TYP)

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


SCALE: 3" = 1' - 0"10 NON - RATED WALL SECTION A9.01

INTERIORDETAILS

NTS07 BACKING PLATE LIGHT LOADS

NTS04 BACKING PLATE - MOD LOADS

NTS01 BACKING PLATE - HEAVY LOADS

SCALE: 1/4"=1'-0"08 TYPICAL WALL FRAMING CONTRACT

SCALE: 6"=1'-0"05 PARTIAL WALL SECTION

SCALE: 3" = 1' - 0"12 WALL SECTION @ (N) WALL RESTROOMS 111&112

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%



SCALE: 3/4" = 1'-0"10 PARTIAL ELEVATION 07 PLAN VIEW

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

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

NTS02 COMPRESSION STRUT DETAIL (TYP)



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%



NTS05 HANGER GRID DETAIL (TYP)

NTS11 PERIMETER DETAILS (TYP.)

NTS10 ACCEPTABLE DETAILS - WIRE CONNECTIONS TO WOOD FRAMING

12 SUSPENDED CEILING - EXPANSION DETAILS (TYP.)NTS

06 SUSPENDED CEILING - EXITWAYS DETAILS (TYP.)NTS

1. CBC SECTION 1615A1.16 (1615.10.13*) REQUIRES THE DESIGNAND INSTALLATION TO BE IN COMPLIANCE WITH ASTM C635,C636, AND E580, SECTION 5, AS AMENDED BY 2010 CBCSECTION 1615A.1.16 (1615.10.13*).

2. NOTE: AMENDMENTS IN CBC SECTION 1615A.1.16 (1615.10.13*)REPLACE ASCE 7, SECTION 13.5.6.

3. THE REQUIREMENTS IN THIS IR APPLY TO FLAT AND LEVELCEILING SYSTEMS WHOSE TOTAL WEIGHT INCLUDING CEILINGMOUNTAED AIR TERMINALS, SERVICES AND LIGHT FIXTURES, DOESNOT EXCEED FOUR (4) PSF. HEAVY SYSTEMS, SYSTEMS THAT ARENOT FLAT AND LEVEL, AND THOSE SUPPORTING LATERAL LOADSFROM PARTITIONS ARE BEYOND THE SCOPE OF THIS IR ADN WILLREQUIRE SPECIAL DESIGN DETAILS.

4. USE TYPE S-12, 1" LONG, SELF DRILLING/TAPPING SCREW,FASTEN AT STRUCTURE, APPROX 16" OC AT 2" STANDARD 2" X 2"WALL LEDGER ANGLE TO CONNECT CEILING ASSEMBLY TO TOWALL (TYP).

GENERAL NOTES:

NTS05A COMPRESSION STRUT SIZING CHART (TYP)

USE TYPE S-12, 1" LONG, SELF DRILLING/TAPPING SCREW, FASTENAT STRUCTURE, APPROX 16" OC AT 2" STANDARD 2" X 2" WALLLEDGER ANGLE TO CONNECT CEILING ASSEMBLY TO TO WALL(TYP).

USE TYPE S-12, 1" LONG, SELF DRILLING/TAPPING SCREW, FASTENAT STRUCTURE, APPROX 16" OC AT 2" STANDARD 2" X 2" WALLLEDGER ANGLE TO CONNECT CEILING ASSEMBLY TO TO WALL(TYP).

AC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

BUILDING STANDARD QUAD / DUPLEX RECEPTACLE

LIGHTING CONTROL PANEL

BUILDING STANDARD CEILING/WALL

WALL MOUNTED / CEILING

SHEET NOTE TAG.

DATA / VOICE OUTLET BOX AT 18" AFF TO CENTER OF BOX.

DIMMING SWITCH AT 48" AFF TO TOP OF BOX

SURFACE / FLUSH MTD. PANELBOARD.

LIGHT SWITCH AND SWITCH LEG IDENTIFICATION AT

SPLIT-WIRED DUPLEX RECEPTACLE

GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE

CEILING MOUNTED EXIT LIGHT

RECEPTACLE ON DEDICATED CIRCUIT AT 18" AFF TO

BUILDING STANDARD HORSEPOWER RATED SWITCH.

CEILING MOUNTED RECEPTACLE.

AT 18" AFF TO CENTER OF BOX, U.O.N

LEVITON 1221-2W, 20A, 120/277V AT 48" AFF TO TOP OF BOX

BUILDING STANDARD STROBE.

FLOOR MOUNTED DATA / VOICE OUTLET BOX

MOUNTED STROBE HORN.

208 VOLT RECEPTACLE

TELEPHONE CABINET

EQ

X

EQUIPMENT TAG

LOW LEVEL WALL MOUNTED EXIT LIGHT

MOUNTED JUNCTION BOX.

FLOOR MOUNTED RECEPTACLE.

LEVITON T5825-W, 20A, 125V

AT 18" AFF TO CENTER OF BOX.

ENERGEBCY POWER OFF BUTTON

WITH COVER

EMON DMON WATT METER

48"AFF TO TOP OF BOX

CENTER OF BOX, U.O.N.

CEILING HEAT DETECTOR

240 VOLT RECEPTACLE

LIGHTING DAYLIGHT SENSOR

LIGHTING NETWORK BRIDGE

LIGHTING ROOM/ZONE CONTROLLER

OCCUPANCY SENSOR

EMERGENCY LIGHT WITHBATTERY BACK UP

GENERAL NOTES,

ABBREV. & LEGEND

E0.10

NO SCALE



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%

10/18/2017 DSA RESUBMIT

DSA RESUB. SET

ISSUE FORREVIEWAC_______ FLS _____ SS ____

DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

ELECTRICAL SPECIFICATIONS

ELECTRICAL

SPECIFICATIONS

E0.11

NO SCALE



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


DSA RESUB. SET


DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

ENERGY

COMPLIANCE FORMS

E0.30



SCALE:

ISSUE/REVISION:

KEY PLAN:


STAMP

OWNER:

ARCHITECT:

SHEET LEGEND:

PROJECT:

CONSULTANT TEAM:



04/25/2017 ISSUE FOR DD 100%

06/06/2017 ISSUE FOR CD 50%

06/30/2017 ISSUE FOR CD 60%

07/20/2017 ISSUE FOR CD 100%


DSA RESUB. SET


DATE: ________________________


JCC GBC GBC

PVL

FILE: 48-C1

02-116082

10/31/2017

ENERGY

COMPLIANCE FORMS

E0.40



SCALE:

ISSUE/REVISION:

KEY PLAN:


STA

VACAVILLE CLASSROOM BUILDING (ANNEX ... Classroom Bldg...A3.00 EXTERIOR ELEVATIONS A3.01-ALTROOF...

Documents

Transcript of VACAVILLE CLASSROOM BUILDING (ANNEX ... Classroom Bldg...A3.00 EXTERIOR ELEVATIONS A3.01-ALTROOF...