NOTICE OF ADMINISTRATIVE PLANNED DEVELOPMENT PERMIT

CITY OF CAMPBELL Community Development Department

October 29, 2019

NOTICE OF ADMINISTRATIVE PLANNED DEVELOPMENT PERMIT Notice is hereby given that the Planning Division of the Community Development Department of the City

of Campbell has received an application for an Administrative Planned Development Permit for the

following project proposal:

File No.: PLN2019-190

Applicant: Jimmy Chang

Project Address: 1725 S. Bascom Avenue, Suite 1100

Property Owner: Revere Residences, LLC

Zoning District: P-D (Planned Development)

General Plan: Commercial/Professional Office/Residential

Project Description: To allow the establishment of a 2,040 sq. ft. café (coffee shop; d.b.a.

Big Mug) within an existing commercial tenant space.

This project will be decided by the Community Development Director and you have the opportunity to

provide comment prior to the Director’s decision. The ten-day comment period for this application begins

on October 30, 2019 and ends on November 11, 2019. Any comments regarding this application must be

submitted in writing (including email) to the Planning Division before 5:00 p.m. on November 11, 2019.

The Director will then consider all comments submitted within this time period prior to a decision. No

additional notice will be provided. Please contact the project planner in a timely manner to determine

what decision was reached.

Decisions by the Community Development Director are final in 10 calendar days following the date of

approval, unless an appeal is received in writing at the City of Campbell Community Development

Department, 70 N. First Street, Campbell, prior to the end of the appeal period. A written appeal must be

accompanied with the required $200 appeal filing fee. Plans and architectural drawings may be viewed at

the Planning Division office during normal business hours (8:00 AM – 5:00 PM) and on the City's 'Public

Notices' web page (http://www.cityofcampbell.com/501/Public-Notices) under 'Administrative Decisions'.

Questions or comments regarding this application may be addressed to Stephen Rose, Associate

Planner, in the Community Development Department, at (408) 866-2142 or by email

[email protected].

188This map is based on GIS Information and reflects the most current information at the time of this printing. The map is intended for reference purposes only and the City and its staff is not responsible for errors.

1725 S. Bascom Avenue, Suite 1100

2,257Campbell IT, GIS Services

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DETAIL, SECTION, PLAN,OR ELEVATION NUMBER

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A2.1

BUSINESS NAME: BIG MUG

PROJECT DESCRIPTION: TENANT IMPROVEMENTS TO AN VACANT SPACE

PROJECT LOCATION: 1725 S. BASCOM AVENUE STE. 400CAMPBELL, CA 95008

CONSTRUCTION TYPE: TYPE IA

OCCUPANCY: A-2

ZONING: PD

SPRINKLERS: FULLY SPRINKLERED

EXISTING/DEMOLITION PLAN, EXIT PLANA2.0PROPOSED FLOOR PLAN

8. ANY DECORATIONS USED SHALL BE NON-CONBUSTIBLE OR FLAME PROOFED

2-A 10 BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTION OF THE 7. PROVIDE A POTABLE FIRE EXTINGUSHER WITH A RATING OF NOT LESS THAN

BE IN BLOCK LETTER 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4". BE IN HIGH CONTRAST WITH THEIR BACKGROUND. WORD ON THE SIGN SHALL 6. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS SHALL

BE DETERMINDED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF 5. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGN SHALL

ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN EXCEPTION; MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS.4. EXIT SIGN SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE

3. EXIT ILLUMINATION SHALL COMPY WITH SECTION 93.064 0F THE ELECTRICAL

LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL.2. EXIT SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH

USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.1. EXIT DOORS SHALL BE OPENABLE FROM INSIDE FROM INSIDE WITHOUT THE

BUILDING, AND AS REQUIRED BY FIRE INSPECTOR.

APPROVED BY THE BUILDING OFFICIAL.

(FIRE EXINGUISHERS CERTIFIED BY A STATE LICENSING CO.)

C) INTERIOR WALL AND CEILING FINISH FOR

b) INTERIOR WALL AND CEILING FINISH FOR

a) INTERIOR WALL AND CEILING FINISH FOR A FLAME SPREAD CLASSIFICATION OF 200 (CLASS III)

9. ALL INTERIOR FINISH SHALL BE SMOKE DENSITY OF 450. A FLAME SPREAD CLASSIFICATION OF 25 (CLASS I)

A FLAME SPREAD CLASSIFICATION OF 75 (CLASSII)

10. PROVIDE "NOT AN EXIT" SIGN ON DOORS OPENING IN TO STOCKROOM.

MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT.

ANY PENETRATIONS OF OR MODIFICATIONS TO THE EXISTING STRUCTURAL SYSTEMS,CONCRETE, STEEL, ETC. MUST BE COORDINATED WITH THE LANDLORD AND LOCALAUTHORITIES. ANY MODIFICATIONS MUST BE APPROVED BY THE LANDLORD AFTER

END WALLS WHERE VINYL WALL COVERING IS FINISHED WALL MATERIAL.

A PROJECT MANUAL CONSISTING OF ALL ADDENDA, GENERAL CONDITIONS, TECHNICALSPECIFICATIONS, EQUIPMENT CUT SHEETS AND LANDLORD DESIGN AND CONSTRUCTION

AWARD OF CONTRACT SHALL BE NEGOTIATED AS A CHANGE ORDER.

CRITERIA. USE OF THE DRAWINGS WITHOUT THE PROJECT MANUAL IS NOT ADVISED.

DRAWINGS, IN THE SPECIFICATIONS OR IN THE LANDLORD DESIGN CRITERIA, INCLUDED

CLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED AFTER

FURNISH AND INSTALL CLEAR PLEXIGLASS GUARDS TO COUNTER HEIGHT AT UNPROTECTED

NOTE: THESE DRAWINGS ARE AUGMENTED AND/OR MODIFIED BY INFORMATION CONTAINED IN

CLAIMS FOR ADDITIONAL COSTS DUE TO LANDLORD REQUIREMENTS ESTABLISHED ON THE

SUBMISSION OF A DETAIL SCOPE OF WORK OUTLINE.

IN THE PROJECT MANUAL WILL NOT BE ACCEPTED.

10.

9.

8.

ANY WORK.

IN AN APPROVED MANNER.

WITH THE WORK. SAID DIMENSIONS MAY AFFECT OTHER DIMENSIONS AS INDICATED WITH

THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OF EXISTING DIMENSIONS AND

WOOD BLOCKING, DECKING AND FRAMING MATERIALS ARE ONLY ALLOWED BELOW THEFINISHED CEILING LINE WHEN FIRE-RETARDANT TREATED AND MARKED AS SUCH.

EXISTING DIMENSIONS ARE (+/-) AND MUST BE FIELD VERIFIED PRIOR TO COMMENCING

COMPLIANCE WITH PROCEDURES WITH LOCAL GOVERNING AGENCY.

ALL MATERIALS MUST MEET FLAME RESISTANCE REQUIREMENT OF LOCAL CODES, BUT NO

APPROVAL TO PROCEED WITH THE WORK IS SUBJECT TO VERIFICATION OF CONDITIONS AND

CONTRACTOR IS RESPONSIBLE FOR FULL COMPLIANCE WITH ALL REQUIREMENTS DICTATEDBY THE LANDLORD'S FIRE PROTECTION SYSTEMS ENGINEER DURING CONSTRUCTION AND ALL

LESS THAN 25 IN UNSPRINKLED AREAS ABOVE THE CEILING; 75 ON STOREFRONT; AND 200

SUPPORT WIRES FOR SUSPENDED CEILINGS MUST NOT CONNECT TO ANY OF THE LANDLORD'S

CONSTRUCTION NOTES:

IN SPRINKLED AREAS.

SUBSEQUENT FIELD INSPECTIONS.

3.

6.

7.

4.

5.

(+/-) SYMBOL.

CONDITIONS.

1.

2.

GENERAL NOTES

CODE.

FIRE NOTES:

PROJECT DATA

SHALL NOT EXEED

SHALL NOT EXCEED

SHALL NOT EXEED

ENCLOSED STAIR

EXIT CORRIDOR

KITCHEN, SERVICE AREA

DRAWING INDEX

- MOUNT MAX. 48" ABOVE FLOOR FOR ADA ACCESS.

11. BUILDING IS FIRE SPRINKLERED.

1725 S. BASCOM AVENUE, STE. 1100, CAMPBELL, CA 95008

REQUIRED CONTRACTOR AT TENANT'S EXPENSE.12. ANY MODIFICATION TO SPRINKLER SYSTEM TO BE BY MALL'S

HEADS THROUGH OUT WHERE APPLICABLE.13. INSTALL CONCEALED HEADS IN DRYWALL CEILINGS AND RECESSED

VINCINITY MAP

ABBREVIATIONS

CALIFORNIA BUILDING CODE 2016CALIFORNIA MECHANICAL CODE 2016CALIFORNIA PLUMBING CODE 2016CALIFORNIA ELECTRIC CODE 2016

SYMBOLS PLANNING DATA

PROPOSED WORK AREA: 2,040 SF

PARKING: EXISTING (NO CHANGE)

Sheet No

1.0

CALIFORNIA FIRE CODE 2016CALIFORNIA ENERGY CODE 2016

SITE PLANA1.0

SCOPE OF WORKTENANT IMPROVEMENTS TO AN EXISTING 2,040 SF VACANT SPACE TO A

A2.2 EQUIPMENT PLAN

E3.0 POWER PLAN

E1.0 SYMBOLS LIST, NOTES, ABBREVIATIONS AND INDEX

E2.0 TITLE 24

E4.0E5.0 SINGLE LINE AND PANEL SCHEDULE

GENERAL NOTESP0.1SCHEDULESP0.2KITCHEN EQUIPMENT SCHEDULEP0.3

LIGHTING PLAN

MECHANICAL TITLE 24M0.3

MECHANICAL FLOOR PLANM2.1DETAILSM3.1

A5.0 CABINET SECTIONSA5.1 ACCESSIBILITY DETAILSA5.2 DETAILS

E6.0E7.0 SPECIFICATIONS

DETAILS

LEGEND, NOTES AND SPECIFICATIONSM0.1

DEFERRED SUBMITTAL LIST:

1. WALL SIGNAGE TO BE UNDER A SEPARATE SUBMITTAL.

NEW ROOFTOP MECHANICAL UNITS TO REPLACE EXISTING MECHANICAL UNITS AT (E) LOCATION11.WITH IN KIND. THE REAPLCED MECHANICAL UNITS WILL NOT BE VISIBLE FROM THE STREET

APPROVED ADDRESS NUMBER SHALL BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.

A2.3 REFLECTED CEILING PLAN

SERVICE/PREP. AREA

USE SQ. FT LOAD FACTOR OCCUPANT LOAD

STORAGE

253

871

73

30

15

300

9

58

1

A

B

C

D

SALES AREA

655 200 4

TOTAL 2,040 - 72

TOTAL OCCUPANT LOAD: 72

TEL: (408) 316-6782

P.O.BOX 9375SAN JOSE, CA 95157

Email: [email protected]

SEATING AREA

OTHER (BATHROOM) 188 - -E

PLUMBING FLOOR PLANP2.1RISER DIAGRAMP3.1DETAILSP4.1

OCCUPANT LOAD DIAGRAM

BIG MUG

COFFEE SHOP

E1.1 ELECTRICAL SITE PLAN

E2.1 TITLE 24E2.2 TITLE 24

MECHANICAL SCHEDULESM0.2

MECHANICAL TITLE 24M0.4

14. ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THECFC CHAPTER 33 AMD SCCFD'S SPECIFICATION SI-7-CONSTRUCTION SITE FIRE SAFETY.

15. FIRE DEPARTMENT ACCESS TO THE SITE, BUILDING, AND TO ALL FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTION SUCH AS VEHICLES, STORAGE, AND OTHER MATERIALS OR OBJECTS SHALL BE PLACED OR KEPT NEAR FIRE HYDRANTS, FIRE DEPARTMENT INLET CONNECTIONS, OR FIRE PROTECTION SYSTEMCONTROL VALVES IN A MANNER THAT WOULD PREVENT SUCH EQUIPMENT OR FIRE HYDRANTSFROM BEING IMMEDIATELY DISCERNIBLE, IN ACCORDANCE WITH CFC 505.5.4.

16. ANYTIME THE FIRE SPRINKLER SYSTEM AND/OR THE FIRE PROTECTION & ALARM SYSTEM IS IMPAIRED, A FIRE WATCH IS TO BE PROVIDED. THE SYSTEM IS TO BE TAGGED, AND A CORRESPONDING IMPAIRMENT PROGRAM IS TO BE PROVIDED, IN ACCORDANCE WITH CFC CHAPT 9.

APPLICABLE CODES

PERMIT SET 05/06/19

BIG

MU

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MEN

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:

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100

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L, C

ALIF

OR

NIA

950

08

PROJECT LOCATION

2. ALTERATION TO THE FIRE SPRINKLER AND/OR FIRE ALARM SYSTEM REQUIRE A SEPARATEPERMIT SUBMITTAL TO THE CITY OF CAMPBELL FIRE DEPARTMENT FOR AN APPROVAL.

PLUMBING FIXTURE REQUIREMENT:

WATER CLOSETSUSE

RESTAURANTMALE:1: 1-50

FEMALE:1:1-25

URINALS

FACTOR

MALE:1:1-200

FACTOR REQ.

1

N/A N/A

PRO-POSED

1

1

PRO-POSED

0

-

LAVATORY

MALE:1: 1-150

FACTOR

1

1FEMALE:1: 1-150

PRO-POSED

TYPE OF OCCUPANT SQ. FT LOAD FACTOR OCCUPANT LOAD

1,124 30 38DINING AREA

42/2 = 21

PLUMBING FIXTURE ANALYSIS:

728 200 4KITCHEN

188 - -OTHER (BATHROOM, NON-HABITABLE SPACE)

URINAL IS NOT REQUIRED PER 2016 CPC TABLE 422.1 EXCEPTION NOTE #3

E2.3 TITLE 24E2.4 TITLE 24

MECHANICAL SITE PLANM2.0

PLUMBING SITE PLANP0.4

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SCALE : N.T.S.SITE PLAN

Sheet No

A1.01

TEL: (408) 316-6782

P.O. BOX 9375SAN JOSE, CA 95157


PATH OF TRAVEL LEVEL.CONTRACTOR TO FIELD VERIFY

EXCEED 5 % IN THE DIRECTION OF TRAVELEXISTING PATH OF TRAVEL TO NOT

AND NOT TO EXCEED 2 % CROSS SLOPE

7

A5.1(E) ACCESSIBLEPARKING, REFER

PATH TO BE MIN. 36" WIDE ALL THE WAY.

PERMIT SET 05/06/19

BIG

MU

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:

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950

08

WORK AREA

VACANT TENANT SPACE

1

1

'B' OCCUPANCY

(E) RATED HALLWAY

DIAGONAL DISTANCE =

68'-0"±

DIAGONAL DISTANCE = 29'-0"±

EXIT

TACTILE EXITSIGN

EXIT

TACTILE EXITSIGN

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1. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE IMPACT TO THESTRUCTURE OF ALL COMPONENTS TO BE REMOVED AND PROVIDE THENECESSARY SHORING TO INSURE THE STRUCTURAL STABILITY OF THEBUILDING AS A WHOLE AND THE VARIOUS COMPONENTS AFFECTED BY THEDEMOLITION. THE DRAWINGS NOTE VARIOUS ELEMENTS TO BE REMOVED ANDWHETHER THESE ARE BELIEVED TO BE STRUCTURAL OR NON STRUCTURAL.THE GENERAL CONTRACTOR SHALL NOTIFY DESIGNER AND/OR ENGINEER IFIN FACT ANY ELEMENT THAT IS NOTED AS "NON STRUCTURAL" APPEARS TOBE AN INTEGRAL PART OF THE BUILDING'S STRUCTURAL SYSTEM. DURINGTHE COURSE OF DEMOLITION, THE GENERAL CONTRACTOR SHALL ADVISE ANDESIGNER WHEN FINISHES ARE REMOVED TO EXPOSE CONSTRUCTION SODESIGNER COORDINATE WITH THE STRUCTURAL ENGINEER TO VISIT THE SITE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE ANDIDENTIFYING ALL ITEMS TO BE DEMOLISHED AND REMOVED, INCLUDING BUTNOT LIMITED TO: PLUMBING FIXTURES, ELECTRICAL AND TELEPHONE OUTLET,LIGHT FIXTURES, CONDUITS, ELECTRICAL SUB PANELS, FLOOR MONUMENTS,MILLWORK AND FLOOR FINISHES WHETHER SPECIFICALLY INDICATED OR NOT.IF THERE ARE ANY ITEMS IN QUESTION, CONTACT DESIGNER.

3. ALL EXISTING CEILING ATTACHEMENTS TO BE REMOVED AND NOT BEINGREUSED IN NEW BUILD OUT.

4. ALL DEMOLITION REQUIRED FOR ELECTRICAL OR MECHANICAL SYSTEMS SHALLBE RE-FORMED BY TRADES RESPONSIBLE FOR THE NEW WORK RELATIVE TOTHOSE SYSTEMS.

5. DEMOLITION PLAN INDICATES THE REMOVAL OF MAJOR COMPONENTS ONLYAND DOES NOT REFLECT CUTTING AND PATCHING OF EXISTING CONSTRUCTIONREQUIRED FOR INSTALLATION OF NEW WORK.

6. AREAS NOTED "EXISTING TO REMAIN" SHALL BE LEFT UNDISTURBED ANDDURING DEMOLITION CONTRACTOR SHALL MAKE ALL EFFORTS TO PROTECTEXISTING CONDITIONS FROM DAMAGE.

7. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER DURINGCONSTRUCTION AND SHALL VERIFY: LOCATIONS OF APPROPRIATE PARKINGAND LOADING AREAS, HOURS OF OPERATION, PROTECTION REQUIREMENTS OFEXISTING BUILDING FINISHES, AND CONFORMING WORKING HOURS.

EXISTING 1 HR RATED WALL TO REMAIN.1

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

REMOVE WALL

WALL - EXISTING TO REMAIN (ETR)

DEMOLITION LEGEND

Sheet No

A2.01

DEMOLITION GUIDELINES

GENERAL NOTES1. CONTRACTOR TO VERIFY THAT THE NOTIFICATION IN ACCORDANCE WITH SECTION 19827.5

OF CALIFORNIA HEALTH AND SAFETY CODE IS NOT APPLICABLE TO THIS PROJECT. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED IN THIS PROJECT, CONTRACTORSHALL STOP WORK AND IMMEDIATELY CONTACT BAY AREA AIR QUALITY MANAGEMENTDISTRICT. ANY ASBESTOS MATERIAL ENCOUNTERED WILL BE MANAGED IN ACCORDANCEWITH STATE AND LOCAL REGULATIONS AND PROPERLY DISPOSED OF, PER SECTION25505, 25533, AND 25534 OF THE HEALTH AND SAFETY CODE.

TEL: (408) 316-6782



KEY NOTES

PERMIT SET 05/06/19

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1. CONTRACTOR SHALL CARE DURING CONSTRUCTION SO AS NOT TO DAMAGEOR DISRUPT ANY UTILITES OR SPRINKLER LINES WHICH MIGHT PASSTHROUGH THIS SPACE TO SERVICE OTHER SPACES OR OTHER TENANTS. G.C.WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE.

2. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY SERVICEDISCREPANCIES OR IRREGULATITIES DISCOVERED IN THE LEASE SPACE WHICHMAY AFFECT CURRENT STORE DESIGN. GC. IS TO PAY SPECIAL ATTENTIONTO AVALABLE HEIGHT FOR INTENDED CEILING ELEVATION. MECHANICLA.DUCTWORK. ETC.

3. CONTRACTOR SHALL ERECT CONSTRUCTION BARRICADES/ SCREENS. IFREQUIRED, PER LANDLOARD'S SPECIFICATIONS. CONTACT LANDLORD'S FIELDREPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL CONSTRUCTIONWORK.

4. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR EXISTING ITEMS NOTED TOBE UTILIZED IN REMODEL AND PROPERLY DISCARD REMOVED DEBRIS. TRASHAND DISCARDED ITEMS AT APPROPRIATE & APPROVED DUMP SITE PAYINGFOR ITS DUMP FEES.

5. CAREFULLY REMOVE ITEMS DESIGNATED ON DEMOLITION PLAN.6. ALL FINISH FLOORINGS - TILE, STAINED CONC., ETC., UNLESS NOTED

OTHERWISE WITHIN THE PREMISE OF PROPOSED IMPROVEMENT AREA SHALLREMAIN.

7. CONTRACTOR SHALL CAP LINE, CONDUITS OR WRING PER CODE IN THEREMOVAL OF EXISTING FIXTURES.

8. CONTRACTOR SHALL CHECK ALL DISTANCE, DATA, EXISTING STRUCTURES ANDUTILITIES ABOVE OR BELOW FLOOR WITHIN THE LIMITS OF THIS PROJECT.

9. PLACES WHERE EXISTING OBJECTS ARE REMOVED AS INDICATED ON THEDEMOLITION PLAN, TO BE PREPARED AND BLENDED W/ ADJACENT EXISTINGCONDITION TO THE SATISFACTION OF LANDLORD.

10. CONTRACTOR SHALL VERIFY W/ OWNER EXISTING KITCHEN EQUIPMENT TO BEREMOVED.

DEMOLITION NOTES

SCALE : 1/4" = 1'-0"EXITING PLAN2

EXIT PLAN

34" MAX. HEIGHTCOUNTERTOP

H/W

Pick Up

48" CAKE S/C60" CAKE S/C

2'-10

"8'-

0"

48'-0

"

(E) 51'-1"±

38'-4" 12'-9"

(E) 4

8'-0"

±

12'-8

"9'-

1"21'

-8"

(E) 51'-1"±

11'-1"14'-8" 14'-5"8'-5" 2'-6"

SERVICE AREA

BATHROOMMEN'S

BATHROOMWOMEN'S

SERVICETABLE

STORAGE

10'-0

"8'-

6"18

'-8"

4'-7"

48" MIN. 60" MIN.

2

4

5

6FREEZER REF.

SEATING AREA1

KITCHEN3

2'-5" 3'-0" 2'-9"

8'-2" 2'-10" 6'-9"

5'-10

"8'-

7"

8'-0" 3'-0" 3'-5" 2'-0"

3'-11" 2'-6"

3'-5"

2'-1"

6'-0"

3'-8"

1

2

4

5

3

A5.116

48" M

IN.60

" MIN.

A5.15

A5.116

A5.15

3'-0"3'-2"

A5.110

34" MAX. HEIGHTCOUNTERTOP

60" MIN.

1/2" TEMPERED GLASSSNEEZE GUARD

Date

Sheet No

Sheet Title

Checked

Job No

Scale

Drawn JC

JC

1

2

3

4

5

--

PROPOSED FLOOR

A2.1

REVISIONS

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1825

PLAN

SCALE : 1/4" = 1'-0"PROPOSED FLOOR PLAN1

TEL: (408) 316-6782



NO.

1

MATERIALHT.WIDTH NOTE

DOOR SCHEDULE

DOOR NOTES:CONTRACTOR TO PROVIDE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATICAND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOWTHE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATINGA TRAP OR HAZARDOUS CONDITION

1.

THE MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 lbs. FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED

2.

AT RIGHT ANGLES TO HINGED DOORS

EXISTING WALL TO REMAIN

1-LAYER OF 1/2" GP. BD. ON EACH SIDETYPICAL WALL PARTITION SHALL BE NEW FULL WALL CONSTRUCTION:

LEGEND

CONTRACTOR TO PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBLITY AND3.WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS,TO BE VISIBLE TO PERSONSPROVIDE TACTILE EGRESS SIGNAGE INSTALLED ON THE WALL ADJACENT TO 4.THE LATCH SIDE OF THE EXIT DOORS. REFER TO DETAIL 16/A5.1

FINISH

5. ACCESSIBLE DOOR OPENING HARDWARE IS TO BE MOUNTED AT A HEIGHT BETWEEN30" TO 44" ABOVE THE FLOOR AND OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING

6. CONTRACTOR TO VERIFY AND PROVIDE EXISTING STOREFRONT GLAZING WITHIN18" OF A WALKING SURFACE TO BE TEMPERED.

GLASS/ALUNIMUM6/0 7/0 STOREFRONT

2 GLASS/ALUNIMUM3/0 7/0 STOREFRONT MATCH EXISTING FINISH

EXISTING TO REMAIN

3 METAL3/0 7/0 - (E) 20 MIN. RATED DOOR TO REMAIN; (E) PANIC HARDWARE

5 WOOD3/0 7/0 - SOLID, SELF LATCHING AND SELF CLOSING

6 WOOD3/0 7/0 - SOLID, SELF LATCHING AND SELF CLOSING

1.

NOTES

PROVIDE A SIGN THAT INDICATES THE OCCUPANT LOAD OF THE ROOM/SPACE (FINAL POSTED SIGN LOCATION AND TYPE SHALL BE APPROVED BY THE FIRE ANDBUILDING INSPECTION STAFF PRIOR TO FINAL BUILDING OCCUPANCY)

7. DOOR #1 AND #2, PROVIDE MINIMUM OF ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE SYMBOL, AT JUNCTIONS TO BE VISIBLE TO PERSON ALONG APPROACHING PEDESTRIAN WAYS PER CBC 11B-216.6. REFER TO 6/A5.1.

8. MAIN EXIT DOOR SHALL HAVE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOORSTATING, "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."

ABILITY TO GRASP HARDWARE.

9. PROVIDE FIRE EXIT HARDWARE.

PERMIT SET 05/06/19

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3'x12' Coffee Tasting Table

SHEL

F48

"*18"

H/W

FREEZER

FETCOBREW

Waffle

Panini

Pick Up

48" CAKE S/C60" CAKE S/C

REF.

ConvectionOven

Ice Maker

Toaster

Juice

SHEL

F60

"*18"

SERVICETABLE

SHEL

F48

"*18"

SHEL

F48

"*18"

SHEL

F48

"*18"

PREP TABLE

PREP TABLE

4 3 2 1

7

5 6 8

8

10

11

12

12

12

9

9

13

14

15

16

18

18

19

20

21

17

24

22

23

25

30

262728

29

31

32

33

36

35

34

37

37

39

40

38

4'-6"

4'-6"SERVICE AREA

BATHROOMMEN'S

BATHROOMWOMEN'S

STORAGE

2

4

5

6

SEATING AREA1

KITCHEN3

4'-8"

4'-1"

3'-7"

3'-0"2'-6"

1

DISPLAY / GIFT SHELVES

OUTDOOR SEATING7

3'-2"

(E) COLUMN

4'-0"

3'-2"

3'-2"

PLAN

TER

PLAN

TER

Date

Sheet Title

Checked

Job No

Scale

Drawn JC

JC

1

2

3

4

5

EQUIPMENT PLAN

REVISIONS

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Sheet No

A2.2SCALE : 1/4" = 1'-0"EQUIPMENT PLAN1

WATER HEATER (ELECT)

32

20

EMPLOYEE LOCKER

29

2728

3031

-SALSBURY

2324

2221

25

43

1314

12

9

6

87

DESCRIPTION

COUNTERTOP21

ITALIA 1 DP1200

-

-

NOTES

47.5"X31"X45.25"

-(W. X. D. X. H.)SIZE (IN INCHES

EQUIPMENT SCHEDULECUSTOM

-DISPLAY CASE OSCARTEK

5

DRY STORAGE SHELVING

1011

26"X29 1/4"X21 3/8"

HAND SINK (DROP-IN) D1-1-10ADVANCE 19" x 13"

26

15

W/ 6" LEGSBRADFORD -

17

19

3334

18

1516

# MANUFR. MODEL NO. MOUNTLBS.

HAND SINK ADVANCE 17.75"X15.25"

REGISTER -

PREP. SINK (PREP)

ICE MACHINE

EAGLE 414-16-1-18R

Z199-24ZURN

INDIRECT TO FLOOR SINK, NSF APPROVED32.25"x59.5"x44.5"

24"x24"x10" W/ MOP RACK, CHEM. CABINET, NSF APPROVED

INDIRECT TO F.S., NSF APPROVED.

MOP SINK

SNEEZE GUARD 1/2" TEMPERED GLASS

METRO 1860NS 60" x18" x86 5/8" W/ 6" LEGS & 5 TIER. NSF APPROVED.

MICRO. CONVECTION OVEN TORNADO 2TURBOCHEF

NSF APPROVED

EAGLE3 COMP. SINK 314-16-3-18 DIRECT TO SEWER LINE, NSF APPROVED90" x 26" x 44.5"PRE-RINSE SPRAY HOSE 2210-WBFISHIER 8" CENTER

GRINDER MAHLKONIG K30 TWIN

ICE-O-MATIC ICEU300/305 223

14

QUANTITY

-

1

1

1

1

1

1

1

1

11

1

113

14.5"X22"X11.8"

7-PS-87

GC

TEL: (408) 316-6782



PREPARATION SINK AND DIPPER WELLFLOOR SINK MUST BE INSTALLED TO PROVIDE INDIRECT SEWER CONNECTION AT ICE MACHINE, FOOD 11.

10. INSTALL PERMANANT SOAP AND TOWEL DISPENSER AT HAND WASH SINK LOCATION.THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.IF GREASE TRAP IS REQUIRED BY THE BUILDING DEPARTMENT, IT MUST BE MOUNTED IN THE FLOOR SO THAT9.

8. INSTALL MECHANICALLY VENTILATED EXHAUST FAN IN TOILET ROOMS.

LIGHT FIXTURES LOCATED OVER UNCOVERED FOOD OR UTENSILS MUST BE SHATTERPROOF AND CLEANABLE.7.

AND ALL CRACKS AND CREVICES SEALED WITH A CAULKING-TYPE SEALANT.6. ALL COUNTERS AND SHELVING IS TO BE OF CABINET QUALITY CONSTRUCTION WITH ALL SURFACES SMOOTH

HEIGHT OF 48" ABOVE THE FLOOR.FIBERGLASS REINFORCED PANELING ON THE WALLS BEHIND ALL SINKS. INSTALL PANELING TO A MINIMUM 5.

LIGHT IN COLOR ( LIGHT REFLECTANCE VALUE OF 70% OR GREATER) 4. ALL WALLS AND CEILINGS IN THE FOOD SERVICE AREAS MUST BE SMOOTH FINISHED, WITHOUT TEXTURE, AND

MATERIAL MUST CONTINUE UP THE WALL AT LEAST 4". TOP SET COVED BASE MATERIAL IS NOT ACCEPTABLE.

THE FLOOR SURFACE IN THE FOOD SERVICE/STORAGE AREA AND THE SERVICE AREA (EMPLOYEE SIDE)3.MUST BE COVED AT THE FLOOR/WALL JUNCTURE WITH A MIN. 3/8" RADIUS COVED BASE. THE FLOOR

INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES.

1. ALL EXISTING EQUIPMENT SHALL BE EVALUATED AND APPROVED ON A CASE-BY CASE BASIS.

2. PIPING AND CONDUITS OF ALL TYPES MUST BE CONCEALED WITHIN WALLS, FLOORS AND CEILINGS

HEIGHT OF 48" ABOVE THE FLOOR OVER MOISTURE RESISTANT UNDERLAYMENT. CBC 807.1.2. RESTROOM "WET WALLS" ARE TO BE FINISHED WITH A SMOOTH, HARD, NON-ABSORBENT MATERIAL TO A MIN.5" UP SURROUNDING WALLS TO PROVIDE A CONTINUOUS, INTERGRAL BASE. CBC 807.1.1. FLOOR AT RESTROOM SHALL BE FINISHED WITH SMOOTH, HARD, NON-ABSORBENT MATERIALS WHICH EXTEND12.

13.

THE FRONT AND BACK COUNTERS MUS BE PLASTIC LAMINATED INSIDE AND OUT AND WILL HAVE14.INTEGRALLY COVED BASES.

15. INSTALL FULL HEIGHT FRP ON THE WALLS ADJACENT TO ALL SINKS.

16. NEW MOP SINK TO BE FLOOR MOUNTED AND MUST BE PROVIDED WITH HOT AND COLD RUNNING WATER THROUGH A MIXING FAUCET EQUIPED WITH AN INTEGRAL VACUUM BREAKER. CONTRACTOR TO PROVIDE A MOP HANGER POSITIONED SO THAT MOPS DRIP INTO THE JANITORIAL SINK.

17. CONTRACTOR TO INSTALL STAINLESS COVERING, OR SIMILAR DURABLE MATERIAL, BEHIND ALL COOKING EQUIP.

18. SUFFICIENT NATURAL OR ARTIFICIAL LIGHTING WILL BE PROVIDED (MINIMUM 20 FOOT-CANDLES MEASURED 30" ABOVE THE FLOOR WILL BE PROVIDED FOR GENERAL CLEAN-UP PURPOSES AND 50 FOOT-CANDLES AT SURFACES WHERE FOOD EMPLOYEES WILL WORK WILL FOOD OR WITH UTENSILS OR EQUIPMENT USED FORCUTTING OR GRINDING.)

19. THE STORAGE AREAS FOR THE NON-FOOD ITEMS SUCH AS: CLEANERS, TOWELS, APRONS, EMPLOYEELOCKERS SOILED LINEN, MOP, BROOM, AND MOP BUCKETS, PROVIDED BY CABINETS ABOVE MOP SINK.

HEALTH REQUIREMENT NOTES

20. PROVIDE APPROVED METAL SPLASHGUARD AT ALL HAND SINKS AND DROP-IN COUNTER RINSE SINKS.

21. PROVIDE QUARRY TILE FLOOR AND COVED BASE IN THE EMPLOYEE LOCKER AND WATER HEATER ROOMS

22. PROVIDE INDIRECT SANITARY SEWER CONNECTION AT THE ESPRESSO MACHINE AND DIPPER WELL.

23. INSTALL THE FLOOR SINKS 3/4 UNDER THE CABINETS AND THE ICE MACHINE AND FREESTANDING SINKS

24. THE GREASE RETENSION DEVICE MUST BE MOUNTED IN THE FLOOR SO THAT THE TOP IS FLUSH WITH THE FINISHED FLOOR SURFACE.

RINSER RINSER WITH SIDE SPRAYESPRESSO PARTS1 6 7/8"X6 3/8"X2"

COUNTERTOP OVEN; NSF APPROVED

REFRIGERATOR AVANTCO SS SERIES 54"x32.25"x82.5"1

-

157

57

-

59

14132

--

23

TYPE-

FLOOR 286

-

-

-

FLOOR

FLOOR

WALL

WALL

WALL

FLOORWALL

WALL

* PROVIDE ANCHORAGE FOR ALL EQUIPMENTS WEIGHING MORE THAN 200lbs./100lbs. WHICH ARE ATTACHED TO FLOOR/WALL (CEILING )

1825

PERMIT SET 05/06/19

1. AISLES SERVING AS A PORTION OF THE EXIT ACCESS IN THE MEANS OF EGRESS SYSTEM SHALL BE IN

GENERAL NOTESACCORDANCE WITH CBC 1017.

2. REMOVE 12" OF EXISTING CONCRETE SLAB TO INSTALL NEW PLUMBING WASTE LINE PER PLUMBINGDRAWINGS.

3. ALL EQUIPMENT AND COUNTERS/CABINETS SHALL BE INSTALLED ON 6" HIGH ROUND METAL LEGS,COMMERCIAL CASTORS, OR COMPLETELY SEALED IN PLACE ON A 4" HIGH CURB OR PEDESTAL WITHINTEGRAL COVE BASE WITH 3/8" RADIUS CONTINUOUS WITH THE FLOOR.

BIG

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950

08

W/ TOWEL AND SOAP DISPENSER

w/ TOWEL&SOAP DISPENSER; SIDE SPLASH GUARD

WALL SHELV. (2 TIER) INTERMETRO 18" D., 2 TIER DBL. SHELF POST TYPE.2 8WALL

FREEZER AVANTCO SS SERIES1

DRY STORAGE SHELVING METRO 1848NS 48" x18" x86 5/8" W/ 6" LEGS & 5 TIER. NSF APPROVED.4 23WALLWALL

-

30.5"X30"X39"

FLOOR 448448FLOOR

3536

4. PROVIDE AT LEAST 5 % OF THE EMPLOYEE LOCKERS TO BE ACCESSIBLE PER CBC 11B-225.2.1 AND CBC 11B-811. REFER TO 15/A5.15. PROVIDE ANCHORAGE FOR THE STORAGE SHELVES PER MANUFACTURER'S RECOMMENDED FOOT PLATES WITH 3 @ 1/2" ANCHOR BOLT.

6. ALL FINISHES SHALL COMPLY WITH CHAPTER 8, AND CFC CHAPTER 8. 7. THE MOVABLE COOKING EQUIPMENT SHALL BE PROVIDED WITH A MEANS TO ENSURE THAT IT IS CORRECTLY POSITIONED IN RELATION TO THE

APPLIANCE DISCHARGE NOZZLE DURING COOKING OPERATIONS, I ACCORDANCE WITH NFPA 17A, SECTION 5.6.4.

DISPLAY CASE 1 FLOOR

13.25"X15"X17"TOASTER AT EXPRESSAPW WYOTT1 35FLOOR

OSCARTEK ITALIA 1 DP1500 352 59.5"X31"X45.25"

STEAMER MODBAR 16"X14"X8.6" NSF APPROVED2 STEAM SYSTEM 40-ESPRESSO MODBAR 16"X15"X8.6" NSF APPROVED2 ESPRESSO SYSTEM 40-

NSF APPROVEDGRINDER MAHLKONIG PEAK1 14.5"X22"X11.8"57-

COFFEE HAND DRIP MODBAR 16"X14"X5.5" NSF APPROVED3 POUR-OVER SYSTEM 40-WATER BOILER WITH ECOSMART UC45MARCO1 19.4"X16.5"X26.2"24-UBER FONT 2

COFFEE BREWER FETCO1 37"X27"X22"96-CBS-2150-2GXTSUNDERCOUNTER REF. AVANTCO SSUC 74.25"X32.25"X38.5"1 FLOOR 298

1 18"X8.5"X10.7"20FLOORMIXER THE QUIET ONEVITAMIX1 FLOOR-1 7"X9"X19.5"13.2FLOORJUICER 932/96700HAMILTON BEACH1 FLOOR-1 19.7"X24.4"X39"104.7FLOORJUICER JE-ES-0045OMCAN1 FLOOR

PANINI GRILLS WARING WFG250 641 FLOOR 9.5"X16"X17.5"

WAFFLE MAKERSEAGLE T3048SB

-

1FLOOR 30"X48"WORK TABLE

CARNIVAL KING BELGIAN WAFFLE1

FLOOR 19.75"X17.25"X11.75"SANDWICH PREP. AVANTCO SSPT 46.75"X35"X45 7/8"1 FLOOR 374

54"x32.25"x82.5"EAGLE T3060SB FLOOR 30"X60"WORK TABLE 1

EAGLE T3060SB FLOOR 30"X60"WORK TABLE 1AUTO-CHLOR U34 SPACESAVER FLOOR 29"X28.25"X34"U/C DISHWASHER 1

37383940

3'x8' Coffee Tasting Table3'x8' Coffee Tasting Table

H/W

A

A

A

A

C

C

B

EXISTING OPEN CEILINGAPP' DARK GRAY PAINT FIN.(BENJAMIN MOOR: 2134-30 IRON MOUNTAIN)

GYP. BOARD/ APP' WHITE PAINT FIN.(BENJAMIN MOOR: OC-118 SNOWFALL WHITE) C.H: 12'-0"

C.H: 9'-0"

C.H: 9'-0"

C.H: 12'-0"

APP' ACOUSTICAL CEILING TILE FIN.(USG: SHEETROCK LAY-IN CEILING PANEL CLIMA PLUS, VINYL-3270)C.H:10'-0"

Date

Sheet Title

Checked

Job No

Scale

Drawn JC

JC

1

2

3

4

5

REFLECTED CEILING PLAN

REVISIONS

OR

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AN

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OF

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JEC

T.N

ON

E O

F S

UC

H D

ES

IGN

S A

ND

PLA

NS

SH

ALL

BE

US

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BY

OR

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1825

Sheet No

A2.3SCALE : 1/4" = 1'-0"REFLECTED CEILING PLAN1

JOB SITE AT END OF JOB.

- TRACK SPECIFICATIONS AS FOLLOWS U.N.O : LIGHTOLIER RADIUS TRACK 9100 BK SERIES WITH 9148

- ALL FIXTURES TO BE CENTERED IN 2x2 or 2x4 CEILING TILE (U.N.O)

- ALL FIXTURES TO BE PROVIDED BY RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR.

- G.C. TO VERIFY LEAD TIME ON THE ACOUSTICAL CEILING TILES & CEILING GRID.

- ALL LIGHT FIXTURES LABELED WITH UL. TO BE WIRED TO NIGHT LIGHT CIRCUIT. SEE ELEC. DWG's.

- ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE, OF ALL LAMP TYPES. TO BE LEFT AT

LENGTH OF TRACK AS INDICATED BY (X') ON PLAN.STARTER AND 9149 JOINER

ONE 20 AMP CIRCUIT REQUIRED FOR EACH 20 FT. SECTION OF TRACK

GENERAL NOTES

7. ALL SURFACES IN KITCHEN, SERVICE, AT BEVERAGE COUNTER AND RESTROOMS SHALL MEET 70 %

6. COUNTER / TABLE TOPS : ALL PRODUCT TO BE SLAB W/ SURFACE ROUND EDGE DETAIL

2. NOT ALL FINISHES IN SCHEDULE OF FINISHES ARE NECESSARILY INCLUDED IN THIS SCOPE OF WORK.1. CORNER GUARDS TO BE INSTALLED AT ALL OUTSIDE CORNERS IN KITCHEN, SERVICE, PREP. (STAINLESS)

ALL WALL, FLOOR & CEILING TILE USED.

LIGHT REFLECTIVE VALE (LRV) OR GREATER.

SEE SPEC. ABOVE & SHEETS A6 FOR USE. AND CONSISTANT / SMALL PARTICULATE AND POLISHED FINISH.

5. G.C. TO LEAVE ON SITE, UPON COMPLETION OF JOB, (1) BOX EACH OF4. FLOOR TILE TO BE OBTAINED THROUGH OWNER'S CONTACT.

FINISH NOTES TEL: (408) 316-6782



F1

FINISH KEY NOTES

T3ASHEN GRAY, #0T03, DALTILEQUARRY TILE (SMOOTH FINISH)

SIZE : 6" x 6"

CT1REFER TO INTERIOR PACKAGETILE

ACT1USG AURATONE TOUCHSTONE 2'x2' - SQ. EDGE,#5893, USG-DONN DX SYSTEM COLOR:WHITE

CEILING TILE

FRP1KEMLITE : GLASBORD-P CLASS CFIRE RATED .09", #85 WHITE

FIBERGLASS REINFORCED PANELS

SS1 STAINLESS STEEL W/ SATIN FINISH, 24 GA. MIN.

MEN'S BATHROOM

ROOM FINISH SCHEDULE

4

QU

AR

RY

TIL

E

FLOOR

GA

LV. M

ETA

L

NAME

3

5

2

6

SERVICE AREA

1X6

WO

OD

WALLS

FRP

PA

NE

LS

BASE

GA

LV. M

ETA

L

QU

AR

RY

CO

VE

TIL

E

a THE WALK-IN COOLER AND FREEZER'S METAL FLOORS ARE SMOOTH. DIAMOND PLATE FLOOR IS NOT APPROVED

b PAINT TYPE WILL BE SEMIGLOSS

c WASHABLE, SMOOTH FINISH, WHITE COLOR AND SEMIGLOSS PAINT

IN THE COOLER AND FREEZER.

d INTEGRAL COVE BASE: 6" Ht., 3/8" RADIUS

PA

INTE

D G

YP

. BD

.

T-B

AR

CE

ILIN

G

STA

INLE

SS

STE

EL

BA

SE

GA

LV. M

ETA

L

e SMOOTH FINISH & COVERED W/ EPOXY PAINT.

1 SEATING AREA

STORAGE d

d

d

c

c

F1 T3 T3 SS

1

FRP

1

14'-0" +/-

PA

INTE

D G

YP

. BD

.

CE

RA

MIC

TIL

EC

T1

10'-0"

MARK CEILING CEILINGHEIGHT

d

c

c

c

c

SE

ALE

D C

ON

CR

ETE

PO

RC

ELA

NE

TIL

ET2

EXI

STI

NG

TO

RE

MA

IN

EXI

STI

NG

TO

RE

MA

IN

EXI

STI

NG

CE

ILIN

G/P

AIN

T FI

N.

c

AC

T1 SU

SP

EN

DE

D G

YP

. BD

12'-0" +/-

10'-0"

9'-0"

9'-0"

PO

RC

ELA

NE

TIL

E

TILE

KEY NOTESA (N) GYP. BD. CEILING

B

EXPOSED CEILINGCW/ DARK GREY COLOR PAINT

(N) T-BAR CEILING

KITCHEN

WOMEN'S BATHROOM

bd

REFER TO INTERIOR PACKAGE

c

c

WO

OD

PA

NE

L

PERMIT SET 05/06/19

BIG

MU

G

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OVE

MEN

TS F

OR

:

1725

S. B

ASC

OM

AVE

NU

E, S

TE. 1

100

CAM

PBEL

L, C

ALIF

OR

NIA

950

08

Date

Sheet Title

Checked

Job No

Scale

Drawn JC

JC

1

2

3

4

5

PHOTOS

REVISIONS

OR

FIR

M F

OR

AN

Y P

UR

PO

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WIT

HO

UT

THE

WR

ITTE

N P

ER

MIS

SIO

N O

FR

AD

D A

ND

DE

SIG

N T

EA

M

ALL

IDE

AS

, DE

SIG

NS

AN

D P

LAN

SIN

DIC

ATE

D O

R R

EP

RE

SE

NTE

D B

Y T

HIS

DR

AW

ING

S A

RE

TH

E P

RO

PE

RTY

OF

MR

EN

GIN

EE

RS

AN

D D

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IGN

TE

AM

AN

D W

ER

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RE

ATE

D A

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DE

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FO

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ON

AN

D IN

CO

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NW

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TH

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CIF

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Sheet No

TEL: (408) 316-6782



1825

PERMIT SET 05/06/19

BIG

MU

G

TEN

ANT

IMPR

OVE

MEN

TS F

OR

:

1725

S. B

ASC

OM

AVE

NU

E, S

TE. 1

100

CAM

PBEL

L, C

ALIF

OR

NIA

950

08

WHITE WITH GREY GRAPHIC BACK PAINTEDGLASS PANEL REFER OVER 3/4" PLYWOOD

2x FURRING PROVIDE STRUCTURALSUPPORT AS REQUIRED

1/2" CHANEL PAINT TO MATCH W/ADJ. MATERIAL COLOR

5/8" RADIUS COVE BASEPER SCHEDULE

MARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"

1x BLOCKING@ 24" O.C.

1X FRAMING

3 5/8" MTL. STD. @ 16" O.C. MIN.

COVE BASE PER SCHEDULE

2'-10

"

3'-0"

1" 11 2"

P.O.S. STATION VERIFY SIZE & LOCATIONSPROVIDE HOLES IN GRANITE FOR

WHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVES



1/2" CHANEL PAINT TO MATCH W/

WHITE WITH GREY GRAPHIC BACK PAINTED

1'-5"

ADJ. MATERIAL COLOR

GLASS PANEL OVER 3/4" PLYWOOD

1/2" TEMP. GLAZING SNEEZE GUARD

60"± AFF

9"2'-

10"

3/4" PLYWOOD

FLOOR SINK

5/8" PLYWD. BOT.COVERED W/ WHITE LAM.& 3/4" ALUM. ANGLEW/ #4 SCREWS

5/8" TH. DOORW/ 3 HINGES PER DOOR

COUNTER TOPMATCH W/ FRONT COUNTER

1"

1'-0"

2 1/2" MIN.

3/4" PLYWOOD

5/8" PLYWOOD

THIS CABINETNO BOTTOM IN

3/4" PLYWOOD

5/8" PLYWD. BOT.COVERED W/ WHITE LAM.& 3/4" ALUM. ANGLEW/ #4 SCREWS

5/8" TH. DOORW/ 3 HINGES PER DOOR

COUNTER TOPMATCH W/ FRONT COUNTER

3'-0"

3'-0"

4"

6"

2 1/2" MIN.

BACKFLASH

WALL

3/4" PLYWOOD

5/8" PLYWOOD

WALL

COVED BASE-6" MIN.

3/4 UNDER THE CABINETS

FLOOR SINK W/ HALF GRATE

AIR GAP BETWEEN CONDENSATE LINE AND FLOOR SINK

ALL ELECTRICAL, WATER, CONDENSATE LINESAND OTHER CONDUITS SHALL BE CONCEALEDWITHIN CHASE



1/2" CHANEL PAINT TO MATCH W/

5/8" RADIUS COVE BASEPER SCHEDULE

MARINE PLYWOOD SUBTOPWHITE MARBLE TOP OVER 3/4"

3 5/8" MTL. STD.@ 16"O/C MIN.

WHITE WITH GREY GRAPHIC BACK PAINTED

1'-5"

WHITE PLASTIC LAMINATEFINISH ALL INSIDES AND SHELVES

ADJ. MATERIAL COLOR

GLASS PANEL OVER 3/4" PLYWOOD

1/2" TEMP. GLAZING SNEEZE GUARD

60"± AFF

1X BLOCKING@24" O/C

9"2'-

10"

Date

Sheet Title

Checked

Job No

Scale

Drawn JC

JC

1

2

3

4

5

CABINET SECTIONS

REVISIONS

OR

FIR

M F

OR

AN

Y P

UR

PO

SE

WIT

HO

UT

THE

WR

ITTE

N P

ER

MIS

SIO

N O

FR

AD

D A

ND

DE

SIG

N T

EA

M

ALL

IDE

AS

, DE

SIG

NS

AN

D P

LAN

SIN

DIC

ATE

D O

R R

EP

RE

SE

NTE

D B

Y T

HIS

DR

AW

ING

S A

RE

TH

E P

RO

PE

RTY

OF

MR

EN

GIN

EE

RS

AN

D D

ES

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AM

AN

D W

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RE

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D A

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DE

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FO

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ON

AN

D IN

CO

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EC

TIO

NW

ITH

TH

IS S

PE

CIF

IC P

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T.N

ON

E O

F S

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H D

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S A

ND

PLA

NS

SH

ALL

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1806

Sheet No

A5.0

SCALE : 1" = 1'-0"COUNTER SECTION @ CASH RESISTER17

SCALE : 1" = 1'-0"ESPRESSO MACHINE7

SCALE : 1" = 1'-0"COUNTER SECTION @ FLOOR SINK1

SCALE : 1" = 1'-0"

COUNTER SECTION @ GLASS WALL19

SCALE : 1" = 1'-0"SANDWICH PREP. 3

TEL: (408) 316-6782



SCALE : N.T.S

REACH RANGE @ EMPLOYEE LOCKER5

PERMIT SET 05/06/19

BIG

MU

G

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ANT

IMPR

OVE

MEN

TS F

OR

:

1725

S. B

ASC

OM

AVE

NU

E, S

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100

CAM

PBEL

L, C

ALIF

OR

NIA

950

08

9'-0" 8'-0"

2'-0"

18'-0

" MIN.

3'-0"

O.C.

ACCESSIBLE SIGN

6"Hx3'-0"L WHEEL STOP,TYP.

4"W. BLUE PAINTED STRIPING

12" HIGH MINIMUM LETTERS"NO PARKING"

SEE ACCESSIBILITY LOGO, TYP.

27"42

"

34"

34"

48" MIN. CLEAR

27"

48" MIN. CLR.36" MIN. CLR. 36" MIN. CLR.

NOTE: ALL RAMPS MUST MEET HANDRAIL AND CURBREQUIREMENTS.

VARIES (30' MAX.)

VARIES (30' MAX.)

WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH

AS REQ'D 30" MAX. RISE (TYP.)

72" MIN. 60" MIN.

60" MIN.

60" MIN.

STRAIGHT RAMP RUN

RAMP SECTION

RAMP W/ INTERMEDIATE SWITCH-BACK PLATFORM RAMP W/ TURNING PLATFORM DETAILSIDEWALKSIDEWALK

30" MAX. RISE (TYP.)AS REQ'D

72" MIN. VARIES (30" MAX.) 60" MIN.60" MIN.

WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH

72" MIN.

60" MIN.

WHEN DOOR SWINGS ONTOLANDING 42" MIN.PLUS DOOR WIDTH60" MIN.

60"MIN.72" MIN.

72" MIN.60" MIN.LANDING

INTERMEDIATETURNING POSITION

INTERMEDIATELANDING

30" MAX. RISE (TYP.) AS REQ'D

VARIES (30' MAX.)

30" M

IN.

GUARD RAIL & CURB

ADJACENT HAZARD

HANDRAIL AT RAMPSHOR. RAILING REQ'D. WHERE INTERMEDIATE RAILS W/ A MAX. OF 4" CLR. SPACEBETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYP.

2" HIGH WARNING CURBS WHEN A 4" (OR MORE) DROP OCCURS

POLECURB, TYP.STREET, TYP.

AT 1:2

SLO

PE1/2

" MAX

.

OUTSIDE FINISH

FINISH FLOOR

10" B

OTTO

M RA

IL

1/4" M

AX.

30" (N

.T.S.

)80

" (N.T.

S.)

1'-1117 32

"

17" MIN. 3 8" 27 32"

14 1/2

"1"

1"

CAP END OF POST WATER TIGHT

16 GA. GALV. STEEL SIGN PER CCRTITLE 24 SECTION 7102 (F) ATTACH TOPOST W/ (3) #14 ROUND HEADSTAINLESS STEEL SELF TAPPINGSCREWS

TS 1-1/2"x1-1/2"x1/4" GALV. STEELSET IN 9" O x2'-6" DEEP 3,000 P.S.I.CONCRETE FOOTING

1/2" R

7/8" R

21 2"31 4"

40" M

AX. T

ORE

FLEC

TIVE S

URF.

34" M

AX.

29" M

IN.27

" MIN.

9" MI

N.

6" MAX. 8" MIN.

17" MIN.

40" M

AX.

40" M

AX.

33"-3

6"

42" MIN. 12" MAX.

17"-19

"MA

X.

24" MIN.

7"-9"

19" M

IN.

15" 15"

17"

24" MIN. 12" MIN.

17"-18"

6"27

" 33"

48"

TOP O

F WAIN

SCOT

, U.O

.N.

SURFACE MOUNTED MIRROR

NOTE:PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. GRAB BARS; SEE TYPICALACCESSIBILITY NOTES SHEET.

WHEELCHAIR REACH ELEVATION

PAPER TOWEL DISPENSER &RECEPTACLE

1-1/2" O GRAB BARS, 250#CAPACITY, 1 1/2" GAP BETWEEN

WATER CLOSET

FEMININE NAPKIN DISPOSAL

SEAT COVER DISPENSERTOILET PAPER DISPENSER W/OSTOPS

FIXTURES & ACCESSORIES

URINAL WC

FLUSH LEVER ON OPPOSITE SIDE OFHANDRAIL

AREAS TO BE KEPT CLEAR OFPLUMBING LINE

6" COVE BASE (U.O.N.)

SEE PLAN

12" 24" MIN.

54" MIN.

17"-18

"60

" MIN.

SEE P

LAN

18"

17" MIN.

18"

32" M

IN. C

LR.

19" MAX.

48" MIN. FOR FRONT ENTRY DOOR

DOOR MOUNTED SIGN

1/2" MAX. THRESHOLD

18" CLR., 24" PREFERRED

WALL MOUNTED ACCESSIBLE SIGN,SIGN SHALL BE MOUNTED SUCHTHAT BRAILLE CHARACTERS ARELOCATED 48" MIN. A.F.F. RAISEDCHARACTERS SHALL BE LOCATED60" MAX A.F.F.

30"x48" MIN. CLEAR AREA

42" MIN. GRAB

36" MIN. GRAB

60" D

IA.

BAR

BAR

6" RADIUS

BLUE BACKGROUNDEQ. TO COLOR #15090 IN FED.STD.595B.

2"W WHITE PAINTED STRIPINGTYPICAL

+/-6'-8" ABOVE GRADE

CENTER LINE PARKING STALL

R10"

AS RE

QUIRE

D

+/-9"

PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)

WHITE SYMBOL (REFLECTIVE)

BLUE BACKGROUND

WHITE LETTERS

MIN. WALL OR POLE-MOUNTED

SEE SITE ACCESS SIGNFOR POST MTD. INFO.

NOTE:GRADE ONLY IF SIGN OBSTRUCTSPEDESTRIAN LINE OF TRAVEL

9"

9"PORCELAIN ON STEELREFLECTORIZED SIGN (16 GA)

WHITE SYMBOL (REFLECTIVE)

BLUE BACKGROUNDEQ. TO COLOR #15090 IN FEDERALSTANDARD 595B

80" MIN. IF ADJACENT TO

SEE SITE ACCESS SIGN DETAIL FORPOST MTD. INFO.

.

PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTINGLOCATE ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDINGOBJECTS OR STANDING WITHIN THE SWING OF A DOOR (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO WALLSPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THERIGHT).

(2013 CBC SECT. 1011.3) TACTILE EXIT SIGNAGEEACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORD, "EXIT"

1.

EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY ATACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:A. "EXIT STAIR DOWN"B. "EXIT RAMP DOWN"C. "EXIT STAIR UP"D. "EXIT RAMP UP"

2.

EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOREXIT BY MEANS OF AN EXIT ENCLOSURE THAT DOES NOT UTILIZE A STAIROR RAMP, OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILEEXIT SIGN WITH THE WORDS, "EXIT ROUTE"EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT ISREQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE".EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BYA TACTILE EXIT SIGN WITH THE WORDS "TO EXIT".LETTERS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASE CHARACTERS ANDARE ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AMINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. LETTERS ON SIGNS HAVE AWIDTH TO HEIGHT RATIO BETWEEN 3:5 (60 %) AND 1:1 (100 %) AND A STROKE WIDTHTO HEIGHT RATIO BETWEN 1:5 (20 %) AND 1:10 (10 %)CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH.CHARACTERS CONTRAST WITH THEIR BACKGROUNDS (LIGHT CHARACTERS ON A DARK BACKGROUND, ORDARK CHARACTERS ON A LIGHT BACKGROUND).

3.

4.

5.

DOOR TYPE:MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHERATTACHED PANEL OR BOTTOM RAIL.

HARDWARE:OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIALKNOWLEDGE OR EFFORT.OPENABLE BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRINGGRASPING).MOUNTED 34" TO 44" ABOVE THE FINISHED FLOORMAXIMUM 5LBS. EFFORT TO OPERATE EXTERIOR DOOR, 5LBS. FORINTERIOR.

34" TO 44"LEVER OR USHAPEDHANDLE

10" MIN.BOTTOM RAILOR PROVIDEKICK PLATERUBBERBUMPER ONWHEELCHAIR

1.

2.

3.

4.5.

9"

8"

EACH PARKING SPACE RESERVED FOR THE HANDICAPPED SHALL BE IDENTIFIED BY A PERMANENTLYAFFIXED REFLECTORIZED SIGN OF PORCELAIN ON STEEL, BEADED TEXTURE OR EQUAL

1.

SIGN SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (A WHITE FIGURE ON A BLUEBACKGROUND)

2.

THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN THE FEDERAL STANDARD 595B3.THE SIGN SHALL BE CENTERED AT THE INTERIOR END OF EACH PARKING SPACE AT A MIN. HEIGHT OF 'X'ABOVE FINISH GRADE OF THE PARKING SPACE

4.

EACH SPACE SHALL HAVE, IN ADDITION, A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY IN BLUE PAINT AT LEAST 3'-0" SQUARE

1.

A SIGN (NOT LESS THAN 17"X22" IN SIZE, WITH LETTERS NOT LESS THAN 1" IN HEIGHT, WITH A WIDTH TOHEIGHT RATION BETWEEN 3:5 AND 1:1) SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE AT EACH

2.

ENTRANCE TO THE OFF STREET PARKING FACILITY WHICH STATES THE FOLLOWING:

"UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BERECLAIMED AT OR BY TELEPHONING ."

CENTERLINE OF SIGN

'X'

X = 80" POST MOUNTEDX = 36" WALL MOUNTED

60" M

AX. T

O TH

E BAS

ELINE

OF T

HE H

IGHE

ST LI

NE O

F RAIS

ED

LETT

ERS

48" M

IN. TO

THE B

ASEL

INE O

F THE

BRA

ILLE C

ELLS9"

48" MIN.

48" M

IN.48"

3/4"1/4"

1/4"

48"

LESS

THAN

60"

48"

RETAINING CURB IF NECESSARYAT BACK OF SIDEWALK

SEE GROOVING

2 %

MAX.

10 %MAX. 8.33

%MA

X. FRONT EDGE OFSIDEWALK

PLAN

THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESEREGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.

A OR B

A OR B

GROOVED WARNING BORDER

+/-3/4" ON FLAT AREAS, 1-1/2" ONSLOPING AREAS

NOTE:

TOP OF RAMP

8.33 %MAX.

2 %MAX.

TOP OF RAMP

2 %MAX.8.33 %MAX.

RETAINING CURB IFNECESSARYSECTION A-A SECTION B-B SECTION C-C

2 %MAX.

RETAINING CURB IFNECESSARY

RETAINING CURB IF NECESSARYAT BACK OF SIDEWALK

8.33

%MA

X.

2 %

MAX.

C

C

SEE GROOVING

54" MIN.ADJACENT WALL

*WHERE THERE IS NO WALL SPACE TOTHE LATCH SIDE OF THE DOOR, PLACESIGN ON NEAREST ADJACENT WALL

(NOT TO SCALE)

MOUNT WALL SIGN ONWALL ADJACENT TOLATCH SIDE OF DOOR*

1/2" R. (TYP.)

ALL GENDER SYMBOL

MENS' SYMBOL

DOOR

TYP. AL

L SIDE

S

WOMENS' SYMBOL

1/4" THK. TRIANGLESUPERIMPOSED ONTOCIRCLE, BLUE #15090

58" M

IN. TO

60"

MAX

.

CL

CLEQEQ

DOOR SIGN:: SIZE: 12" EQUALATERAL TRIANGLE

PLASTIC LAMINATE FINISH: NON-GLARE COLOR FORMAT: WHITE FIGURE ON BLUE

FEDERAL STANDARD 599b. MOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPE

THICKNESS: 1/4" MATERIAL: MELAMINE MATERIAL: MELAMINE

BACKGROUND: THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN

WALL SIGNSHAPE: SQUARE MATERIAL: COLORED ACRYLIC PLASTIC

COLOR FORMAT: WHITE FIGURE ON BLUE SHALL BE EQUAL TO

MOUNTING: PLAQUES TO BE INSTALLED W/ DOUBLE BACK FOAM TAPE

FINISH: NON-GLARE

BACKGROUND: THE BLUE COLOR NO. 15090 IN FEDERAL STANDARD 599b.

12"

1/2" R. (TYP.)

12" DIA. X 1/4" THK. CIRCLE, BLUE #15090

1/2" R. (TYP.)

SEATS SHALL BE OF THE OPEN FRONT TYPE

PARKING SIGNAGE HT. SHALL BE60" ABOVE THE GROUND. WITHINTHE ACCESSIBLE ROUTE, THEMIN. 80" STANDARD FOR POSTMOUNTED SIGNAGE

ACCESSIBLE ROUTE,OTHERWISE 60"

4" BLUE OR WHITE HATCHED/DIAGONALLINES @ 3'-0" MAX.

1/32" RAISED COPYMEN

RAISED IMAGE/ BRAILLE PANEL

1/32" RAISED GRAPHICS

WOMEN'S SIGN SIM. ("WOMEN")

RAISED GRADE 2 BRAILLE

1/2" R., TYP.FOAM TAPE1/4" ACRYLIC BACKPLATE

MIN

6" MIN

5/8"

5'-0" MIN. AT TYPICAL ACCESSIBLEPARKING & 8'-0" MIN. AT VANACCESSIBLE PARKING

ON BUILDING WALL

9'-0"

* SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2 %SLOPE IN ANY DIRECTION

Date

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ACCESSIBILITY DETAILS

REVISIONS

1825

Sheet No

A5.1N.T.S.VAN ACCESSIBLE PARKING SIGN3

N.T.S.ACCESSIBLE SIGN6N.T.S.

ACCESSIBLE PARKING STALL7N.T.S.ACCESSIBLE PARKING SIGN8

N.T.S.SIGNAGE & PICTOGRAMS12N.T.S.

ACCESSIBILITY LOGO13 N.T.S.ACCESSIBLE SIGNAGE11

N.T.SCURB DETAIL2N.T.S.

TYP. BATHROOM ELEVATIONS4N.T.S.DOOR THRESHOLD5

N.T.S.TYP. ACCESSIBLE RAMP20 N.T.S.

ACCESSIBLE PARKING SIGN18 N.T.S.TACTILE EXIT SIGN16

N.T.S.DOOR KICK PLATE14

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TEL: (408) 316-6782



N.T.S.ACCESSIBLE BATHROOM, TYP.10

N.T.S.EMPLOYEE LOCKERS15

ACCESSIBLE BATHROOM SIGNAGE:

* PROVIDE ISA SIGN AT ACCESSIBLE LOCKER

PERMIT SET 05/06/19

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WITH FLAT WASHER

1/3 H

t.

WAT

ER H

EATE

R Ht.

1/3 H

t.1/3

Ht.

ELEVATION

SHEET METAL DRAIN PAN2" DEEP GALVANIZED

WITH 1" DRAIN LINETO MOP BASIN BELOW

#12 TEX SCREW

MTL. STUD

DRY WALL

6" Ht. COVED CURB

6"

AS REQUIRED BY UPC CHAPTER 5

SHALL BE MAINTAINED ABOVE THECONTROLS WITH THE STRAPPING.

DIMENSIONS. AT THE LOWER POINTA MIN. DISTANCE OF FOUR INCHES

WATER HEATER STRAPPING SHALLBE AT POINTS WITHIN THE UPPERONE-THIRD (1/3) AND LOWER ONE-

PER UPC SEC. 510.5.

THIRD (1/3) OF ITS VERTICAL

SECTION 304.4.AND MECHANICAL CODE

PLAN VIEW

3/4", 24 GA. MTL.STRAP LOOP 2 TIESW/ (4) #12 TEX. SCREW

4" MIN.- 6" MAX.

3/4", 24 GA. MTL.STRAP LOOP 2 TIESW/ (4) #12 TEX. SCREW

#12 TEX SCREWW/ FLAT WASHER

EXTEND DRYWALL FULL HEIGHTONE SIDE ONLY WHERE DRAFT STOPOCCURS.

SUSP. ACOUST. CLG. SYSTEM "DONN" DXOR EQ. (LA.R.R. # 22179) TYP. U.N.O.

METAL STUD W/ 5/8" DRYWALL@ BOTH SIDES (TAPED & SAND W/ SMOOTHFIN. U.N.O.) TYP.

PROVIDE ADDITIONAL FLANGE BRACING@ SPACING INDICATED IN SPAN TABLEWHERE DRYWALL IS NOT APPLIED.

CONT. TRACK (SAME GAUGE AS STUD) W/"HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINSAT 2'-8" O.C. W/ MIN. 1 7/8" EMBEDMENT(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.

SUSP. CLG. AT PARTITION (OPTION)

BASE TRACK AT SLAB

TOP TRACK

MET. STUD BRACING@ 48" O.C. ALTERNATE DIRECT.

MET STUD @ 16" O.C.W/ 5/8" DRYWALL BOTH SIDES (TAPED& SAND W/ SMOOTH FIN. U.N.O.) TYP.

3-# 10 SCREWS ATEA. CONNECT.

45°CONT. TRACK CHANNELW/ (2) NO. 10 X 3/4" S.M.S.EA. STUD TYP.

ROOF STRUCT.

"HILTI" DS 42 (.177"DIA) OR EQ. SHOT PINS2 EA PER. BRACING W/ MIN. 1 7/8" EMBEDMENT(I.C.B.O. # 2388, LA.R.R. # 2582) OR EQ. TYP.

6" M

IN.4"

MAX.

FULL HEIGHT JAMB STUDS.MEMBER SIZES AS REQ'D PERDESIGN.

6" LONG SECTION OF STUDATTACHED TO JAMBW/ (4)#10-16 SCREWS.

18ga. MIN. TRACK HEADERCONNECTION.

CAP OPENING SIDE OF JAMBW/ TRACK ATTACHEDW/ (1)#10-16 SCREW@ 16" O.C. IN EACH LEG.

(2) UNPUNCHED STUDS.MEMBER SIZESAS REQ'D PER DESIGN.

CRIPPLE STUDS

(1)#10-16 SCREWTYP. EACHFLANGE

(2)#10-16SCREWS @ 16"O.C.

CLIP ANGLE SIZE AS REQ'D PER DESIGN.EQ.

1/2"

1"1"

1/2"

GYP. BD.

1'-0" MAX.

REFER TO STRUCT. DWG.FOR FRAMING & CONNECTION

MTL. STUD

PARTITION AS SCHEDULED

5/8" GYP BD

5/8" GYP BD

DOOR AND FRAMEAS SCHEDULED

SHEATHINGINNER

TRACK

REQUIREDTHIS STUD

SHEATHINGIF INNER

IS INSTALLED1 ROW#12 SMS @ 16"oc

TRACK PIN, TYP

TRACK

OUTER SHEATHING

AT CORNER

SHEATHINGTYP

FASTENERS

AT INTERSECTION

TYP

#12 SMS @ 16"ocTYP OF 4 ROWS

METAL

SHEATHINGTYP

STUD

EQ.

Date

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DETAILS

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1806

Sheet No

A5.2N.T.S.WALL SECTION, TYP.1

N.T.S.SUSPENDED CEILING DETAIL15

N.T.S.SUSPENSION CEILING SYSTEM DIAGRAM5

N.T.S.SUSPENDED CEILING DETAIL12

USE BERC2 CLIP TO REDUCE CLOSURE

1. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.2. HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED.

THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL.

STRIP TO 7/8" THICK

SUSPENDED CEILING NOTES

3. THE WIDTH OF THE PERIMETER SUPPORTING ANGLE SHALL BE LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL SHALL HAVE A 0.75in. CLEARANCE FROM THEWALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.

4. CEILING AREAS EXCEEDING 1,000 SF SHALL HAVE HORIZONTAL RESTRAINT OF THE CEILING TO STRUCTURAL SYSTEM.5. CEILING AREAS EXCEEDING 2,500 SF SHALL HAVE A SEISMIC SEPARATION OR A FULL-HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS

NOT EXCEEDING 2,500 SF UNLESS STRUCTURAL ANALYSIS ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSER ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN ACCORDANCE WITH NOTE #3 AND HORIZONTALRESTRAINTS OR BRACING.

6. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOWFOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. ALTERNATELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH IN ALLHORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION.

7. PROVIDE POSITIVE CEILING BRACING AT ANY CHANGES IN CEILING ELEVATION.

8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE SUPPORTED INDEPENDENTLY OF THE CEILING.

N.T.S.WATER HEATER STRAP DETAIL13

TEL: (408) 316-6782



N.T.S.3 METAL STUD CORNER CONNECTION

N.T.S.8 METAL STUD DETAILN.T.S.7 DOOR HEAD-INTERIOR

PERMIT SET 05/06/19

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NOTICE OF ADMINISTRATIVE PLANNED DEVELOPMENT PERMIT