RANCHO SANTA MARGARITA, CALIFORNIA 92688 STORE #CA

Transcription

15974 N. 77th STREET
SUITE 100
SCOTTSDALE, AZ 85260
602.277.7877
SHEET INDEX
BUILDING SUMMARY
2013 CALIFORNIA BUILDING CODE
A0.1
REFERENCE SITE PLAN
2013 CALIFORNIA ELECTRICAL CODE
LS1.0
LIFE SAFETY / EXIT
A1.0
EXISTING/DEMO PLAN
A1.1
DIMENSIONED PLAN
A1.2
FLOOR PLAN
A1.3
DOOR SCHEDULE
A2.0
FINISH PLAN
A3.0
REFLECTED CEILING PLAN
A-2
A4.0
INTERIOR ELEVATIONS
EXISTING BUILDING (V-B)
A5.0
DETAILS
STORE #CA-1239
A6.0
WALL TYPES / DETAILS
A7.0
ENLARGED RESTROOM PLAN / ELEVATIONS
K1.0
KITCHEN EQUIPMENT PLAN & SCHEDULE
30451 AVENIDA DE LAS FLORES STE "E"
K1.1
KITCHEN ELEVATIONS
K1.2
KITCHEN / SEATING DETAILS
1 STORIES (PER TABLE 503)
9,500 (PER TABLE 503)
ADA1.0
1 STORY
RANCHO SANTA MARGARITA, CALIFORNIA 92688
1,779 SF (PER 2013 CBC TABLE 503)
YES (FULLY SPRINKLERED)
OCCUPANT LOAD AND EGRESS ANALYSIS
USE
ASSEMBLY
PROJECT DESCRIPTION
AREA
LOAD FACTOR
1,036 SF
1:15
OCCUPANTS
74
KITCHEN
472 SF
1:200
3
OTHER/OFFIC (BUSINESS)
179 SF
1:100
1
RESTROOMS
92 SF
-
1,779 SF
NOTE: LOAD FACTORS BASED ON 2013 CBC TABLE 1004.1.2
101
102
103
OCCUPANTS
= 32 INCHES
= 32 INCHES
= 32 INCHES
REQUIRED
FACTOR
78
.20
NUMBER OF EXITS (PER 2013 CBC TABLE 1021.1)
NOTE: MAXIMUM DISTANCE TO AN EXIT WITH SPRINKLER SYSTEM =
PLUMBING FIXTURE COUNT ANALYSIS
TOTAL SQ. FT. = 1,779 OCCUPANT LOAD FACTOR PER TABLE "A" 2013
CPC.
GROUP A2
GROUP B
TOTAL OCCUPANT LOAD = 78
FIXTURE COUNT BASED ON TOTAL 50 OCCUPANTS
MIMIMUM PLUMBING FACILITIES PER TABLE 422.1
TOTAL OCCUPANTS
WATER CLOSETS
FIXTURE PER
PERSON
MALE 50% OF 41 = 20.5 = 21
1: (1 - 50)
2: (51 - 150)
1: (151 - 300)
FEMALE 50% OF 41 = 20.5 = 21
1: (1 - 25)
2: (26 - 50)
3: (51 - 100)
4: (101 - 200)
URINALS
FIXTURE PER
PERSON
LAVATORIES
FIXTURE PER
PERSON
OTHER
FIXTURE PER
PERSON
1: (1 - 200)
1: (201 - 300)
1: (301 - 400)
1: (1 - 200)
1: (201 - 400)
1: (401 - 600)
1 SERVICE
SINK OR
LAUNDRY TRAY
1: (1 - 100)
2: (101 - 200)
4: (201 - 300)
5: (401 - 600)
PLUMBING FIXTURES PROVIDED:
WATER CLOSETS
URINALS
LAVATORIES
MALE
1
-
1
FEMALE
1
-
1
NOTE:
OTHER 1
EXCEPTION: 3a THE TOTAL NUMBER OF REQUIRED WATER CLOSETS FOR FEMALES SHALL BE NOT LESS
THAN THE TOTAL NUMBER OF REQUIRED WATER CLOSETS AND URINALS FOR MALES. THE REQUIREMENT
SHALL NOT APPLY WHEN SINGLE OCCUPANCY TOILE FACILITIES ARE PROVIDED FOR EACH SEX IN AN "A"
OR "E" OCCUPANCY WITH AN OCCUPANT LOAD OF LESS THAN 50. EITHER
a. THE REQUIRED URINAL SHALL BE PERMITTED TO BE OMITTED OR
b. IF INSTALLED, THE URINAL SHALL NOT REQUIRE A SECOND WATER CLOSET TO BE PROVIDED FOR THE
FEMALE.
SP1.4
SPECIFICATIONS
INSTALLATION OF NEW INTERIOR WALLS, DOORS AND MILLWORK
NEW TYPE 1 EXHAUST HOOD WITH FIRE PROTECTION
M1.0
MECHANICAL FLOOR PLAN & SCHEDULES
M2.0
MECHANICAL ROOF PLAN
M3.0
MECHANICAL DETAILS
M4.0
MECHANICAL SPECIFICATIONS
H1.0
HOOD DRAWINGS
H2.0
HOOD DRAWINGS
H3.0
HOOD DRAWINGS
H4.0
HOOD DRAWINGS
PROJECT TEAM
ARCHITECT:
MICHAEL FRIES
FM GROUP INC.
15974 N.77TH ST. SUITE 100
P: (480) 397.0046
F: (602) 277.8288
[email protected]
FM GROUP PROJECT MGR.
GLEN I ROSS
FM GROUP INC.
15974 N.77TH ST. SUITE 100
P: (480) 397.0005
F: (602) 277.8288
[email protected]
ELECTRICAL ENGINEER:
OMID ARDEBILI
ARDEBILI BORUM ENGINEERS
8100 E. INDIAN SCHOOL RD. STE. 205
SCOTTSDALE, AZ. 85251
P: (480).361-6269
F: (480).247-4993
[email protected]
MECHANICAL ENGINEER
ATTN: FAISAL HALIS
15974 N.77TH ST. SUITE 100
P: (480).397.0054
F: (480).277.8288
[email protected]
BUILDING DEPARTMENT:
BUILDING AND PLANNING DEPT.
22112 EL PASO
RANCHO SANTA MARGARITA, CA. 92688
P: (949) 635.1800
ACP
ACT
AL
ALUM
ARCH
AVG.
BLDG
BLKG
BR
CMU
CT
CFM
CL
CLG
CONC
CONT
CW
DTL
DF
DIA
DIM
DN
DR
DS
DWG
EA
ELEV
EXIST
or E.
EXT.
FDN
FIN
FD
FL
ACOUSTICAL CLG. PANEL
ACOUSTICAL CLG. TILE
ALUMINUM
ALUMINUM
ARCHITECTURAL
AVERAGE
BUILDING
BLOCKING
BRICK
CONCRETE BLOCK
CERAMIC TILE
CUBIC FEET PER MINUTE
CENTER LINE
CEILING
CONCRETE
CONTINUOUS
COLD WATER
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DOWN
DOOR
DOWNSPOUT
DRAWING
EACH
ELEVATION
EXISTING
EXTERIOR
FOUNDATION
FINISH
FLOOR DRAIN
FLOOR
FLASH. FLASHING
FURNISHED BY OWNER
FOIC
INSTALLED BY CONTRACTOR
FO
FINISH OPENING
FRP
FIBERGLASS
REINFORCED PANELS
FRT
FIRE RETARDANT TREATED
GA
GAUGE
GALV GALVANIZED
GL
GLASS
GWB
GYPSUM WALLBOARD
HDWE HARDWARE
HM
HOLLOW METAL
HOR
HORIZONTAL
HT
HEIGHT
HW
HOT WATER
HWT
HOT WATER TANK
LAV
LAVATORY
LT
LIGHT
MAT'L MATERIAL
MAX
MAXIMUM
MTL
METAL
MIN
MINIMUM
M.O.
MASONRY OPENING
MUL
MULLION
N/A
NOT APPLICABLE
NIC
NOT IN THIS CONTRACT
NO.
NUMBER
NOMINAL
NOM
NOT TO SCALE
NTS
ON CENTER
O.C.
OUTSIDE DIMENSION
OD
PAINT
PT
PLASTIC LAMINATE
P.LAM
PLUMBING DRAWINGS
P1.0
PLUMBING SPECIFICATIONS AND CALCS
P2.0
PLUMBING FLOOR PLAN
P3.0
PLUMBING RISER DIAGRAM
P4.0
PLUMBING DETAILS
P5.0
PLUMBING SPECIFICATIONS
ELECTRICAL DRAWINGS
ABBREVIATIONS
680 SF / 200 LOAD FACTOR = 3.4 (4)
SPECIFICATIONS
TITLE 24 COMPLIANCE
1,099 SF / 30 LOAD FACTOR = 36.6 (37)
OFFICE OR PUBLIC BUILDING (AREA ACCESSIBLE TO
THE PUBLIC
SP1.3
M0.2
LOAD FACTOR (SQ. FT.)
CONFERENCE ROOMS, DINING ROOMS, DRINKING
EXTABLISHMENTS, EXHIBIT ROOMS,GYMNASIUMS,
LOUNGES, STAGES, AND SIMILAR USES, INCLUDING
RESTAURANTS CLASSIFIED AS GROUP B
OCCUPANCIES
SPECIFICATIONS
INSTALL NEW KITCHEN EQUIPMENT
3
250 FT PER 2013 CBC TABLE 1016.2
SP1.2
TENANT BUILD-OUT OF RESTAURANT
96"
2
SPECIFICATIONS
TITLE 24 COMPLIANCE
PROVIDED
14.6"
SP1.1
M0.1
EXIT WIDTH ANALYSIS
EXIT AREAS
SPECIFICATIONS
USING EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING, ADDING REQUIRED SEE MPE DRAWINGS
FRANCHISE/OWNER INFORMATION:
JANE WABS
1742 TAYLOR LANE
PLACENTIA, CA. 92870
P:
78
SP1.0
MECHANICAL DRAWINGS
THE PROPOSED PROJECT INCLUDES:
GENERAL NOTES
0
ACCESSIBILITY REQUIREMENTS / DETAILS
DICKEY'S STORE # CA-1239
N/A
date
2013 CALIFORNIA GREEN BUILDING STANDARDS CODE
revision
2013 CALIFORNIA FIRE CODE
PLYWOOD
RISER, RADIUS
REINFORCING BAR
REFERENCE
REVISION
ROOM, ROOMS
ROUGH OPENING
STAIN AND VARNISH
SOLID CORE
SCHEDULE
SECTION
SHEET
SPECIFICATIONS
SQUARE FEET
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SHEET VINYL
STAINLESS STEEL
TELEPHONE
MOUNTING BOARD
TRENCH DRAIN
TD
THRESH THRESHOLD
TYPICAL
TYP
UNFINISHED
UNFIN
URINAL
UR
VINYL COMPOSITION
VCT
TILE
VERTICAL
VERT
VINYL SAFETY TILE
VST
WIDTH
W
WATER CLOSET
WC
WOOD
WD
WINDOW
WDW
WATERPROOF
WP
PLYWD
R
REBAR
REF
REV
RM. RMS
RO
S&V
SC
SCHED
SEC
SHT
SPECS
SF
ST
STOR
STRUCT
SUSP
SV
SS
TB
E0.0
TITLE 24 COMPLIANCE
E0.2
TITLE 24 COMPLIANCE
E0.2
TITLE 24 COMPLIANCE
E1.0
ELECTRICAL LIGHTING PLAN
E2.0
ELECTRICAL POWER FLOOR PLAN
E2.1
ELECTRICAL MECHANICAL POWER FLOOR PLAN
E3.0
ELECTRICAL ONE-LINE DIAGRAM
FM GROUP PROJECT NO. 16-047
2013 CALIFORNIA ENERGY CODE
30451 AVENIDA DE LAS FLORES SUITE "E"
COVER SHEET
SUBMITTAL
A0.0
0
2013 CALIFORNIA PLUMBING CODE
02.18.16
ARCHITECTURAL DRAWINGS
2013 CALIFORNIA MECHANICAL CODE
no.
BUILDING CODES
THIS DRAWING AND ITS CONTENTS ARE THE
COPYRIGHTED PROPERTY OF FM GROUP INC.
USE THEREOF IS LIMITED TO THE SPECIFIC
PROJECT AND SITE SET FORTH ABOVE, AND
MAY NOT BE OTHERWISE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN PERMISSION OF FM GROUP INC,
THE ARCHITECT. THIS DRAWING IS TO BE
RETURNED UPON REQUEST
SYMBOL LEGEND
X/X.X
INTERIOR/EXTERIOR
ELEVATIONS
X-X
X/X.X
X
DEFERRED SUBMITTALS
ALL DEFERRED SUBMITTALS SHALL BE SUBMITTED WITHIN 60 DAYS OF BUILDING PERMIT ISSUANCE. NO
WORK IS TO BE PERFORMED ON ANY DEFERRED SUBMITTALS UNTIL THEY HAVE BEEN REVIEWED,
APPROVED & ISSUED.
TITLE SHEET
FIRE ALARM / SPRINKLER SYSTEM DESIGN
EXTERIOR SIGNS
XXXXX
XXX
DEFERRED SUBMITTAL ITEMS SHALL BE DESIGNED BY AN CALIFORNIA REGISTRANT WITH LICENSE IN THAT
DISCIPLINE. PLANS SHALL BE SUBMITTED TO THE CITY OF RANCHO SANTA MARGARITA BUILDING AND
SAFETY DEPARTMENT FOR PERMITS BEFORE ANY FABRICATION OF THESE ITEMS OCCURS.
VICINITY MAP
N
A0.0
SUITE 100
602.277.7877
02.18.16
date
4
EXISTING ACCESSIBLE PARKING SPACES
WITH SIGNAGE TO REMAIN
5
PATH OF TRAVEL INDICATES!
INDICATES:
ACCESSIBLE PATH OF TRAVEL, SHALL BE
MINIMUM 48" WIDE FROM ARRIVAL POINT
TO MAIN ENTRANCE
NOTE:
ACCESSIBLE PATH OF TRAVEL; SHALL BE MINIMUM 48" WIDE FROM
ARRIVAL POINT TO THE MAIN ENTRANCE TO BE A BARRIER FREE
ACCESS ROUTE.
WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2"
AT LEAST 48" IN WIDTH.
CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF
TRAVEL IS LESS THAN 5%
SURFACE IS STABLE, FIRM AND SLIP RESISTANT.
FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, PROTRUDING
OBJECTS GREATER THAN 4" PROJECTION FROM WALL & ABOVE 27" AND
LESS THAN 80".
Dickey's
EXISTING SIDEWALKS TO REMAIN.
3
EXISTING LANDSCAPE AREAS
SUBMITTAL
2
0
EXISTING STRIPED PARKING NOT TO BE
CHANGED
no.
1
revision
SITE KEYNOTES
EXISTING SITE NO NEW WORK
FOR REFERECE ONLY
1
SITE PLAN
SCALE:
N.T.S.
N
SITE PLAN
A0.1
KEYED NOTES
SUITE 100
602.277.7877
DEMOLITION GENERAL NOTES
LEGEND
RADON / MOISTURE BARRIER NOTE:
THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. HE
SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND
SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH
THE PLANS IN RELATION TO THE EXISTING FIELD CONDITIONS OR ANY CONDITIONS REQUIRING
MODIFICATION BEFORE PROCEEDING WITH THE WORK. COMMENCEMENT OF WORK SHALL
CONSTITUTE ACCEPTANCE OF EXISTING CONDITIONS. GC TO BRING SALES AREA TO A "SHELL"
CONDITION" IN ORDER TO ACCEPT NEW FIXTURE LAYOUT AS PER NEW FIXTURE PLAN.
CONTRACTOR TO COORDINATE & REVIEW ALL CONSTRUCTION DOCUMENTS & DETERMINE THE
EXTENT OF DEMOLITION WORK & BECOME FAMILIAR WITH THEM THOROUGHLY BEFORE
PERFORMING ANY DEMOLITION WORK. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR WILL
BE DEEMED TO HAVE COMPLIED WITH THE FOREGOING TO HAVE ACCEPTED SUCH CONDITIONS AND
TO HAVE MADE ALLOWANCES THEREFORE IN PREPARING HIS BID.
6.
7.
EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, OR DETERMINED BY OWNER
TO REMAIN THE OWNER'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S
PROPERTY AND SHALL BE REMOVED FROM THE SITE. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.
DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. TRANSPORT DEMOLISHED
MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM TO ENSURE MINIMAL
INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED
FACILITIES. REMOVE & TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT
SURFACES AND AREAS.
8.
STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE WILL NOT BE PERMITTED.
9.
EXECUTE THE WORK IN A CAREFUL AND ORDERLY MANNER. COORDINATE ALL WORK WITH THE
LANDLORD/PROPERTY MANAGER TO VERIFY USE OF THE STORAGE ROOM, POWER, TEMPORARY
STORAGE, SITE ACCESS, HOURS OF WORK ETC..
TYP
10. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS WHICH AFFECT:
a. STRUCTURAL INTEGRITY OF ELEMENT
b. INTEGRITY OF WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS.
11. PROVIDE TEMPORARY BRACING AND SHORING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR
IMPOSED LOADS, AND TO PROTECT ALL PERSONS AND PROPERTY, AND TO ENSURE PROPER
ALIGNMENT. COMPLY WITH ALL STATE, O.S.H.A. AND LOCAL CODES. THE CONTRACTOR SHALL ASSUME
RESPONSIBILITY FOR PROVIDING ADEQUATE BRACING OF WALLS DURING DEMOLITION AND ERECTION TO
PREVENT DAMAGE DUE TO HIGH WINDS OR OTHER LATERAL LOADS AND CONSTRUCTION IMPACTS.
CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DAMAGE DUE TO HIS FAILURE TO TAKE SUCH
PRECAUTIONS.
12. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT
RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE
OR ADJACENT STRUCTURES DURING DEMOLITION.
13. REMOVE & REINSTALL ITEMS INDICATED; CLEAN, SERVICE, AND OTHERWISE PREPARE THEM FOR REUSE;
STORE AND PROTECT AGAINST DAMAGE. REINSTALL ITEMS IN LOCATIONS INDICATED.
14. THE CONTRACTOR SHALL PROTECT ALL UNALTERED PORTIONS OF THE EXISTING CONDITIONS, AS
NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING WORK AND WORK
BY OTHERS.
15. MAINTAIN EXISTING UTILITIES WHERE APPLICABLE TO REMAIN IN SERVICE AND PROTECT THEM AGAINST
DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. VERIFY THAT SERVICE IS NOT DISCONNECTED
IN OTHER TENANT SPACES DURING DEMOLITION.
16. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN DEMOLITION AND
REMOVAL OF EXISTING CONSTRUCTION, ON EXTERIOR SURFACES AND NEW CONSTRUCTION TO
ENSURE THAT NO WATER DAMAGE OCCURS TO STRUCTURE, EXTERIOR, OR INTERIOR AREAS. G.C.
TO PLACE WALK-OFF MATS AT EXITS TO CONTROL THE TRACKING OF DUST, DIRT AND DEBRIS INTO
LANDLORD'S COMMON AREAS.
17. PROTECT WALLS, ROOF, SIDEWALKS, AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN AND
ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS.
18. GENERAL CONTRACTOR TO REVIEW CONDITION OF CONCRETE SLABS (INTERIOR & EXTERIOR) TO BE
RE-USED WITH OWNER'S CONSTRUCTION MANAGER AFTER DEMOLITION OF EXISTING WALLS,
FLOORS, & CEILINGS IS COMPLETE. GENERAL CONTRACTOR TO REVIEW PATCH LOCATIONS &
COLOR FOR: TRENCHING LOCATIONS FOR NEW PLUMBING; NON-COMPLIANT CODE CONDITIONS; AND
SIGNIFICANT COSMETIC DEFECTS WITH OWNER'S CONSTRUCTION MANAGER.
COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION.
COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED,
SALVAGED, OR TO REMAIN THE OWNER'S PROPERTY.
6.
.
FIELD VERIFY ALL DIMENSIONS AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE
ARCHITECT. DO NOT SCALE DRAWINGS. ALL DIMENSIONS LOCATING WALLS ARE TAKEN FROM
OUTSIDE FACE OF EXISTING PARTITIONS OR SURFACE OF MASONRY UNLESS OTHERWISE
INDICATED.
AFTER PLUMBING ROUGH-INS ARE COMPLETE
G.C. TO POUR CONCRETE SLAB TO MATCH
THICKNESS OF EXISTING.ON GRADE W/#3
REINFORCING (NOT TO BE LESS THAN EXIST.)
@ 18" O.C. EA. WAY ON 6" COMPACTED
GRANULAR AGGREGATE SUB BASE MATERIAL.
SEE DETAIL 2/A1.0
02.18.16
5.
CONCRETE NOTE:
SUBMITTAL
PLANS SHOW GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE
CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING
MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS, INCLUDING THE PLUMBING,
MECHANICAL & ELECTRICAL DRAWINGS. WORK INCLUDES REMOVAL AND LEGAL DISPOSAL OF ALL
EXISTING CONSTRUCTION ITEMS THAT ARE NOT UTILIZED IN THE FINISHED PROJECT. REMOVE ALL
ITEMS SPECIFICALLY INDICATED IN THE DRAWINGS AND ITEMS WHICH ARE NECESSARY TO BE
REMOVED IN ORDER TO FACILITATE THE FINISHED PROJECT.
7.
EXISTING INTERIOR PARTITION
TO REMAIN
0
4.
4.
5.
EXISTING INTERIOR PARTITION
TO BE REMOVED
G.C. TO INSTALL RADON BARRIER MEMBRANE AT
ALL NEW CONCRETE LOCATIONS. MIN. OF 0.3mm
THICKNESS. BARRIER TO BE INSTALLED PER
MANUFACTURE INSTRUCTIONS AND PROVIDE
RADON AIR-TIGHTNESS AND MOISTURE SEAL.
date
3.
3.
SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT
MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE
STRUCTURE OR ADJACENT STRUCTURES DURING DEMOLITION AND NOTIFY ARCHITECT BEFORE
PROCEEDING. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING
FROM DEMOLITION ACTIVITIES.
EXISTING DEMISING WALL TO
REMAIN
revision
2.
2.
EXISTING STOREFRONT, WINDOWS, AND DOORS TO
REMAIN, G.C. TO VERIFY PROPER WORKING CONDITION
OF DOORS AND DOOR HARDWARE. G.C. TO INSPECT ALL
GLASS AND REPLACE ANY BROKEN OR CRACKED PANES.
LOCATION OF EXISTING ONE HOUR DEMISING WALL SEE
A6.0 FOR WALL TYPE AND DETAILS.
EXISTING EXTERIOR WALLS. REMOVE ANY UN-NEEDED
FINISHES ON INTERIOR SIDE AND PREPARE FOR NEW
WALL FINISH-SEE FINISH SCHEDULE AND WALL TYPES
EXISTING EXTERIOR LIGHTING TO REMAIN
LOCATION OF NEW ENTRY DOOR INSTALLED IN
STOREFRONT. REMOVE EXISTING WINDOW AND
REPLACE WITH LIKE DOOR AND ADJACENT SIDE
WINDOW.
REMOVE ALL FLOORING TO EXISTING CONCRETE. G.C.
TO INSPECT AND REPAIR ANY IMPERFECTIONS.
EXISTING CONCRETE FLOOR TO REMAIN. SAWCUT FOR
ADDITIONAL TRENCHING FOR UNDERGROUND UTILITIES.
NEW CONCRETE POURED AFTER ALL NEW
CONNECTIONS ARE COMPLETE AND INSPECTED.
MOISTURE/RADON BARRIER INSTALLED AS REQUIRED.
SEE RADON/MOISTURE NOT THIS SHEET.
no.
1.
1.
TYP
19. ANY EXISTING FINISHED SURFACES TO REMAIN THAT ARE AFFECTED BY SELECTIVE DEMOLITION
SHALL BE PATCHED TO MATCH EXISTING ADJACENT SURFACES UNLESS CONCEALED BY NEW
CONSTRUCTION
20. WHERE NEW WORK ADJOINS EXISTING WORK, THE CONTRACTOR SHALL DO ALL NECESSARY
CUTTING, PATCHING AND FITTING. JUNCTURES OF NEW AND EXISTING OR OTHER WORK SHALL BE
REPAIRED AND PATCHED TO MATCH ADJACENT EXISTING SURFACES. EXISTING WALLS REQUIRING
MODIFICATION OF ANY KIND SHALL BE REFINISHED TO THE NEAREST OUTSIDE OR INSIDE CORNER.
21. DISCONNECT AND REMOVE AND/OR CAP ALL EXISTING UTILITIES (ELECTRIC, GAS, WATER, SANITARY
& STORM) WHERE SCHEDULED NOT TO BE REUSED, IN ACCORDANCE WITH CITY AND GOVERNING
CODE AND UTILITY COMPANY REQUIREMENTS.
22. PROVIDE TEMPORARY LIGHTING/POWER AS REQUIRED, DURING AND AFTER DEMOLITION FOR ALL
AREAS WITHIN LIMITS OF THIS CONTRACT. SUCH SERVICE SHALL BE TAKEN FROM EXISTING PANEL
BOARDS, AND EXISTING EQUIPMENT MAY BE UTILIZED WHERE FEASIBLE.
23. ALL EXISTING CONDUIT AND WIRE INTERFERING WITH THE NEW WORK SHALL BE REROUTED
CONCEALED IN THE NEW CONSTRUCTION, UNLESS NOTED OTHERWISE.
24.
ALL UNUSED CONDUIT AND WIRE REMOVED SHALL BE REMOVED COMPLETELY BACK TO SOURCE, AND
BRANCH OVER-CURRENT PROTECTIVE DEVICES PROPERLY LABELED "SPARE".
25.
UPON COMPLETION OF THE NEW INSTALLATION WORK, DISCONNECT, REMOVE, AND PROPERLY DISPOSE
OF ALL TEMPORARY LIGHTING, POWER, AND WIRING.
26.
PROVIDE PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY DETAILED, OF EXISTING CONDITIONS OF
ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE
CAUSED BY DEMOLITION OPERATIONS.
27.
CLEAN ALL HORIZONTAL SURFACES OF ACCUMULATED DUST AND DEBRIS. SWEEP THE BUILDING BROOM
CLEAN ON COMPLETION OF DEMOLITION OPERATION.
28.
SHOULD THE CONTRACTOR ENCOUNTER SUSPICIOUS MATERIAL OR BECOME AWARE OF THE PRESENCE
OFASBESTOS CONTAINING MATERIALS, THEN THE CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER OF
SUCH CONDITIONS. THE CONTRACTOR SHALL NOT PROCEED WITH WORK IN THESE AREAS UNTIL OWNER
HAS RETAINED A QUALIFIED SPECIALIST CONTRACTOR TO VALIDATE, ABATE, ENCAPSULATE OR
OTHERWISE ADDRESS THE ASBESTOS-CONTAINING MATERIALS AND WARRANT TO THE CONTRACTOR
THAT THE WORK CAN PROCEED IN FULL COMPLIANCE WITH APPLICABLE LAWS AND REGULATIONS.
29. MODIFY EXISTING FIRE SPRINKLER AS REQUIRED BY NEW CONSTRUCTION AND DESIGN BY TENANT G.C.
SPRINKLER DESIGN TO BE DESIGN BUILD UNDER SEPARATE PERMIT. SPRINKLER CONTRACTOR TO
PROVIDE DRAWINGS TO LOCAL JURISDICTION AS REQUIRED FOR SPRINKLER PERMIT. G.C. TO
COORDINATE WITH LANDLORD APPROVED SPRINKLER CONTRACTOR IN REGARDS TO DESIGN,
PERMITTING AND INSTALLATION. ALL SPRINKLER MODIFICATION/INSTALL WORK WILL BE UNDER A
SEPARATE PERMIT SUBMITTAL.
30. G.C. TO COORDINATE FIRE ALARM SYSTEM MODIFICATION WITH LANDLORD PREFERRED FIRE ALARM
CONTRACTOR PER NEW FLOOR PLAN. ALL FIRE ALARM MODIFICATION/INSTALL WORK TO BE UNDER
SEPARATE PERMIT.
31. G.C. SHALL COORDINATE WORK WITH MALL MANAGER TO INSURE MINIMAL DISRUPTION TO MALL
OPERATIONS AND ADJACENT TENANTS.
32. G.C. TO REUSE ANY EXISTING IMPROVEMENTS, EQUIPMENT AND UTILITY SYSTEMS, PROVIDED THEY
ACKNOWLEDGE RESPONSIBILITY FOR THE REPAIR, REPLACEMENT OR UPGRADE OF SUCH IF DETERMINED
TO BE NON COMPLAINT WITH LATEST CODE, NOT DESIGNED OR APPLICABLE FOR PROPOSED
APPLICATION, DAMAGED OR NON OPERATIONAL.
33. DURING DEMO FIRE SPRINKLER SYSTEM MUST BE BLANKED OFF PRIOR TO COMMENCING DEMOLITION
EXISTING FLOOR
PLAN &
MINOR DEMO
TYP
EXISTING/DEMO FLOOR PLAN
1 SCALE:
N
TYP
34. HAUL DEBRIS AWAY DAILY, DEBRIS MUST NOT BE STORED IN THE SPACE
A1.0
4.
5.
6.
7.
8.
9.
10.
11.
12.
1
A1.1
DIMENSIONED FLOOR PLAN
N
13.
1/4" = 1'-0"
14.
15.
16.
17.
SUBMITTAL
02.18.16
SUITE 100
602.277.7877
3.
2.
ALL DIMENSIONS OF NEW WALLS ARE FROM FACE OF STUD, UNLESS
OTHERWISE NOTED.
ALL GYPSUM BOARD USED SHALL BE 5/8" TYPE 'X' FIRE TAPED. DEMISING
PARTITIONS SHALL BE OF FIRECODE "X" SHEETROCK, TAPED AND SEALED
TO DECK ABOVE.
ALL PLYWOOD, PLYWOOD BACKING, PARTICLE BOARD, WOOD BLOCKING,
AND FRAMING USED SHALL BE FIRE RETARDANT & STAMPED
NON-COMBUSTIBLE.
PLACE AND FINISH ALL NEW MATERIALS SO AS TO PROVIDE A SMOOTH &
INTEGRAL TRANSITION TO EXISTING FINISHES & MATERIALS.
PROVIDE ADDITIONAL FRAMING/BRACING FOR ALL WALL MOUNTED
EQUIPMENT. CHECK CUTSHEETS OF ALL EQUIPMENT PRIOR TO
INSTALLATION.
GENERAL CONTRACTOR TO PROVIDE REQUIRED FIRE EXTINGUISHER(S)
PER CODE.
FIRE SPRINKLERS: ADDITIONS & MODIFICATIONS AS REQUIRED BY CODE
AND NFPA PAMPHLET #13. SPRINKLER HEADS CENTERED WITHIN CEILING
BOARD. SPRINKLER HEADS AT GYPSUM BOARD CEILINGS MUST BE FULLY
RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH
ADJACENT SURFACE. CENTER SPRINKLER HEADS IN CEILING-WHERE
APPLICABLE. ANY MODIFICATIONS TO BE DONE BY LANDLORD'S SPECIFIED
SPRINKLER CONTRACTOR. ALL COSTS FOR SPRINKLER RE-LOCATION TO
CONFORM WITH FIT OUT DESIGN ARE PROVIDED BY TENANT. - WHEN
APPLICABLE.
SEE MECHANICAL AND ELECTRICAL SHEETS FOR ALL FIXTURE
SPECIFICATIONS, WIRING, AND POWER REQUIREMENTS. - VERIFY WITH EQ
SHEETS.
NEWLY INSTALLED OR RELOCATED DOORS MUST HAVE LEVER TYPE
HARDWARE OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST
OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING,
PINCHING OR TWISTING TO OPERATE, PER WAC 51.20.3103 (A) AND (C).
ALL DOORS TO PROVIDE 32" MIN. CLEAR OPENING WHEN OPENED TO 90
DEGREE POSITION.
FLOORS IN FOOD PREPARATION AREA, DISH WASHING AREA, SERVICE
AREA, JANITORIAL AREA, STORAGE AREA, AND ANY AREA WHERE FOR
EQUIPMENT IS PLACED SHALL BE SMOOTH, EASILY CLEANABLE, WASHABLE,
DURABLE, AND OF COMMERCIAL GRADE MATERIAL AND SHALL HAVE A
MINIMUM 3/8" RADIUS INTEGRAL COVE BASE EXTENDING AT LEAST 4" UP
THE WALL. GROUT SPACING FOR TILE SHALL NOT EXCEED 1/4" AND SHALL
BE SEALED.
GC TO CONTACT FM GROUP FOR ADDITIONAL INFORMATION PRIOR TO
BIDING CABINETS. CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR
APPROVAL.
TENANT'S GC TO COMPLETE SITE VISIT AND VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS - GC TO REVIEW TENANT'S LEASE DURING BID
PROCESS TO DETERMINE RESPONSIBILITIES.
FLOOR SINKS SHALL BE INSTALLED FLUSH WITH THE FLOOR SURFACE AND
BE LOCATED SO AS TO BE READILY ACCESSIBLE FOR CLEANING AND
REPAIR.
SUPPORT WIRING FOR LAY-IN CEILING SHALL NOT BE ATTACHED TO ANY OF
THE LANDLORD'S MECH, ELEC, PLUMB, OR FIRE PROTECTION PIPING OR
EQUIPMENT.
ALL EXITS SHALL BE OPERABLE FROM INTERIOR OF BUILDING WITHOUT
THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
ALL EXTERIOR WALLS AND RESTROOM WALLS TO BE INSULATED.
1.
0
date
revision
no.
GENERAL NOTES
RE: WALL TYPES
6/A6.0
NEW WALLS/ WALL INFILL
NEW PARTIAL HEIGHT WALLS
DIMENSION PLAN
NEW DEMISING WALLS TO REMAIN
EXISTING WALLS TO REMAIN
NEW COOLER/FREEZER WALLS
A1.1
4
CORNER GUARDS; RE: 4/A5.0 SEE KITCHEN ELEVATIONS
5
HANDICAP ACCESSIBLE SIGN; RE: LS1.0
6
FIRE EXTINGUISHER (K-TYPE WITHIN 30 FEET OF HOOD SYSTEM WHERE
APPLICABLE)
7
EXHAUST HOOD; RE: MECHANICAL
8
TACTILE 'EXIT ROUTE' SIGN, VERIFY FINAL LOCATION AND
WORDING WITH FIRE MARSHAL PRIOR TO INSTALLATION
9
OCCUPANCY LOAD SIGN, VERIFY LOCATION WITH FIRE MARSHALL PRIOR
TO INSTALLATION
10
NEW WASTE RECEPTACLE;
11
NEW MILLWORK; RE: 3/A5.0
12
NEW BEVERAGE BAR; RE
13
STEEL REINFORCING POST; RE: 1/A6.0
14
G.C. TO VERIFY THE COOLER DIMENSIONS TO ENSURE PROPER
INSTALLATION OF THE COOLER
15
NEW BEVERAGE DISPENSER
16
LOCATION OF CO2 TANKS
17
EXISTING REAR ENTRY DOOR. SEE DOOR SCHEDULE FOR HARDWARE
18
LOCATION OF NEW WATER HEATER
19
NEW BEVERAGE COOLER
20
LOW WALL
21
NEW STOREFRONT DOOR AND SIDE WINDOW SEE DOOR SCHEDULE
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
2
A1.2
FLOOR PLAN
1/4" = 1'-0"
15.
N
16.
17.
ALL DIMENSIONS OF NEW WALLS ARE FROM FACE OF STUD, UNLESS
OTHERWISE NOTED.
ALL GYPSUM BOARD USED SHALL BE 5/8" TYPE 'X' FIRE TAPED. DEMISING
PARTITIONS SHALL BE OF FIRECODE "X" SHEETROCK, TAPED AND SEALED
TO DECK ABOVE.
ALL PLYWOOD, PLYWOOD BACKING, PARTICLE BOARD, WOOD BLOCKING,
AND FRAMING USED SHALL BE FIRE RETARDANT & STAMPED
NON-COMBUSTIBLE.
PLACE AND FINISH ALL NEW MATERIALS SO AS TO PROVIDE A SMOOTH &
INTEGRAL TRANSITION TO EXISTING FINISHES & MATERIALS.
PROVIDE ADDITIONAL FRAMING/BRACING FOR ALL WALL MOUNTED
EQUIPMENT. CHECK CUTSHEETS OF ALL EQUIPMENT PRIOR TO
INSTALLATION.
GENERAL CONTRACTOR TO PROVIDE REQUIRED FIRE EXTINGUISHER(S)
PER CODE.
FIRE SPRINKLERS: ADDITIONS & MODIFICATIONS AS REQUIRED BY CODE
AND NFPA PAMPHLET #13. SPRINKLER HEADS CENTERED WITHIN CEILING
BOARD. SPRINKLER HEADS AT GYPSUM BOARD CEILINGS MUST BE FULLY
RECESSED AND COVERED WITH METAL PLATES FINISHED TO MATCH
ADJACENT SURFACE. CENTER SPRINKLER HEADS IN CEILING-WHERE
APPLICABLE. ANY MODIFICATIONS TO BE DONE BY LANDLORD'S SPECIFIED
SPRINKLER CONTRACTOR. ALL COSTS FOR SPRINKLER RE-LOCATION TO
CONFORM WITH FIT OUT DESIGN ARE PROVIDED BY TENANT. - WHEN
APPLICABLE.
SEE MECHANICAL AND ELECTRICAL SHEETS FOR ALL FIXTURE
SPECIFICATIONS, WIRING, AND POWER REQUIREMENTS. - VERIFY WITH EQ
SHEETS.
NEWLY INSTALLED OR RELOCATED DOORS MUST HAVE LEVER TYPE
HARDWARE OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST
OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING,
PINCHING OR TWISTING TO OPERATE, PER WAC 51.20.3103 (A) AND (C).
ALL DOORS TO PROVIDE 32" MIN. CLEAR OPENING WHEN OPENED TO 90
DEGREE POSITION.
FLOORS IN FOOD PREPARATION AREA, DISH WASHING AREA, SERVICE
AREA, JANITORIAL AREA, STORAGE AREA, AND ANY AREA WHERE FOR
EQUIPMENT IS PLACED SHALL BE SMOOTH, EASILY CLEANABLE, WASHABLE,
DURABLE, AND OF COMMERCIAL GRADE MATERIAL AND SHALL HAVE A
MINIMUM 3/8" RADIUS INTEGRAL COVE BASE EXTENDING AT LEAST 4" UP
THE WALL. GROUT SPACING FOR TILE SHALL NOT EXCEED 1/4" AND SHALL
BE SEALED.
GC TO CONTACT FM GROUP FOR ADDITIONAL INFORMATION PRIOR TO
BIDING CABINETS. CONTRACTOR SHOULD SUBMIT SHOP DRAWINGS FOR
APPROVAL.
TENANT'S GC TO COMPLETE SITE VISIT AND VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS - GC TO REVIEW TENANT'S LEASE DURING BID
PROCESS TO DETERMINE RESPONSIBILITIES.
FLOOR SINKS SHALL BE INSTALLED FLUSH WITH THE FLOOR SURFACE AND
BE LOCATED SO AS TO BE READILY ACCESSIBLE FOR CLEANING AND
REPAIR.
SUPPORT WIRING FOR LAY-IN CEILING SHALL NOT BE ATTACHED TO ANY OF
THE LANDLORD'S MECH, ELEC, PLUMB, OR FIRE PROTECTION PIPING OR
EQUIPMENT.
ALL EXITS SHALL BE OPERABLE FROM INTERIOR OF BUILDING WITHOUT
THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
ALL EXTERIOR WALLS AND RESTROOM WALLS TO BE INSULATED.
no.
GENERAL NOTES
1.
SUITE 100
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LOCATION OF ELECTRICAL PANELS
3
NEW FIRE LOG AND MERCHANDISE ACCENT. GC TO COORDINATE
LOCATION
SUBMITTAL
2
0
EXISTING STOREFRONT, WINDOWS, AND DOORS TO REMAIN
date
1
02.18.16
NOTE: NOT ALL KEYNOTES MAY
BE USED
revision
KEYED NOTES
RE: WALL TYPES
6/A6.0
NEW WALLS/ WALL INFILL
FLOOR PLAN
NEW PARTIAL HEIGHT WALLS
NEW DEMISING WALLS TO REMAIN
EXISTING WALLS TO REMAIN
NEW COOLER/FREEZER WALLS
A1.2
SUITE 100
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NOTE:
DOOR HARDWARE AT ALL EGRESS DOORS TO BE READILY OPENED
FROM THE EGRESS SIDE, WITHOUT THE USE OF KEY, SPECIAL
KNOWLEDGE, OR EFFORT. CBC 2013,1008.1.9 SEE "PANIC
HARDWARE"
DOOR SCHEDULE
C
XXX
BUILDING AND FACILITY ENTRANCES THAT ARE
ACCESSIBLE TO AND USABLE BY PERSONS WITH
DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF
ONE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND
WITH ADDITIONAL DIRECTIONAL SIGNS, UTILIZING THE
SYMBOL, AT JUNCTIONS WHERE THE ACCESSIBLE
ROUTE OF TRAVEL DIVERGES FROM THE REGULAR
PATH, TO BE VISIBLE TO PERSONS ALONG
APPROACHING CIRCULATION PATHS.
REAR ENTRY (NEW)
3'-0"
7'-0"
1-3/4"
A
ALUM/GLASS
ALUM.
YES
SIGN POSTED (DOORS TO REMAIN UNLOCKED WHEN BUILDING IS
OCCUPIED) . TEMPERED GLASS, NOTE #4, #5, #6, #7
102
SIDE ENTRY (EXISTING)
3'-0"
7'-0"
1-3/4"
A
ALUM/GLASS
ALUM.
YES
103
FRONT ENTRY (EXISTING)
3'-0"
7'-0"
1-3/4"
A
ALUM/GLASS
ALUM.
YES
105
UNISEX RESTROOM
3'-0"
7'-0"
1-3/4"
D
WD. GLASS
H.M.
YES
NOTES 1,2,3,6,7 (GLASS TO BE FROSTED)
106
UNISEX RESTROOM
3'-0"
7'-0"
1-3/4"
D
WD. GLASS
H.M.
YES
NOTES 1,2,3,6,7 (GLASS TO BE FROSTED)
NOTE:1
NOTE:2
NOTE:3
NOTE:4
NOTE:5
NOTE:6
NOTE 7
ALL INTERIOR DOORS WHITE RIFT OAK WITH CLEAR FINISH.
ALL H.M. FRAMES TO BE TIMELY
ALL LOCKSETS TO BE SCHLAGE CYLINDRICAL LOCKSETS - SPARTA SATIN CHROME FINISH.
EXISTING DOORS TO BE INSPECTED BY G.C TO ENSURE PROPER WORKING AND LOCKING ORDER.
ACCESSIBILITY AND EXIT SIGNAGE POSTED AT ENTRY DOOR
THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. PROVIDE
STAINLESS STEEL KICKPLATE.
AUTOMATIC DOOR CLOSURE INSTALLED, CLOSURE TO PROVIDE 3 SECONDS FOR DOOR TO CLOSE
NOTE:
DOOR HARDWARE AT ALL EGRESS DOORS TO BE READILY OPENED FROM THE
EGRESS SIDE, WITHOUT THE USE OF KEY, SPECIAL KNOWLEDGE, OR EFFORT.
CBC 1008.1.9 SEE PANIC HARDWARE INSTALLATION NOTE BELOW
DOOR.
02.18.16
CONTRACTOR TO VERIFY EXISTING CONDITION
MEET OR EXCEED CURRENT CBC 2013 CODES ) ALL
101
date
EXIT DOORS MUST BE ABLE TO OPEN FROM THE INSIDE WITHOUT THE USE
OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. SEE EXCEPTION FOR
ALLOWING KEY-LOCKING HARDWARE ON THE MAIN EXIT OF GROUP B, F, M
AND S OCCUPANCIES. SURFACE-MOUNTED FLUSH OR SURFACE BOLTS ARE
PROHIBITED. AUTOMATIC FLUSH BOLTS ARE ALLOWED ON PAIRS OF
DOORS, PROVIDED THE DOOR WITH THE FLUSH BOLT HAS NO KNOBS OR
SURFACE-MOUNTED HARDWARE AND THE UNLATCHING OF ANY LEAF
REQUIRES ONLY A SINGLE OPERATION. (CBC 1003.3.1.8)
SUBMITTAL
0
no.
1. DOORS AND FRAMES TO BE FINISHED PER SCHEDULE, U.N.0.
2. DOOR CLOSERS ARE TO BE ADJUSTED TO COMPLY WITH THE FOLLOWING REQUIREMENTS:
A. MAXIMUM EFFORT TO OPERATE DOORS (PUSH AND PULL) SHALL NOT EXCEED 5 POUNDS.
B. SWEEP PERIOD OF THE CLOSER MUST BE ADJUSTED AND MAINTAINED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO
MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR.
3. HAND ACTIVATED DOOR OPENING HARDWARE, DOOR HANDLES, LOCKS, AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX. OF 44" A.F.F., AND
BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE OR EQUIVALENT HARDWARE.
4. EVERY REQUIRED EXIT DOORWAY, WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL, SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT
LESS THAN 3' IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. (TO COMPLY WITH 2013 CBC)
5. REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WIDTH, WITH THE DOOR AT 90 DEG. TO THE CLOSED POSITION. PROVIDE PANIC HARDWARE.
PROVIDE SIGN ABOVE DOOR FRAME. "THIS DOOR MUST REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." SEE 'DOOR SCHEDULE NOTES' #2, #3
6. LOCKS AND LATCHES SHALL RELEASE WITH ONE OPERATION FROM EGRESS SIDE. EXTERIOR DOORS SHALL OPEN OUTWARD AND BE SELF CLOSING AND TIGHT FITTING.
REPLACE WEATHER STRIPPING AND THRESHOLDS AS REQUIRED.Z
7. VERIFY KEYING REQUIREMENTS WITH OWNER.
8. AT MAIN FLOOR EXIT/ENTRY DOORS PROVIDE SIGN ABOVE DOOR FRAME. "THIS DOOR MUST REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED." SEE 'DOOR SCHEDULE
NOTES' #2, #3 & #4.
9. ALL EXIT DOORS FROM AN ASSEMBLY (A) OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK, UNLESS IT IS PANIC HARDWARE. IBC 1008.1.10. THIS CORRECTION
APPLIES TO TENANT IMPROVEMENT DOORS, AND THE COMMON EXIT RATED CORRIDOR EXIST DOOR.
10. GC TO COORDINATE W/LANDLORD TO MATCH EXISTING FINISHES
11. VERIFY CONDITION OF EXISTING HARDWARE AND THRESHOLDS. REPLACE AS REQUIRED FOR CODE COMPLIANCE.
12. GC TO VERIFY THAT EXISTING GLAZING IS CODE COMPLIANT.
13. NEW OR EXISTING DOOR FACES AND FRAMES THAT FACE ON THE PUBLIC AREA TO BE PAINTED P-1. NEW OR EXISTING DOOR FACES AND FRAMES THAT FACE ON BACK OF
HOUSE AREAS TO BE PAINTED P-2. RE: SHEET A2.0 FINISH SCHEDULE FOR PAINT COLOR DETAILS.
14.. GC TO VERIFY THAT CODE COMPLIANT PANIC BARS ARE IN PLACE AND FULLY OPERATIONAL ON EXTERIOR EGRESS DOORS.
revision
DOOR SCHEDULE GENERAL NOTES:
DOOR SCHEDULE
STUD GAUGE SCHEDULE
DOOR WINDOW LEGEND
A1.3
MANUF.
MATERIAL DESCRIPTION
FINISH
SUITE 100
602.277.7877
TAG
REMARKS
FLOOR
F-1
36"X36" LVT DKY-102
F-3
6" RED QUARRY TILE
CONTACT: BRIAN ADCOCK 214.234.0511
[email protected]
RED SURTREAD
KITCHEN
1"X4" RECLAIMED WOOD BASE
PAINTED BLACK
ALL DINING ROOM, LOW WALLS AND
HALLWAY WALLS
B-3
EMSER
6"x6" TILE BASE
WHITE
RESTROOMS
WAINSCOT AND WALLS
P-1
BEHR PREMIUM
PLUS
FLAT BLACK PAINT
MODEL #130001, #ECC-10-2 JET BLACK
ZERO VOC FLAT INTERIOR PAINT
HALLWAY WALLS, WITHOUT GRAPHICS
P-2
KILZ
ORIGINAL OIL BASED
WHITE FLAT / MATTE PRIMER
DO NOT USE PRIMERS MARKED LOW VOC
DO NOT USE PRIMERS WITH A GLOSS
SHEEN
PRIMERS TO BE USED ON ALL DINING
ROOM, HALLWAY AND RESTROOM WALLS
TO RECEIVE WALL GRAPHICS
P-3
BEHR PREMIUM
PLUS
ULTRA PURE WHITE #2450
EGGSHELL FINISH
ALL DINING ROOM, AND HALLWAY WALLS,
FOR FUTURE CONCEPT
WP-1
RECLAIMED
WOOD
RECLAIMED WOOD SLATS
SPECS AND SUPPLIER TBA
HALLWAY WALLS
FRP-1
QUALSERV
BEVBAR FRP
PANELS
CUSTOM PRINTED-DICKEY'S BBQ PANEL
THREE PANEL AT BEVBAR
FRP-2
MARLITE
FIBERGLASS REINFORCED PANEL
MARLITE FRP #P100 (WHITE) PEBBLED
TEXTURE
GC TO PROVIDE ALL NECESSARY AND
REQUIRED TRIM AND ACCESSORIES
CT-1
EMSER TILE
AREA GLOSSY WHITE 4.25x10
W82AREAWH0410
BOH / RESTROOM SUBWAY TILE
[email protected]
THIN BRICK
GENERAL SHALE PEPPERMILL
AROUND MERCHANDISING RACK
CT-2
WAINSCOT AND WALLS
T-1
1 1/2"
3M
SCOTCHAL TRANSLUCENT FILM
3630-22
BLACK OPAQUE
1
GC TO VERIFY EXISTING THRESHOLDS MEET ADA REQUIREMENTS.
PROVIDE NEW OR MODIFY AS REQUIRED FOR COMPLIANCE.
1
RE: WALL TYPES; 6/A6.0 FOR PLACEMENT OF CEMENTITIOUS BACKER
BOARD AT ALL QUARRY TILE BASE INSTALLATIONS
2
RE: FINISH SCHEDULE FOR APPLIED FINISHES.
3
GC SHALL FIELD VERIFY THE EXACT EXISTING SPACE CONDITIONS,
DIMENSIONS, AND COLUMN SPACING PRIOR TO CONSTRUCTION AND
INFORM ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND
BETWEEN DRAWINGS AND SITE CONDITIONS. ANY CHANGES OR REWORK
DUE TO UNREPORTED DIFFERENCES SHALL BE AT GC'S EXPENSE.
4
RE: PLUMBING PLANS FOR ALL FLOOR DRAIN, FLOOR SINK, AND TRENCH
DRAIN LOCATIONS.
2 MIL.
PRESSURE SENSITIVE
WOOD BASE
GC CHOICE
B-2
02.18.16
KITCHEN
SUBMITTAL
RED SURTREAD
0
4" QUARRY TILE BASE
revision
DAL-TILE
no.
B-1
date
BASE
1 1/2"
6" QUARRY TILE
7.25"X40" LVT DKY-102
1
A2.0
FINISH FLOOR PLAN
1/4" = 1'-0"
N
FINISH FLOOR
PLAN
A2.0
MATERIAL
DESCRIPTION
FINISH
NEW 15/16" GRID
SYSTEM W/ 2'x4'
CEILING TILES
BLACK GRID AND TILES
REMARKS
NEW FLUORESCENT FIXTURE (2x4 or 2x2)
CEILING TILES ON EXISTING CEILING GRID
C-1X
EXISTING FLUORESCENT FIXTURE (2x4 or 2x2)
C-1X
EXISTING
EXISTING 15/16"
GRID SYSTEM W/
2'x4' CEILING TILES
EXISTING GRID AND
TILES PAINTED BLACK
EXISTING CEILING TILES TO REMAIN;
PATCH AND REPAIR AS REQUIRED
C-2
RE: SPECS
NEW 15/16" GRID
SYSTEM W/ 2'x4'
CEILING TILES
WHITE GRID AND TILES
FISSURED
C-2X
EXISTING
EXISTING 15/16"
GRID SYSTEM W/
2'x4' CEILING TILES
EXISTING CEILING TILES TO REMAIN;
PATCH AND REPAIR AS REQUIRED
C-3
RE: SPECS
NEW VINYL CLAD
GYP BOARD, 2'x4'
NON-PERFORATED,
LAY-IN W/ HEAVY
DUTY 'T' BAR GRID
SMOOTH AND WASHABLE
EXISTING VINYL
EXISTING WHITE TILES
CLAD GYP BOARD, ON EXISTING WHITE GRID
2'x4'
NON-PERFORATED,
LAY-IN W/ EXISTING
HEAVY DUTY 'T'
BAR GRID
SMOOTH AND WASHABLE TILES;
REPAIR GRID AS REQUIRED
NEW GYPSUM BOARD CEILING C-4
C-3X
EXISTING
NEW SURFACE MOUNTED FIXTURE
EXISTING SURFACE MOUNTED FIXTURE
NEW TRACK LIGHT MOUNTED TO CEILING
EXISTING TRACK LIGHT MOUNTED TO CEILING
EMERGENCY LIGHT
02.18.16
NEW SMOOTH/WASHABLE CEILING TILES ON NEW
CEILING GRID C-3
FISSURED
EXTERIOR EMERGENCY LIGHT
C-4
RE: SPECS
NEW 5/8" GYPSUM
BOARD
PAINTED
WHITE
C-4X
EXISTING
EXISTING 5/8"
GYPSUM BOARD
PAINTED WHITE
EXISTING CEILING TO REMAIN; PATCH
AND REPAIR AS REQUIRED
C-5
RE: SPECS
OPEN STRUCTURE
SHERWIN WILLIAMS SW
#6258 TRICORN BLACK
DRYFALL FINISH
EXIT SIGN, CONFIRM LOCATION REQUIREMENTS WITH FIRE MARSHAL
no.
NEW DIFFUSER; RE: MECHANICAL DRAWINGS
SUBMITTAL
RE: SPECS
0
C-1
date
MANUF.
SUITE 100
602.277.7877
FIXTURE LEGEND
FINISH SCHEDULE
revision
CEILING LEGEND
ORDER HERE
ARROW LIGHT
RETURN AIR GRILL
TYP.
B.O. SOFFIT
6'-5" AFF
RELOCATED RETURN AIR GRILL; RE: MECHANICAL DRAWINGS
TYP.
TYP.
NEW EXHAUST GRILL; RE: MECHANICAL DRAWINGS
EXISTING EXHAUST GRILL TO REMAIN
TYP.
NEW KITCHEN EXHAUST GRILL; RE: MECHANICAL DRAWINGS
NEW RETURN AIR GRILL; RE: MECHANICAL DRAWINGS
RELOCATED DIFFUSER; RE: MECHANICAL DRAWINGS
EXISTING DIFFUSER TO REMAIN
EXISTING KITCHEN EXHAUST GRILL TO REMAIN
B.O. SOFFIT
6'-5" AFF
KEYED NOTES
TYP.
TYP.
NOTE: NOT ALL KEYNOTES MAY
BE USED
1
NEW EXHAUST HOOD; RE: MECHANICAL DRAWINGS
2
NEW CEILING GRID; RE: 9/A5.0
3
NEW DIFFUSER; RE: MECHANICAL DRAWINGS
4
NEW RETURN GRILL; RE: MECHANICAL DRAWINGS
5
LENS IN KITCHEN FIXTURE TO BE SHATTER-RESISTANT; RE:
ELECTRICAL DRAWINGS. REPLACE OR ADD FIXTURES AS REQUIRED.
6
CEILINGS IN THIS AREA TO BE PAINTED: SEE FINISH SCHEDULE (THIS
SHEET) FOR CEILING TYPES
7
NEW RESTROOM EXHAUST
8
EMERGENCY LIGHTING
9
NEW TRACK LIGHTING SEE ELECTRICAL
10
EXIT LIGHTING SEE ELECTRICAL
11
EXISTING 2x2 CEILING AND GRID TO BE REUSED, REPAIR AS
REQUIRED AND PAINT.
12
EXISTING EXTERIOR LIGHTING
GENERAL NOTES
1
REFLECTED CEILING PLAN
SCALE:
1/4"=1'-0"
N
1
ALL RECESSED FIXTURE TRIMS TO BE PAINTED TO MATCH ADJACENT
CEILING.
2
ALL A/C GRILLS, SPEAKERS, ETC. TO BE PAINTED TO MATCH ADJACENT
CEILING.
3
RE: ELECTRICAL DRAWINGS FOR ALL LIGHT FIXTURES.
4
PATCH AND REPAIR ALL EXISTING CEILINGS THAT ARE TO REMAIN AS
REQUIRED.
REFLECTED
CEILING PLAN
A3.0
SUITE 100
602.277.7877
KEYED NOTES
1
EXISTING STOREFRONT, WINDOWS, AND DOORS TO REMAIN, DOOR TO BE
OUT-SWING. G.C. TO VERIFY AND CHANGE IF REQUIRED
2.
FIRE LOG AND MERCHANDISING ACCENT PIECE
3
1
2"
SQUARE WIRE MESH WELDED TO HINGED FRAME WITH
OPERABLE LOCK
4
NOT USED
5
HANDICAP ACCESSIBLE SIGN; RE: LS1.0
6
MENU BOARD PROVIDED BY OWNER, INSTALLED BY GC
2
XXX RE: FLOOR PLAN AND SCHEDULES SHEET A1.1 FOR DOOR
SCHEDULE.
RE: FINISH FLOOR PLAN SHEET A2.0 FOR FINISH LEGEND.
3
A4.0
INTERIOR ELEVATIONS
3/8" = 1'-0"
INTERIOR ELEVATIONS
3/8" = 1'-0"
2
A4.0
3/8" = 1'-0"
4
A4.0
INTERIOR ELEVATIONS
no.
4
A4.0
SUBMITTAL
3
3/8" = 1'-0"
0
INTERIOR ELEVATIONS
02.18.16
RE: KITCHEN EQUIPMENT PLAN SHEET K1.0 FOR EQUIPMENT SCHEDULE.
revision
5
A4.0
1
date
GENERAL NOTES
INTERIOR ELEVATIONS
3/8" = 1'-0"
INTERIOR
ELEVATIONS
1
A4.0
INTERIOR ELEVATIONS
3/8" = 1'-0"
A4.0
NOTE:
" SUSPENDED CEILINGS ARE SUBJECT
TO PERIODIC SPECIAL INSPECTIONS
DURING THE ANCHORAGE OF THE
SUSPENDED CEILING SYSTEM".
NOTE:
PROPOSED USG SUSPENDED CEILING IS UNDER ICC ES REPORT
NUMBER ESR-1222.
VERTICAL HANGER WIRE ATTACHMENT
SIMPSON SDS25134
WOOD SCREW
SUSPENDED CEILING SEISMIC SUPPORT SYSTEM :
FOR ALL NEW SUSPENDED CEILING SYSTEMS THE FOLLOWING
CONDITIONS SHALL BE FULFILLED PER BLD'G CODE:
FROM THE PLANE OF THE CEILING. THE VERTICAL STRUT, FASTENED TO
THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE
STRUCTURAL MEMBERS ABOVE AND CEILING GRID BELOW. THESE
STRUTS SHALL BE PLACED 12'-0" ON CENTER IN BOTH DIRECTIONS WITH
THE FIRST POINT WITHIN 6 FEET FROM EA. WALL ATTACHMENT OF THE
RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR
THE LOAD IMPOSED.
LOCAL BUILDING
AUTHORITY MUST
APPROVE USE OF
BERC 2 SYSTEM
BERC2
TILE
GROUT
MIN. 3/4" AT
UNATTACHED WALLS
SCALE:
9
A5.0
SINGLE HANGER WIRES OK
UP TO 1/6 OUT OF PLUMB.
COUNTER SLOPING WIRES
REQUIRED WHEN GREATER
6 MAX. SLOPE THAN 1/6 OUT OF PLUMB
FROM VERT.
VERTICAL
1
HANGER WIRE
ATTACHED WALL MOLDING REQUIREMENTS
WALL
WALL
SPREADER BAR OR
OTHER SUITABLE
SYSTEM REQUIRED
TO KEEP PERIMETER
COMPONENTS FROM
SPREADING APART
MIN. 3/4"
AT UNATTACHED
WALLS
ALTERNATE BERC 2 DETAILS
1'-0" = 1'-0"
12 GA WIRE WITH MIN. OF 3
TIGHT TURNS TOP &
BOTTOM
ATTACHED WALL MOLDING REQUIREMENTS
BERC2
NOTE: BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE
ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF ATTACHMENT OF
CEILING GRID TO LESS THAN 0.25 INCH FOR THE LOADS PRESCRIBED IN SECTION 13.3.1.
VCT/TILE TRANSITION
CONNECTION TO STRUCTURE
ABOVE
NOTE: STRUCTURAL ANALYSES OF THE CEILING BRACING SYSTEM FOR THE
PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM
PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE
TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT.
NOTE: ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1 INCH
OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED
TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION.
SUSPENDED CEILING SEISMIC SUPPORT DETAIL
SCALE:
N.T.S.
2"X6" STL. SQUARE TUBE FRAME UNITS. EACH
ADJACENT UNIT WELDED TO NEXT UNIT AT
EACH HORIZONAL.
1'-7 1/2"
2'-9"
2'-7"
1'-7 1/2"
3'-4"
1'-10 1/2"
8
A5.0
1'-3"
1" THICK
STAINED,
SEALED WOOD
PLANK SHELF
8'-5 1/2"
1'-6"
1'-3"
1'-6"
1'-6 1/2"
1'-6 1/2"
4'-6"
4'-6"
PLYWOOD-PAINT
PT101. MOUNT
ANGLE TOP &
BOTTOM. MOUNT
6" HICKORY LOGS
TO PLYWOOD
FRP-1
2'-8 1/2"
FRP
4'-0"
2'-10"
5'-6"
2'-5"
2'-5"
T.O. BUCKET SHELF
1'-6"
1'-6"
2"X6" STL.
SQUARE
TUBE FRAME
1
2"
1'-6"
2'-5"
8'-5 1/2"
4'-6"
ANGLE IRON
DOOR W/1/2"
MESH PANEL
ATTACHED
W/HINGES
WELDED TO
FRAME
2'-5"
4'-6"
2'-5"
2'-5"
4'-6"
1'-6"
2"X6" STL.
SQUARE
TUBE FRAME
1'-6 1/2"
1'-5 1/2"
1'-6 1/2"
1'-6 1/2"
1'-6 1/2"
1'-6 1/2"
2'-6 1/2"
VINYL COMPOSITION TILE,
RE: A2.0 FOR LOCATION
OPTIONAL BERC 2 DETAIL - ATTACHED
OBSTRUCTION-COUNTER SLOPING WIRES AND
TRAPEZE CONDITION
OPTIONAL BERC 2 DETAIL - UNATTACHED
6
A5.0
STEEL STRAP 1" WIDE X 2" LONG X 12
GAGE MINIMUM
3 TURNS
SPLAYED SEISMIC BRACING WIRE
MAIN RUNNER
HORZ.
02.09.16
2"
SIMPSON SDS25134
WOOD SCREW
ROOF STRUCTURE
SUBMITTAL
2"
SPLAYED SEISMIC BRACING WIRE ATTACHMENT
B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM.
MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO
ADJACENT WALLS WITH CLEARANCE BETWEEN WALL AND RUNNERS
MAINTAINED AT THE OTHER TWO (2) WALLS.
CROSS RUNNER
C. DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS SHALL
BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES THAT
1. LIGHTING FIXTURES WEIGHING LESS THAN 56 lbs. SHALL HAVE, IN ADDITION TO THE
MAY OCCUR.
REQUIREMENTS. TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE
HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.
NOTE:
2. LIGHTING FIXTURES WEIGHING 56 lbs. OR MORE SHALL BE SUPPORTED DIRECTLY
SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E & F COMPLY
FROM THE STRUCTURE ABOVE BY APPROVED HANGERS.
WITH ASCE 7-10 SECTION 13.5.6.2.1 AS FOLLOWS:
a. ALL CEILINGS SHALL USE A HEAVY DUTY T-BAR GRID SYSTEM.
GENERAL NOTES FOR STANDARD CEILING SYSTEMS:
b. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL
INSTALLATION OF SUSPENDED CEILINGS TO ADEQUATELY ACCOMMODATE THE
BE NOT LESS THAN 2 INCHES.
APPLICABLE SEISMIC DESIGN FORCES FOR COMPLIANCE WITH CBC SECTION 808 & 1613
c. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE
& ASCE/SEI 7-10 SECTION 13.5.6:
CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE.
CEILING INSTALLATION SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
d.
THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 34"
1. CISCA 0-2 (CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION) AND
CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO
ASCE/SEI 7-10 SECTION 13.5.6.2.1 FOR SEISMIC DESIGN CATEGORY "D" STRUCTURES;
SLIDE ON A CLOSURE ANGLE OR A LISTED ASSEMBLY.
INSTALL PER ARMSTRONG INSTALLATION SPECS.
e.
CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZE TRIM
FIELD VERIFY ALL CONDITIONS AND DIMENSIONS.
RINGS FOR SPRINKLERS AND OTHER CEILING PENETRATIONS.
CEILING SPLAY WIRE MIN. 6" CLEAR OF SUSPENDED DUCTWORK AND EQUIPMENT.
UL WALL TYPE U419
SCHLUTER-RENO RAMP
(AERP-125-B90) OR
EQUIVALENT
VERTICAL HANGER WIRE
0
PIPE STRUT @ 12'-0" O.C.
E.W. SEE SCHEDULE FOR
SIZE
3 TURNS
date
BOLT TYP @ EA. END
(4) #12 Ga. WIRES @ EA. PIPE
STRUT SECURED TO MIN.
RUNNER WITHIN 2" OF CROSS
RUNNER INTERSECTION
CEILING CLIP
A. FOUR No. 12 GAUGE WIRES SHALL BE SECURED TO THE MAIN RUNNERS
WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED
FLATTEN PIPE ENDS DRILL
5/8"
MAX.
ROOF STRUCTURE
revision
PIPE STRUT SCHEDULE
(H) HEIGHT-FT. PIPE STRUT SIZE
L 2x2x1/8" @ EA. PIPE STRUT
SUITE 100
602.277.7877
NOTE:
T-BAR CEILING ASSEMBLY MUST COMPLY WITH THE FOLLOWING:
CBC 803.9.1.1
UBC STANDARD 25-2 AND 25.212.1.
NOTE:
CONTRACTOR IS TO INDICATE ON THE FLOOR THE PRECISE FIXTURE
LAYOUT PRIOR TO INSTALLATION OF THE LIGHTS TO INSURE PROPER
ALIGNMENT
no.
"C" CLAMP (HEAVY DUTY)
W/LOCKNUT @ EA. JOIST
ROOF/FLOOR FRAMING
FIRE LOG MERCHADISING ACCENT PIECE
SCALE:
1/2" = 1'-0"
1'-7"
2'-6"
1'-7"
5'-4"
B-3
4'-0"
121"
18 GA. STAINLESS
STEEL TRIM WITH
POLISHED OUTSIDE
1/4" RADIUS ON
TOP CORNERS
121"
18 GA. STAINLESS STEEL
TRIM WITH POLISHED
OUTSIDE
(B) FRONT VIEW
WALL
GYPSUM BOARD
1
1 2"
1
4'-0"
CT-1
1 2"
WALL FRAMING
END
B-1
3
A5.0
OFFICE MILLWORK DETAIL
SCALE:
3/4" = 1'-0"
B-1
2
A5.0
SCHLUTER STRIPS
SCALE:
3" = 1'-0"
B-3
DETAILS
BEVERAGE BAR
A5.0
CORNER
NOTE:
PROVIDE AT ALL
EXPOSED CORNER OR
EXPOSED WALL
CONDITION.
1
A5.0
SCALE:
1/2" = 1'-0"
SUITE 100
602.277.7877
02.18.16
7
A6.0
EXISTING
WALL TYPES
SCALE:
no.
revision
SLIP TRACK DETAIL
SUBMITTAL
WALL LEDGER DETAIL
0
date
UL WALL TYPE U420
1/2" = 1'-0"
WALL TYPES
DETAILS
6
A6.0
TYP. SNEEZE GAURD
SCALE:
3/8" = 1'-0"
5
A6.0
DINING
WALL FINISHES
SCALE:
1" = 1'-0"
4
A6.0
NOT USED
SCALE:
3" = 1'-0"
3
A6.0
SECTION AT P.O.S.
SCALE:
1" = 1'-0"
2
A6.0
SECTION @COUNTER
SCALE:
1" = 1'-0"
1
A6.0
SUPPORT POST DETAIL
SCALE:
3" = 1'-0"
A6.0
MANUFACTURER
NUMBER
MODEL
FINISH
DESCRIPTION
REMARKS
1.
KIMBERLY CLARK
2
92145
GRAY / BLACK
LIQUID SOAP DISPENSER
OR EQUAL
BOBRICK
2
B-5806 x 18
STAINLESS STEEL CONCEALED
MOUNTING FLANGE
18" ADA GRAB BARS
OR EQUAL
BOBRICK
2
B-5806 x 36
MOUNTING FLANGE
36" ADA GRAB BARS
OR EQUAL
BOBRICK
2
B-5806 x 42
MOUNTING FLANGE
42" ADA GRAB BARS
OR EQUAL
BRADLEY
2
CUSTOM
BLACK IRON
PAPER TOWEL HOLDER
SURFACE MOUNTED, OR EQUAL
BRADLEY
2
CUSTOM
BLACK IRON
SURFACE MOUNTED TISSUE HOLDER
OR EQUAL
BRADLEY
2
780-01836
SATIN STAINLESS STEEL FRAME
WALL MOUNT
OR EQUAL
-----
-----
-----
-----
ADA UNDER-COUNTER PLUMBING GUARD
COORDINATE WITH SINK MANUFACTURER
BABY CHANGER
2
KB-200SS
KOALA BABY CHANGER
WALL MOUNTED
OR EQUAL
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY
FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET
FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED IN THIS SECTION.
2.
3.
4.
CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.
6.
WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE
FOLLOWING:
A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE
SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.
DOOR MOUNTED
SIGNAGE
RESTROOM ELEVATION
SCALE:
8
A7.1
1/2" = 1'-0"
RESTROOM ELEVATION
SCALE:
1/2" = 1'-0"
7
A7.1
RESTROOM ELEVATION
SCALE:
1/2" = 1'-0"
1
LIQUID SOAP DISPENSER;
2
HANDICAP ACCESSIBLE WATER CLOSET
3
TOILET PAPER HOLDER
2
RE: FINISH FLOOR PLAN SHEET A2.0 FOR FINISHES.
4
SANITARY SEAT COVER DISPENSER
3
PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING AT ALL WALL-MOUNTED
EQUIPMENT AND RESTROOM FIXTURES
5
36" HORIZONTAL GRAB BAR
GB-36
4
SEE ADA1.0 FOR ACCESSORY MOUNTING HEIGHTS.
6
42" HORIZONTAL GRAB BAR
GB-42
7
18" VERTICAL GRAB BAR
GB-18
8
HANDICAP ACCESSIBLE SINK; RE 5/A7.0
9
WALL MOUNTED TOWEL DISPENSER
10
NEW URINAL
11
WALL MOUNTED ACCESSIBILITY SIGNAGE
12
DOOR MOUNTED ACCESSIBILITY SIGNAGE SEE DOOR SYMBOLS THIS
SHEET.
13
WALL MOUNTED MIRROR
6
A7.1
TP-1
TD-1
WM-1
GC SHALL FIELD VERIFY THE EXACT EXISTING SPACE CONDITIONS, DIMENSIONS,
AND COLUMN SPACING PRIOR TO CONSTRUCTION AND INFORM ARCHITECT
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND SITE
CONDITIONS. ANY CHANGES OR REWORK DUE TO UNREPORTED DIFFERENCES
SHALL BE AT GC'S EXPENSE.
1
WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS
SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO
THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE,
INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL,
PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO
THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A
PERSON MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING
OBJECTS OR STANDING WITHIN THE SWING OF A DOOR.
RESTROOM KEYED NOTES
8.
GENERAL NOTES
HEIGHT OF LETTERING
5/8" MIN. TO 2" MAX.
CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE
SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10"
ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A
MINIMUM OF 1/40" ABOVE THE BACKGROUND.
02.18.16
C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT
VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER
DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT.
7.
3/8" MIN. SPACING FROM BRAILLE
TO ANY TACTILE CHARACTER OR
RAISED SURFACE
date
B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH.
SUBMITTAL
RAISED 1/32"
UPPERCASE
LETTERING
9
A7.1
CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING
DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN
UPPER CASE. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR
PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE, THE MINIMUM CHARACTER HEIGHT
SHALL BE 3".
5.
3'-0"x7'-0" REST ROOM DOOR
WITH PUSH/ PULL PLATES
CORRESPONDING
GRADE ll
BRAILLE
LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5
AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10.
0
60" AFF
2" MIN. TYP
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE
BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B.
revision
ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4 INCH
THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD AND AT THE WOMEN'S
FACILITIES A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER, WHERE A UNISEX RESTROOM IS
PROVIDED A COMBINED CIRCLE AND TRIANGLE SIGN SHALL BE USED AS SHOWN BELOW. THESE
GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES FROM THE
FINISH FLOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE
COLOR AND CONTRAST OF THE WALL. ALSO ON THE WALL ADJACENT TO STRIKE SIDE OF DOOR,
MOUNT A GRADE 2 BRAILLE SIGN WITH LETTERING/BRAILLE SYMBOLS RAISED 1/32", 5/8" - 2" HIGH AT
HEIGHT OF 60 INCHES.
SIGNS & IDENTIFICATION
no.
SYMBOL DESCRIPTION
WALL MOUNTED SIGNAGE TO BE
LOCATED ON LATCH SIDE OF DOOR,
CLEAR OF DOOR-SWING. MOUNT AT
60" TO CENTERLINE OF SIGN FROM
FLOOR.
SUITE 100
602.277.7877
TOILET ROOM ACCESSORIES
RESTROOM DOOR SYMBOLS
RESTROOM ELEVATION
SCALE:
1/2" = 1'-0"
RESTROOM
DETAILS &
ELEVATIONS
5
A7.1
RESTROOM ELEVATION
SCALE:
1/2" = 1'-0"
4
A7.1
RESTROOM ELEVATION
SCALE:
1/2" = 1'-0"
3
A7.1
RESTROOM ELEVATION
SCALE:
1/2" = 1'-0"
2
A7.1
RESTROOM ELEVATION
SCALE:
1/2" = 1'-0"
1
A7.0
ENLARGED RESTROOM PLAN
SCALE:
3/8" = 1'-0"
A7.0
SUITE 100
602.277.7877
PULL STATION
14" MIN. PROJECTION FROM
WALL URINAL
TWO STATION WALL MOUNT
WATER COOLERS
27"
31 5/16"
12 1/2"
2'-3"
32 7/8"
8 1/16"
6"
8" MIN. DEPTH x 30" MIN.
WIDTH KNEE SPACE
6" MAX. DEPTH x 30" MIN. WIDTH TOE
CLEARANCE
CONTROLS MOUNTED ON
WIDE SIDE OF TOILET AREA
38 3/8"
36" MIN.
48" MAX.
40" MAX.
44" MAX.
17" MAX.
6"
40" MAX. TO
HIGHEST OPERABLE
PART
6"
3'-3" MIN.
3'-5" MAX.
34" MAX.
29" MIN.
27" MIN.
9" MIN.
8"
19"
6" MAX. DEPTH x 30" MIN.
WIDTH TOE CLEARANCE
SWITCHES
8" MIN. DEPTH x 30" MIN.
WIDTH KNEE SPACE
THERMOSTAT
date
3/4"
DRYER
PAPER TOWEL DISPENSER
17"
FLOOR SHALL BE
SLIP-RESISTANT SURFACE
AND LEVEL WITH MAX 1/4"
CHANGE IN LEVEL
.06 STAINLESS STEEL, 1/16" RADIUS CORNERS DIE-CUT
W/BURR SIDE DOWN. EMBOSSED TEXT RAISED MIN. 1/32"
EMBOSSED DOMED GRADE 2 BRAILLE MIN. 1/40". EPOXY
POWDER COATED BLUE BACKGROUND W/ WHITE COPY.
FIRE ALARM
12"
SCALE
13
MOUNTING:
30"
30"
(3) TAMPER RESISTANT SCREWS & VHB 3M
ADHESIVE.
LOCATE CENTERED HORIZONTALLY ON THE
SANITARY FACILITY DOOR AT A HEIGHT OF 60
INCHES A.F.F. MEASURED TO CENTER OF
THE SYMBOL.
RESTROOM SIGNS
SCALE
4"
EXIT BRAILLE SIGNAGE
no.
.04 STAINLESS STEEL, 1/16"
RADIUS CORNERS DIE-CUT
W/BURR SIDE DOWN.
EMBOSSED TEXT RAISED MIN.
1/32" EMBOSSED DOMED
GRADE 2 BRAILLE MIN. 1/40".
EPOXY POWDER COATED
BLUE BACKGROUND W/ WHITE
COPY.
.04 STAINLESS STEEL,
1/16" RADIUS CORNERS
DIE-CUT W/BURR SIDE
DOWN. EMBOSSED TEXT
RAISED MIN. 1/32"
EMBOSSED DOMED
GRADE 2 BRAILLE MIN.
1/40". EPOXY POWDER
COATED BLUE
BACKGROUND W/ WHITE
COPY.
SCALE
N.T.S.
4'-4" MIN.
SIGN TYPE D - EXIT ID.
1'-6" MAX.
1'-4" MIN.
MOUNTING:
(4) TAMPER RESISTANT
SCREWS & VHB 3M ADHESIVE.
EXIT SIGNS
12
N.T.S.
SIGN TYPE D - EXIT ROUTE ID.
MOUNTING:
(4) TAMPER RESISTANT
SCREWS & VHB 3M ADHESIVE.
3'-10"
MOUNTING:
9"
MIN.
34" MAX.
54" MAX.
SIGN TYPE A - TITLE 24 WOMEN
,25" ALUMINUM W/ EPOXY POWDER COATED
BLUE BACKGROUND W/ WHITE GRAPHICS.
12" MAX.
1"
1"
EQ
24" MAX.
MOUNTING:
(4) TAMPER RESISTANT SCREWS & VHB 3M ADHESIVE.
LOCATE ON WAL ADJACENT TO THE LATCH SIDE O THE
DOOR, 48 INCHES MIN. A.F.F. FROM THE LOWEST POINT OF
BRAILLE AND 60 INCHES MAX. A.F.F. FROM HIGHEST LINE OF
RAISED CHARCTERS.
6" MAX.
4"
SCALE
10
N.T.S.
NOT USED
3
24"
6"
60"
SLIP RESISTANT SURFACE (MEDIUM
BROOM FINISH)
1/8"x2" BENT PLATE WELDED TO RAIL
AND1/8"x3" DIAMETER MOUNTING
PLATE @ 4'-0"
SCALE
N.T.S.
8
EXT. DOOR REQUIREMENTS
SCALE
3/4" =1'-0"
7
GRAB BAR
SCALE
1/4" MAX.
1
SCALE
3/4"=1'-0"
5
10" MIN.
SMOOTH, UNINTERRUPTED,
DURABLE SURFACE
BOTTOM RAIL OF DOOR
1/2" MAXIMUM
SEE DETAIL
30" TO 44"
DOOR HANDLE, SEE HARDWARE
NOTES
CHANGES IN BEVEL OF 1/4" HIGH MIN. AND 1/2" HIGH MAX.
SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.
CBC-303.3
ACCESSIBLE LAVATORY
MIN. 60 DEGREE SLOPE
ACCESSIBLE ENTRANCE SIGN TYP. AT ALL ACCESSIBLE
ENTRANCES. REFER TO DOOR
SCHEDULE AND NOTES
2
6
3" = 1'-0"
IF A DOOR HAS A CLOSER, THEN
THE SWEEP PERIOD OF THE
CLOSER SHALL BE ADJUSTED SO
THAT FROM AN OPEN POSITION
OF 70 DEGREES, THE DOOR WILL
TAKE AT LEAST 3 SECONDS TO
MOVE TO A POINT 3" FROM THE
LATCH, MEASURED TO THE
LEADING EDGE OF THE DOOR.
9"
1/4" TO 1/64"
48" MIN.
2"x6" BLOCKING AT WOOD STUD WALLS
(OMIT BLOCKING AT MASONRY OR
CONC. WALL) - TYPICAL
NOTE: EXTERIOR DOOR PRESSURE CANNOT EXCEED 8.5
LBS., INTERIOR DOOR PRESSURE CANNOT EXCEED 5 LBS.
US
DI
A
R
CLEAR
FLOOR
SPACE
6"
MIN.
60"
CROSS SLOPE 1:50 OR 2% MAX.
7'-6"
STANDARD TOILET LAYOUT
2- 1/4"x3' EXPANSION ANCHORS AT
MASONRY OR CONC. WALL 2- #10x2"
SCREWS AT WOOD OR STEEL STUD
WALL-TYP.
NEW DOOR HEIGHT
1'-6" MAX.
1'-4" MIN.
CLEAR SPACE FINISH ELEVATION TO
MATCH FINISH FLOOR ELEVATION AT
DOOR
CL
9
1 1/2"
CLR.
THRESHOLD - SEE DETAIL:
G
0"
5'- NIN
R
TU
R
EA
3/8" = 1'-0"
GRAB BAR SHALL BE 1-1/2" MAX.,
OUTSIDE DIA.- TYPICAL
32" MIN.
CLR. OPENING
5'-0 1/4"
CLEAR FLOOR SPACE
REQUIRED FOR TOILET
SCALE
11
CLEAR FLOOR SPACE AT DOOR
STRIKE SIDE
1'-6"
4'-8" MIN. (1420) W. WALL
CLEAR FLOOR SPACE
10" OR LESS, H = 54" MAX.
10" ,
H = 53.5" MAX.
12" ,
H = 53.0" MAX.
13" ,
H = 52.5" MAX.
14" ,
H = 51.5" MAX.
15" ,
H = 51.0" MAX.
16" ,
H = 50.5" MAX.
17" ,
H = 50.0" MAX.
18" ,
H = 49.5" MAX.
19" ,
H = 49.0" MAX.
20" ,
H = 48.5" MAX.
21" ,
H = 47.5" MAX.
22" ,
H = 47.0" MAX.
23" ,
H = 46.5" MAX.
24" ,
H = 46.0" MAX.
30" MIN.
10" MAX.
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
15" MIN.
3/4"
1"
8"
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
6"
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
WHEN
6"
3
ALUMINUM THRESHOLD
#10 S.M. IN PLASTIC EXPANSION
ANCHOR
ACCESSIBILITY
NOTES & DETAILS
3'-0"
DOOR WIDTH
TYPICAL ENLARGED RESTROOM PLAN
SCALE
3/4" = 1'-0"
4
CHANGES IN LEVEL
SCALE
N.T.S.
CORRISPONDING REACH HEGHTS
FOR GIVEN DEPTHS:
4"
1"
6"
1"
(3) TAMPER RESISTANT SCREWS & VHB 3M
ADHESIVE.
LOCATE CENTERED HORIZONTALLY ON THE
SANITARY FACILITY DOOR AT A HEIGHT OF 60
INCHES A.F.F. MEASURED TO CENTER OF
THE SYMBOL.
3/8" = 1'-0"
MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED
SUBMITTAL
3/8" =1'-0"
,25" ALUMINUM W/ EPOXY POWDER COATED
BLUE BACKGROUND W/ WHITE GRAPHICS.
14
0
SCALE
SIGN TYPE A - TITLE 24 MEN
(4) TAMPER RESISTANT SCREWS & VHB 3M ADHESIVE.
LOCATE ON WAL ADJACENT TO THE LATCH SIDE O THE
DOOR, 48 INCHES MIN. A.F.F. FROM THE LOWEST POINT
OF BRAILLE AND 60 INCHES MAX. A.F.F. FROM HIGHEST
LINE OF RAISED CHARCTERS.
revision
MOUNTING:
.06 STAINLESS STEEL, 1/16" RADIUS CORNERS DIE-CUT
W/BURR SIDE DOWN. EMBOSSED TEXT RAISED MIN. 1/32"
EMBOSSED DOMED GRADE 2 BRAILLE MIN. 1/40". EPOXY
POWDER COATED BLUE BACKGROUND W/ WHITE COPY.
7"-9"
17"
5"
10 1/2"
1"
OBJECT PROJECTION
FROM WALL LESS THAN
27" ABOVE FINISH FLOOR
MAY PROTRUDE ANY
AMOUNT
T.S. COVER DISPENSER
8" WIDE x 5" DEEP
PARAPHERNALIA SHELF
33" (EXCEPT
@ TANK
TOILETS,
WHICH SHALL
BE 36")
40" MAX.
36" MIN. CLR.
ACCESSIBLE ROUTE
SIGN TYPE B - ADA RESTROOM
FOOTNOTES
SIGN TYPE B - ADA RESTROOM
FOOTNOTES
80" MIN.
8"
4"
1'-6" S.S. GRAB BAR
12"
SEMI-RECESSED
TRASH
RECEPTACLE
12"
MIN.
OBJECT PROJECTION FROM
WALL BETWEEN 27" TO 80"
ABOVE FINISH FLOOR SHALL
PROTRUDE NO MORE THAN 4"
6"
2"
MAX
FREESTANDING OBJECT
MOUNTED ON POSTS OR
PYLON MAY OVERHANG 12"
MAX FROM 27" TO 80"
ABOVE FINISH FLOOR
17"-19"
1"
PROTRUDING OBJECT
MIRROR MTD @ 40" A.F.F.
MAX TO BOTTOM OF
REFLECTING SURFACE
LAV.
INSULATE HOT WATER & DRAIN
PIPES OPTIONAL CUP
DISPENSER
02.09.16
3'-0" S.S. GRAB BAR
3'-6" S.S. GRAB BAR
3'-3" MIN.
3'-5" MAX.
2'-0"
4"
ADA SIGNAGE NOTES:
a.
Doorways leading to men;s sanitary facilities shall be identified by an equalateral triangle 1/4" thick
ith edges 12" long and a vertex pointing upward. Womens' sanitary facilities shall be identified by circle
1/4" thick and 12" in diameter.
b.
Geometric (Circle & Triangle) symbols on sanitary facility doors shall be centered on the door and
their color and contrast shall be distinctly different from the color and contrast of the door.
c.
Braille Signage on side wall at no more than 12" from jamb of latch side.
d.
The center of all signs at 60" above finished floor.
3
TYP. ENTRANCE / EXIT DOOR
SCALE
1/2" = 1'-0"
2
BOTTOM RAIL (EXT. DOOR)
SCALE
3"=1'-0"
1
SUITE 100
602.277.7877
(VACANT) ADJACENT TENANT
TACTILE SIGNAGE
1.
A TACTILE SIGN STATING "EXIT" OR "EXIT ROUTE" AND COMPLYING WITH THE CBC 11B. SIDE
OF ANY EXIT PASSAGEWAY OR EXIT DISCHARGE DOOR BETWEEN 48 INCHES AND 60 INCHES
ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN.
2.
CHARACTERS SHALL CONFORM TO THE FOLLOWING:
A.
LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE
SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING
WITH SECTION 1117B.5.6.
B.
RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM
OF 2 HIGH".
C.
CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHALL BE
PLACED A MINIMUM OF 3/8 INCH (9.5 MM) AND A MAXIMUM OF 1/2 INCH (12.7 MM)
DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN
TACTILE TEXT IS MULTILINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL
LINES OF TACTILE TEXT.
3.
WHERE PERMANENT IDENTIFICATION SIGNS ARE PROVIDED FOR ROOMS AND SPACES,
SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.
WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS,
SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.
WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY
SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR
SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE
DOOR AS ONE EXITS THE ROOM OR SPACE.
9"
MIN
18"
MIN
02.18.16
RESTROOMS
date
SIGNS CONTAINING TACTILE
CHARACTERS SHALL BE
LOCATED SO THAT THERE IS AN
18"X18" CLEAR FLOOR AREA
CENTERED ON THE TACTILE
CHARACTERS
18"
BOTT. OF TACTILE
60" MAX TO
BOTT. OF BRAILLE
GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED. DOTS SHALL BE
1/10 INCH (2.54 MM) ON CENTER IN EACH CELL WITH 2/10-INCH (5.08 MM) SPACE BETWEEN
CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE
FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF
1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR
ROUNDED.
48" MIN TO
D.
KITCHEN AREA
TOTAL 3 OCCUPANTS
74
492 SF
1:200
3
77 SF
1:200
1
-
0
KITCHEN
OTHER/OFFIC (BUSINESS)
OTHER/OFFICE (BUSINESS)
RESTROOMS
111 SF
1,779 SF
(VACANT)
ADJACENT
TENANT
78
RESTROOMS
NOTE: LOAD FACTORS BASED ON 2013 CBC TABLE 1004.1.2
KEYED NOTES
1
EXIT PATH OF TRAVEL
2
EXIT LIGHTING SEE ELECTRICAL DRAWINGS AND REFLECTED
CEILING PLAN
3
EMERGENCY LIGHTING SEE ELECTRICAL DRAWINGS
4
EXISTING EXTERIOR EXIT LIGHTING.
5
FIRE EXTINGUISTHER G.C. TO VERIFY WITH LOCAL FIRE OFFICAL
FOR FINAL PLACEMENT. (K-TYPE WITHIN 20 FEET OF HOOD
SYSTEM WHERE APPLICABLE)
6
TACTILE EXIT SIGNS-SEE DETAIL ABOVE
7
OCCUPANT LOAD SIGN
8
EXHAUST HOOD, SEE MECHANICAL.
2
LS1.0
OCCUPANCY PLAN
N
3/16" = 1'-0"
(VACANT) ADJACENT TENANT
1:15
KITCHEN
1,099 SF
ASSEMBLY
no.
ASSEMBLY
revision
OTHER TOTAL
OCCUPANT 1
OCCUPANCY CLASSIFICATION
0
OCCUPANT LOAD AND EGRESS ANALYSIS
SUBMITTAL
ASSEMBLY AREA
TOTAL 74 OCCUPANTS
LEGEND
EXISTING EMERGENCY LIGHT
EXTERIOR EMERGENCY LIGHT
NEW EMERGENCY LIGHT
EXISTING EXIT SIGN, CONFIRM LOCATION
REQUIREMENTS WITH FIRE MARSHAL
NEW EXIT SIGN, CONFIRM LOCATION REQUIREMENTS
WITH FIRE MARSHAL
EGRESS PATH OF TRAVEL
NEW CEILING MOUNTED EMERGENCY LIGHT (ABOVE)
GENERAL NOTES
1
A 1-HOUR FIRE BARRIER SHALL BE REQUIRED FOR SEPARATION BETWEEN MIXED USE OCCUPANCIES.
ALL VERTICAL FIRE RESISTANT RATED ASSEMBLIES SHALL BE IDENTIFIED BY SIGNAGE LOCATED ON
THE ASSEMBLY ABOVE THE CEILING. SUCH SIGNAGE SHALL HAVE LETTERS NO SMALLER THAN ONE
INCH IN HEIGHT THAT STATES A FIRE RATED ASSEMBLY AND GIVING THE HOURLY RATING OF THE
ASSEMBLY. SIGNAGE SHALL BE PLACED AT HORIZONTAL INTERVALS OF 8 FEET. GC TO VERIFY THAT
RATING OF EXISTING DEMISING WALL IS COMPLIANT WITH ABOVE REFERENCED CODE.
2
THE BUILDING ENTRANCE SHALL BE ACCESSIBLE FROM THE PARKING LOT OR NEAREST STREET BY
MEANS OF A WALK UNINTERRUPTED BY STEPS OR ABRUPT CHANGES IN GRADE, AND AT LEAST TWO
ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED WHEN MORE THAN ONE MEANS OF EGRESS IS
REQUIRED BY THE BUILDING CODE.
3
ACCESSIBLE RESTROOM FACILITIES SHALL BE PROVIDED FOR THIS OCCUPANCY AS REQUIRED UNDER
THE AMERICANS WITH DISABILITIES ACT. GC TO VERIFY COMPLIANCE.
4
ALL EGRESS DOORS SHALL BE SIDE HINGED SWINGING TYPES. ALL DOORS SHALL SWING IN THE
DIRECTION OF EGRESS AND TWO EXITS ARE REQUIRED WHEN SERVING AN OCCUPANT LOAD OF 50 OR
MORE PERSONS. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM WHICH
EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ALL DOORS
SHALL HAVE A MINIMUM CLEAR OPENING OF NOT LESS THAN 32 INCHES.
5
(VACANT)
ADJACENT
TENANT
LIFE SAFETY PLAN
DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES SHALL NOT REQUIRE
TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. GC TO VERIFY THAT
CODE COMPLIANT PANIC BARS ARE IN PLACE AND FULLY OPERATIONAL ON EXTERIOR EGRESS DOORS.
1
LS1.0
LIFE SAFETY PLAN
1/4" = 1'-0"
N
LS1.0

RANCHO SANTA MARGARITA, CALIFORNIA 92688 STORE #CA

Transcription

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