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].
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NOTICE OF ADMINISTRATIVE PLANNED DEVELOPMENT PERMIT
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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
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
376
1:WGS_1984_Web_Mercator_Auxiliary_Sphere
Feet
3760
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DETAIL, SECTION, PLAN,OR ELEVATION NUMBER
(OR NUMBER)SECTION LETTERDETAIL IS INDICATEDDRAWING NUMBER WHERE
ENLARGED DETAILINDICATES AREA OF
INDICATES DIRECTION
DIMENSION TO FINISH
REFERENCE NORTH
DETAIL REFERENCE
DIMENSION TO CENTER
DIMENSION TO FACE OF
DETAIL REFERENCE
SECTION REFERENCE
DETAIL NUMBER
DETAIL IS LOCATEDDRAWING NUMBER WHERE
OF DETAIL CUTDIRECTION OF VIEW
DETAIL NUMBER
CA
LLE
D N
OR
TH
TRUE NORTH
STUDS
(LINE)
SURFACE
DATE AND TYPE OF(SEE TITLE BLOCK FOR
REFERENCE (IN ELEVATIONOR SECTION VIEW)
REVISION)
REVISION SYMBOL
ELEVATION NUMBER
+0'-0"
1
OF ELEVATION VIEW
DRAWING NUMBER WHEREELEVATION IS LOCATED
REVISED PORTIONCLOUDING INDICATES
ELEVATION LEVEL
REFERENCEELEVATION VIEW
+0'-0"
TBD TO BE DETERMINED
SHT. VIN
GYPSUM WALL BOARD
GND. GROUND
GWBGYP.
GR. GRADE
GYPSUM
GALV.GA.
GB.GL.
GAUGEGALVANIZEDGRAB BARGLASS
VERTICALVESTIBULE
VERT.VEST.
UNLESS NOTED OTHERWISE
UNO.
UR. URINAL
ETR.
ELEC.ELEV.EMER.ENCL.
EQPT.
EWC.
EXST.EXPO.EXP.EXT.
FDN.
F.H.C.
FLASH.FLUOR.
FTG.FURR.FUT.
FE.
FX.FSFT.
F/CF/FF/S
FEC
FIN.FL.
FBFD
EP
EQ.
EA.E.J.EL.
FIRE EXTINGUISHERFIRE EXTINGUISHER
FIRE HOSE CABINET
FLASHINGFLUORESCENTFACE OF CONCRETEFACE OF FINISHFACE OF STUDS
SCOPE OF WORKGENERAL NOTES, LOCATION MAP, DRAWING INDEX, PLANNING DATA,1.0
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
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.
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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TEN
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IMPR
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MEN
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:
1725
S. B
ASC
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NU
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100
CAM
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L, C
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OR
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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
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
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
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.
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.
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
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
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
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
IGN
TE
AM
AN
D W
ER
E C
RE
ATE
D A
ND
DE
VE
LOP
ED
FO
R U
SE
ON
AN
D IN
CO
NN
EC
TIO
NW
ITH
TH
IS S
PE
CIF
IC P
RO
JEC
T.N
ON
E O
F S
UC
H D
ES
IGN
S A
ND
PLA
NS
SH
ALL
BE
US
ED
BY
OR
DIS
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SU
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D
TO A
NY
OTH
ER
PE
RS
ON
, CO
RP
OR
ATI
ON
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"
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
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
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-
- 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.
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.
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.
"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
Sheet Title
Checked
Job No
Scale
Drawn JC
JC
1
2
3
4
5
DETAILS
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
FM
R E
NG
INE
ER
S 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
IGN
TE
AM
AN
D W
ER
E C
RE
ATE
D A
ND
DE
VE
LOP
ED
FO
R U
SE
ON
AN
D IN
CO
NN
EC
TIO
NW
ITH
TH
IS S
PE
CIF
IC P
RO
JEC
T.N
ON
E O
F S
UC
H D
ES
IGN
S A
ND
PLA
NS
SH
ALL
BE
US
ED
BY
OR
DIS
CLO
SU
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D
TO A
NY
OTH
ER
PE
RS
ON
, CO
RP
OR
ATI
ON
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.