HomeMy WebLinkAboutCD 2017-0009; RANCHO CARRILLO REC. CENTER; Consistency Determinationbad
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SYMBOL LEGEND
(NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT)
XTERIOR ELEVATION TARGET
•
ELEV A TION DESIGNATION
SHEET REFERENCE NO.
BUILDING SECTION TARGET ......
A/Al
"'"'----SHEET REFERENCE NO.
"'---SECTION DESIGNATION
gARTIAL SECTION TARGET
.... .---DETAIL DESIGNATION
'--SHEET REFERENCE NO.
iECTION DETAIL TARGET @= DETAIL DESIGNATION
AX.O I
SHEET REFERENCE NO.
MATCH LINE
MATCH LINE SEX/XX
MATCH LINE SEX/XX
ROOM NAME AND NUMBER TARGET
XXXX ------ROOM NAME xxxx
~ ROOM NO.
EXTERIOR ELEVATION TARGET
~
~l~ESIGNATION ______ )
SHEET REFERENCE NO.
~---VIEW NUMBER
.,---VIEW NAME
DETAIL
SC: l/8H=J'
'-----VIEW SCALE
~--SHEET NUMBER
INTERIOR ELEVATION TARGET
A/Al
"'"'----SHEET REFERENCE NO.
"'---SECTION DESIGNATION
ELEVATION REFERENCE TARGET
,j, EL= X'-XX_" __
~w.
+x·-xx--
SECTION/
ELEVATION
DATUM
PLAN DATUM
COLUMN CENTERLINE
PARTITION TYPE TARGET
@? ___ _
~ PARTITION TYPE
WALL ASSEMBLY
DESIGNATION
KEY NOTE TARGET
-------.. ------
&
@
A.B.
A.C.
A.C.I.
ACP
A.D.A.A.G.
A.F.F.
ALUM.
A.P.A.
A.Q.T.
ARCH.
A.S.T.M.
BLK'G
B.N.
BM.
B.OJ.
B.U.R.
BOTI. or(B)
C
C.L. or'i.
C.B.B.
Lilk C.B.C.
f..l,.· c.c.
CJ.
CLG.
CLR.
C.M.U.
COL.
CONC.
CONN.
CONST.
CONST.JT.
CONT.
CONTR.
COMP
C.T.
DBL.
DEG. or0
DIA. or¢
DIAG.
DIM.
DR.
DWG.(S)
(E)
EA.
E.C.
E.F.
EL.
E.N .
E.O.C.
EQ. or=
EQUIP.
E.S.
EXP.
FACT.
F.D.
F.D.C.
FDN.
F.F.
F.F.L.
F.G.
FLR.
FIN.
F.N.
F.O.B.
F.O.F.
F.OJ.
F.0.M.
F.O.P.
F.O.S.
F.R.P.
F.S.
FT.
FTG.
GA.
G.B.
G.C.
GALV.
G.I.
GLB.
A MINOR ADDITION & INTERIOR REMODEL TO:
RANCHO CARRILLO CLUBHOUSE
ABBREVIATIONS
AND
AT
ANCHOR BOLT
ASPHALTIC CONCRETE
AMERICAN CONCRETE INSTITUTE
ACOUSTIC CEILING PANEL
AMERICANS WITH DISABILITIES ACT
ACCESSIBILITY GUIDELINES
ABOVE FINISH FLOOR
ALUMINUM
AMERICAN PLYWOOD ASSOCIATION
ABRASIVE QUARRY TILE
ARCHITECTURAL
AMERICAN SOCIETY FOR TESTING
MATERIALS
BLOCKING
BOUNDARY NAIL
BEAM
BOTIOM OF JOIST
BUILT UP ROOFING
BOTTOM
CONDUIT
CENTER LINE
CEMENTITIOUS BACKER BOARD
CALIFORNIA BUILDING CODE
CORE DRILL
CONTROL JOINT (COLD JOINT)
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CONSTRUCTION JOINT
CONTINUOUS
CONTRACTOR
COMPACTED (ION)
CERAMIC TILE
DOUBLE
DEGREE
DIAMETER
DIAGONAL
DIMENSION
DOOR
DRAWING(S)
EXISTING
EACH
ELECTRICAL CONTRACTOR
EACH FACE
ELEVATION
EDGE NAIL
EDGE OF COUNTER/ EDGE OF
EQUIPMENT
EQUAL
EQUIPMENT
EACH SIDE
EXPANSION
FACTORY
FLOOR DRAIN
FIRE DEPT. CONNECTION
FOUNDATION
FINISHED FLOOR
FINISHED FLOOR LEVEL
FLOAT GLASS
FLOOR
FINISH
FIELD NAIL
FACE OF BEAM
FACE OF FINISH
FACE OF JOIST
FACE OF MASONRY
FACE OF POST
FACE OF STUD
FIBERGLASS REINFORCED PANEL
FLOOR SINK
FEET
FOOTING
GAUGE (GAGE)
GYPSUM BOARD
GENERAL CONTRACTOR
GALVANIZED
GALVANIZED IRON
GLUE-LAMINATED BEAM
JAN.
JT. or JNT
JST.
L
LB. or#
LG.
MAT.
MAX.
M.B.
MEZZ.
MIN.
MISC.
MPH
M.P.S.
M.S.B.
MTL.
(NJ
NO. or#
N.I.C.
N.T.S.
o.c.
O.F.C.I.
O.F.0.1.
O.H.
OPNG.
P.C.
P. LAM
PL.
P.L.
PLYWD.
PR.
PSF.
PSI.
Q.T.
RAD. OR (R)
REINF.
s.c.
SCH ED.
SHT.
SIM.
SM
SMS
SPEC.IS)
SQ.
SQ. IN.
SQ. FT.
S.S.
STD.
STL.
STOR.T.
STRUCT.
SUSP.
SYM .
IT)
T.B.D.
TEMP.
THK.
T&G
T.N.
T.0.8.
T.O.C.
T.0.F.
T.O.PL.
T.0.S.
T.0.W.
TYP.
U.B.C.
U.O.N.
U.S.P.
JANITOR
JOINT
JOIST
ANGLE
POUNDS
LONG
MATERIAL
MAXIMUM
MACHINE BOLT
MEZZANINE
MINIMUM
MISCELLANEOUS
MILES PER HOUR
MODULAR PANELBOARD
SYSTEM
MAIN SWITCH BOARD
METAL
NEW
NUMBER
NOT IN CONTRACT
NOTTO SCALE
ON CENTER
OWNER FURNISHED,
CONTRACTOR INSTALLED
OWNER FURNISHED.
OWNER INSTALLED
OPPOSITE HAND
OPENING
PLUMBING CONTRACTOR
PLASTIC LAMINA TE OR
PARALLAM [BEAM)
PLATE
PROPERTY LINE
PLYWOOD
PAIR
POUNDS PER SQ. FOOT
POUNDS PER SQ. INCH
QUARRY TILE
RADIUS
REINFORCEMENT
SAW-CUT JOINT
SCHEDULE
SHEET
SIMILAR
SHEET METAL
SHEET METAL SCREW
SPECIFICATION(S)
SQUARE
SQUARE INCH
SQUARE FOOT
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
TOP
TO BE DETERMINED
TEMPERED (TEMPERATURE)
THICKNESS
TONGUE & GROOVE
TOENAIL
TOP OF BEAM
TOP OF CURB
TOP OF FOOTING
TOP OF PLATE
TOP OF SLAB
TOP OF WALL
TYPICAL
UNIFORM BUILDING CODE
UNLESS OTHERWISE NOTED
UNDER SEPARATE PERMIT
VERT. OR (VJ VERTICAL
V.W.C. VINYL WALLCOVERING
W/
WD.
W.G.B.
W.I.B.
WT.
WWM.
WITH
WOOD
WATER RESISTANT GYPSUM
BOARD
WALK-IN BOX
WEIGHT
WELDED WIRE MESH
GENERAL NOTES
I. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES
WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING srrE AND CONDrTIONS
PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION,
AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL
COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER
ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS.
2. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL, OF AND
WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES. PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR,
SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE,
NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH
THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS.
3. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND/OR SHORING TO INSURE
STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS IE:
STRUCTURAL WALLS. INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF
THIS PROJECT.
4. WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO A VOID INTERFERENCE, AND
A VOID OMISSIONS.
5. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET
APPROPRIATE N.E.M.A. STANDARDS.
6. LAYOUT ALL PARTITIONS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY
DISCREPANCY. ALL DRYWALL PARTITIONS WILL BE INSTALLED AS NOTED ON THE DRAWINGS.
7. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST. ANY DEFECTS
OR OTHER FAULTS IN HIS WORKMANSHIP AND/OR HIS SUPPLIED MATERIALS.
8. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND/OR INSTALLING
MATERIAL. PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACTTHE
CONSTRUCTION MANAGER BEFORE PROCEEDING WITH THAT WORK.
9. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE
EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL
NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKES PRECEDENCE OVER
SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE
PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS
ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE.
10. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN
OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT
[ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OF ATTACHED ITEMS OR
EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS. PROVIDE BLOCKING FOR
OWNER FURNISHED OR INSTALLED ITEMS.
11. ALL FINISHED FLOOR ELEV A TIO NS REFER TO ARCHITECTURAL DRAWINGS ONLY. REFER CIVIL
DRAWINGS FOR RELATIONSHIP TO PROJECT BENCHMARK[S).
12. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE
CONSTRUCTION MANAGER. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON
WRITTEN ORDER BY THE CONSTRUCTION MANAGER.
13. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT All PARTS OF THEIR WORK FROM
WEATHER DAMAGE DUE TO FROST. RAIN, HEAT. ETC. AND WILL MAKE GOOD TO THE
SATISFACTION OF THE CONSTRUCTION MANAGER AND/OR GENERAL CONTRACTOR ANY
PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED.
14. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED
OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS
ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER,
GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS
OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE/ACTUAL/POST
CONSTRUCTION PHASES OF THIS PROJECT.
15. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY
EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES,
ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY.
16. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT
CENTERLINE OF DOORS TYPICALLY.
17. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE
INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENTTO
WALLS RECEIVING PAINT AND RELOCATE ITEMS.
18. ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT
THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A
MANNER AS TO MAKE THEM WATERPROOF.
19. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS. FACE OF MASONRY, AND
CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
20. VERIFY ALL ELEVATIONS AND DIMENSIONS OF STRUCTURAL ELEMENTS WITH ARCHITECTURAL
DRAWINGS. IN CASE OF CONFLICT, NOTIFY ARCHITECT. THE CONTRACTORS SHALL VERIFY
ALL DIMENSIONS AND BE RESPONSIBLE FOR THEM. ALL DIMENSIONAL DISCREPANCIES ARE TO
BE BROUGHTTO THE ATTENTION OF THE ARCHITECT.
21. PLANS FOR MODIFICATIONS TO EXISTING FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES,
SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, SHALL BE SUBMITTED TO THE BUILDING
DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE EQUIPMENT IS ALTERED OR
MODIFIED.
6250 FLYING LEO CARRILLO LANE
PROJECT DIRECTORY
OWNER:
RANCHO CARRILLO H.0.A.
6250 FLYING LEO CARRILLO LANE
CARLSBAD, CA 92009
CONTACT:
TEL: (7 60) 804-5969
EMAIL:
ARCHITECT & ENGINEERING
TEAM [S,M,E,P):
PLUMP GROUP
914 E KATELLA A VENUE
ANAHEIM, CA 92807
CONTACT:
TEL: (714) 385-1835
EMAIL: peica.com
CONTRACTOR:
JON WAYNE CONSTRUCTION & CONSULTING
2580 FORTUNE WAY
VISTA, CA 92081
CONTACT: HEATHER LaHAYE
TEL: (760) 522-1246
EMAIL: hlahaye@jwconstruction.com
SCOPE OF WORK
CARLSBAD, CA 92009
SHEET INDEX
ARCHITECTURAL
TOOi COVER SHEET & GENERAL NOTES
GOO I GENERAL I EGRESS I FIRE DEPT. NOTES
G002 ACCESSIBILITY NOTES
DIDI DEMOLITION FLOOR PLAN
A 101 FLOOR PLAN
A I 02 REFLECTED CEILING PLAN
A 103 ROOF PLAN
A201 EXTERIOR ELEVATIONS & SECTIONS
A202 INTERIOR ELEV A TIONS
A401 ARCHITECTURAL DETAILS
STRUCTURAL
SOOI GENERAL NOTES
1---------------------------------------1soo2 GENERALNOTES
MINOR ADDITION TO EXISTING RECREATION CENTER.
DEMOLITION -REMOVE EXISTING KITCHEN BASE & OVER HEAD CABINETS
RBAIN & Sf ORE EXISTING APPLIANCES
INTERIOR-
EXTERIOR-
REMOVE 2 EXISTING WINDOWS -STORE ON-SITE FOR REINSTALLA TION
RELOCATE EXISTING HVAC EQUIPMENT 7 SCREEN WALL PER PLANS
FURNISH & INSTALL NEW BASE & OVERHEAD CABINETS
FURNISH & INSTALL NEW FREE-STANDING STOVE/OVEN -PER OWNER
RELOCATE EXISTING KITCHEN SINK PER PLAN
PROVIDE NEW REACH-THRU WINDOW & SERVING COUNTER
FINISH NEW ADDITION TO MATCH EXISTING FINISHES
APPLICABLE CODES
f-----1----------------------------J
SlOO FOUNDATION and ROOF FRAMING PLAN
S200 STRUCTURAL DETAILS
S201 STRUCTURAL DETAILS
MECHANICAL
MJOO MECHANICAL FLOOR PLAN
M JOI MECHANICAL LEGEND & GEN. NOTES
PLUMBING
PJOO PLUMBING FLOOR PLAN
t------------------------------1 ELECTRICAL
2016 CALIFORNIA BUILDING CODE
2016 CALIFORNIA ELECTRICAL CODE
2016 CALIFORNIA MECHANICAL CODE
2016 CALIFORNIA PLUMBING CODE
2016 CALIFORNIA FIRE CODE
2016 CALIFORNIA (,REEN BUILDING STANDARDS CODE
r--~---------------------------a
EOOI GENERAL NOTES, SYMBOLS LIST is SINGLE LINE DIAGRAM
E002 SINGLE LINE DIAGRAM. PANEL SCHEDULES & DETAILS
E003 TITLE 24
EC04 TITLE 24
1---------------------------------------1 EIOO LIGHTING PLAN
BUILDING CODE INFORMATION
NEW ADDITION & JNTERIOR IMPROVEMENTS
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
SPRINKLERED:
No. OF EXITS:
REQUIRED:
PROVIDED:
No. OF STORIES:
ALLOWED:
PROVIDED:
ALLOW ABLE AREA:
ALLOWED:
EXISTING:
NEW ADDITION:
A-3
V-B
NO
2
6
l
l
6,000 SF
1,860
260 SF + 1,860 SF = 2, 120 SF
LEGAL DESCRIPTION
Map# 13551, in lots 105 and 106, document #99-463613
APN: 222-601-0700
DEFERRED SUBMITTAL
f-----1----------------------------J
E200 POWER PLAN
SITE MAP
----------------
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PLUMPGROLJPij :
ARCHITECTURE & ENGINEERING w
a division of Plump Engineering, Inc. o
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835 F(714) 385-1834
www.p!umpgroup.com
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JON WAYNE :
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CONSTRUCTION & :
CONSUL TING :
2580 Fortune Way :;
Vista, CA 92081 ~
(760) 522-1246 :
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REVISIONS
Date: 3110117
Scale: ASNDTED
PEI Project Number: A.1605026
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GENERAL NOTES
A. GENERAL
1. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. STANDARD FORM A201 -CURRENT EDITION, ARE HEREBY
INCORPORATED INTO THIS DOCUMENT EXCEPT AS SPECIFICALLY MODIFIED BELOW.
2. THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND
INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. SCHEDULING OF APPROVALS AND INSPECTIONS BY
AUTHORITIES HAVING JURISDICTION (A.H.J.) OVER THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR.
3. THE CONTRACT DOCUMENTS CONVEY DESIGN INTENT AND THE GENERAL TYPE OF CONSTRUCT/ON DESIRED ARE INTENDED TO APPLY TO
THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT.
4. ANY ITEMS NOTED "BY OWNER" OR AS BEING PROVIDED BY OWNER IN THESE CONTRACT DOCUMENTS SHALL BE PROVIDED BY THE OWNER
OR HIS VENDORS AND INSTALLED BY THE GENERAL CONTRACTOR OR HIS FORCES UNLESS EXPRESSLY NOTED AS BEING INSTALLED "BY
OWNER'' -REFER TO THE RESPONSIBILITY SCHEDULE FOR MORE INFORMATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
PROVIDING ANY AND ALL ACCESSORY MATERIALS REQUIRED TO INSTALL SUCH ITEMS AND MAKE FINAL CONNECTIONS.
5. PRIOR TO SUBMITTING A PROPOSAL OR COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO COMPARE THE
SCOPE OF WORK SHOWN ON THE DRAWINGS AND OTHER CONTRACT DOCUMENTS WITH EXISTING CONDITIONS. PROMPTLY REPORT ANY
ERRORS, OMISSIONS, INCONSISTENCIES OR OTHER DETRIMENTAL CONDITIONS TO THE ARCHITECT. IF THE CONTRACTOR FAILS TO PERFORM
THIS OBLIGATION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS AND DAMAGES ASSOCIATED WITH ACTIONS REQUIRED TO
CORRECT UNREPORTED CONDITIONS THAT OTHERWISE (:QULD HAVE BEEN AVOIDED.
6. IN THE EVENT THAT DISCREPANCIES ARE FOUND BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL REQUEST A
CLARIFICATION FROM THE ARCHITECT IN WRITING. THE ARCHITECT'S RESPONSE TO THE CONTRACTOR'S REQUEST FOR INFORMATION SHALL
NOT BE CAUSE FOR A CHANGE IN THE CONTRACT AMOUNT UNLESS IT IS AGREED THATTHE ORIGINAL SCOPE OF WORK HAS BEEN ALTERED
BY THE RESPONSE.
7. ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE CONSULTANTS WORK AND TO BRING ANY
DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS ATTENTION FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE CORRECTED
BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSE TO THE ARCHITECT, HIS CONSULTANTS OR THE OWNER.
8. GENERAL CONTRACTOR WILL COORDINATE ALL WORK WITH THE LANDLORD AND PERFORM WORK TO MEET ALL REQUIREMENTS OF THE
LEASE AGREEMENT. CONTRACTORS WORK IS SUBJECT TO INSPECTION BY THE LANDLORD FOR COMPLIANCE WITH THE TERMS OF THE
LEASE AGREEMENT.
9. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL PHASES
OF WORK, SCHEDULE OF VALUES, AND INSURANCE CERTIFICATE. THIS SCHEDULE SHALL INDICATE ORDERING LEAD TIMES, A BEGINNING
AND END DATE FOR EACH PHASE AND A PROJECTED COMPLETION DATE FOR THE ENTIRE PROJECT.
10. THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORTS FOR ALL ENGINEERS,
SUBCONTRACTORS, CRAFTSMEN AND TRADESMEN REQUIRED TO COMPLETE THE JOB AND SHALL BE RESPONSIBLE FOR PROVIDING THEM
WITH FULL SETS OF CURRENT DRAWINGS.ADDENDUM, AND OTHER SUPPLEMENTAL INFORMATION PERTINENTTO THE COMPLETION OF THE
WORK.
11. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADE ITEMS WITHIN THE SPACE AND ABOVE THE CEILINGS
(INCLUDING BUT NOT LIMITED TO, STRUCTURAL MEMBERS, CONDUITS, RACEWAYS, LIGHT FIXTURES, CEILING SYSTEM AND ANY SPECIAL
STRUCTURAL SUPPORTS REQUIRED) AND SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISH CEILING HEIGHT ABOVE THE FINISH FLOOR
INDICATED IN THE DRAWINGS AND THE FINISH SCHEDULE.
12. THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR TRADES.
13. UNLESS OTHERWISE STIPULATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION, STORAGE
AND PAYMENT OF ALL LABOR, MATERIALS, TAXES, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION AND
OTHER FACILITIES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK WHETHER OR NOT IT IS SPECIFICALLY CALLED
OUT OR DETAILED ON THE DRAWINGS.
14. THE CONTRACTOR WARRANTS TO THE OWNER THAT MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT WILL MEET INDUSTRY
STANDARDS AND BE NEW AND OF GOOD QUALITY UNLESS OTHERWISE PERMITTED BY THE CONTRACT DOCUMENTS. THE WORK WILL BE
INSTALLED PER MANUFACTURER'S SPECIFICATIONS.FREE FROM DEFECTS AND WILL BE COMPLETED IN A NEAT AND WORKMANLIKE
MANNER ACCEPTABLE TO THE OWNER.
15. THE CONTRACTOR SHALL PROMPTLY CORRECT IN A PROFESSIONAL MANNER, AT NO COST NO THE OWNER AND WITHOUT CHANGE IN
CONTRACT TIME, ALL NON-CONFORMING OR DEFECTIVE WORK AND DAMAGES CAUSED BY HIS WORK OR WORKMEN WHETHER
DISCOVERED BEFORE OR AFTER SUBSTANTIAL COMPLETION.
16. THE CONTRACTOR SHALL INSPECT ALL EQUIPMENT AND SYSTEMS FOR PROPER OPERATIONS UPON SUBSTANTIAL COMPLETION OF
PROJECT.
17. THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ENTIRE PROJECT SITE AND ADJACENT AFFECTED SPACES TO THE SATISFACTION OF THE
OWNER.
18. THE GENERAL CONTRACTOR SHALL PROVIDE THE FOLLOWING REPORTS AND GUARANTEES TO THE OWNER OR OWNER'S REPRESENTATIVE:
A. ELECTRICAL INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS.
B. PLUMBING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS
C. FIRE MARSHALL'S CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS.
D. BUILDING INSPECTOR'S CERTIFICATE OF COMPLIANCE WITH A.HJ. REQUIREMENTS.
E. HEALTH DEPARTMENT CERTIFICATE OF COMPLIANCE WITH A.H.J. REQUIREMENTS.
F. A.H.J. CERTIFICATE OF OCCUPANCY.
B. DRAWING CONVENTIONS
l. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DRAWINGS. NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN
DRAWING DIMENSIONS AND FIELD CONDITIONS.
2. PLAN DIMENSIONS ARE GIVEN TO FACE OF STUDS OR FACE OF EXISTING WALL OR FACE OF NEW FIRE-RATED WALL UNLESS OTHERWISE
NOTED.
3. PARTITION THICKNESS IS DERIVED FROM DESCRIPTION OF THE PARTITION CONSTRUCTION AND/OR DESIGNATED DETAIL
4. PARTITIONS THAT INTERSECT INTERIOR OR EXTERIOR GLAZED WALLS ARE TO CENTER ON MULLIONS AND PERPENDICULAR TO EXTERIOR
WALL UNLESS DETAILED OTHERWISE,
5. UNLESS OTHERWISE NOTED, PARTITIONS AND OTHER ELEMENTS ON THE DRAWING THAT ARE DRAWN AT AN OBLIQUE ANGLE ARE TO BE
CONSTRUCTED AT A 45-DEGREE ANGLE TO THE MAIN GRID.
6. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE UNLESS
OTHERWISE NOTED.
7. UNLESS DIMENSIONED OTHERWISE, DEPTH OF FURRING ON COLUMNS AND OTHER ELEMENTS IS TO BE HELD TO THE MINIMUM THICKNESS
REQUIRED TO CONCEAL MECHANICAL, PLUMBING OR ELECTRICAL COMPONENTS.
8. UNLESS OTHERWISE INDICATED, POSITION DOOR JAMBS 4" OFF THE FACE OF ADJACENT INTERSECTING PARTITIONS OR CENTER ON
PARTITION.
9. OUTLETS THAT OCCUR ON OPPOSITE SIDES OF THE SAME PARTITION ARE TO BE STAGGERED HORIZONTALLY A MINIMUM OF 12" TO
MINIMIZE SOUND TRANSMISSION.
C. DEMOLITION, CUTTING, AND PATCHING
l. THE CONTRACTOR SHALL INSPECT THE SITE AND CALL ATTENTION TO ENVIRONMENTAL HAZARDS WITH LANDLORD. SAID HAZARDS ARE TO
BE REMOVED AT THE LANDLORD'S EXPENSE. REMOVAL SHALL ADHERE TO THE ENVIRONMENTAL PROTECTION AGENCY'S GUIDELINES.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, CUTTING AND PATCHING REQUIRED TO FACILITATE COMPLETION OF THE WORK.
3. PRIOR TO STARTING WORK, ERECT TEMPORARY BARRIERS AROUND THE PERIMETER OF THE PROJECT AND BASE BUILDING TOILET FACILITIES
TO PREVENT THE SPREAD OF DUST AND OTHER CONTAMINANTS TO ADJACENT AREAS OF THE BUILDING. MAINTAIN DUST PROOF AND
SOUND BARRIERS THROUGHOUT THE COURSE OF CONSTRUCTION OR UNTIL NO LONGER REQUIRED. REMOVE BARRIERS AND REPAIR ANY
DAMAGE CAUSED BY THEIR INSTALLATION TO MATCH ADJACENT SURFACES.
4. UNLESS NOTED OTHERWISE, ALL DEMOLISHED DEBRIS, MATERIAL, EQUIPMENT AND FIXTURES BECOME THE PROPERTY OF THE CONTRACTOR
WHO IS RESPONSIBLE FOR ITS SAFE REMOVAL FROM THE SITE. DISPOSAL OF DEMOLISHED MATERIAL SHALL BE IN ACCORDANCE WITH
APPLICABLE RULES, REGULATIONS AND ORDINANCES OF AUTHORITIES HAVING JURISDICTION. COORDINATE WITH LANDLORD.
5. PATCH ALL EXISTING OR NEWLY DAMAGED AREAS TO MATCH ADJACENT SURFACES IN QUALITY, TEXTURE AND COLOR. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION OF ALL TRENCHING AND UNDER GROUND WORK WITH SUBCONTRACTORS.
D. GENERAL CONSTRUCTION
~ 1. CONTRACTOR SHALL VERIFY ALL GRID LINE COORDINATES AND CHECK THEM AGAINST DIMENSIONS SHOWN ON PLANS AND DETAILS.
w ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY DURING STAKING. ~ 1, 2. ALL LANDSCAPE MATERIALS DISPLACED OR DISTURBED AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED TO ORIGINAL
3 CONDITION.
~ 3. THE CONTRACTOR SHALL FIRMLY ANCHOR PARTITIONS PER JURISDICTION AND INDUSTRY STANDARDS AND USE METAL TRIM ACCESSORIES
~ AT EXPOSED CORNERS, EDGES AND ENDS IN PLASTER AND DRYWALL PARTITIONS.
v 4. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING FOR ALL WALL MOUNTED PLUMBING FIXTURES, TOILET ACCESSORIES, CABINETS, § AND TABLES.
°, 5. ALL CONCEALED PLYWOOD, WOOD BLOCKING, AND WOOD STUD/ JOIST FRAMING SHALL MEET U.L. FIRE RETARDANT TREATED ~~ REQUIREMENTS.
~ 6. ALL MATERIALS USED IN UNFINISHED ATTIC SPACE SHALL BE NON-COMBUSTIBLE. ANY WOOD SHALL BE FIRE RETARDANT TREATED.
7. 00 NOT PUNCH OR USE METAL DECK TO SUPPORT SUSPENDED CE/UNG. SUSPENDED METAL FRAMING-CEILING AND METAL STUD ! PARTITION FRAMING SHALL BE SUPPORTED FROM STRUCTURAL STEEL ROOF FRAME.
w 8. ALL ROOF PENETRATIONS SHALL BE CUT, FLASHED AND SEALED BY THE LANDLORD'S ROOFING CONTRACTOR IN ORDER TO MAINTAIN THE ~ ROOF SYSTEM INTEGRITY AND WARRANTY.
z 9. THE CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER ~ LOCAL BUILDING CODES. LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION.
v l 0. CEILING FRAMING IN THE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER AND WITH THE RECESSED LIGHT ~ FIXTURES. ALL RECESSED FIXTURES SHALL BE SET FLUSH INTO CEILING.
c; 11. NEW PIPE, CONDUIT AND DUCT PENETRATIONS OF FIRE RATED ASSEMBLIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH AN ~~-~ UNDERWRITERS LABORATORY TESTED DESIGN.
---12. WIRING AND CONDUIT IS TO BE CONCEALED IN BOTH NEW AND EXISTING PARTITIONS WITH ALL OUTLETS. SWITCHES AND SIMILAR DEVICES
14. COMMUNICATION, DATA, SECURITY AND SIMILAR SYSTEMS WILL BE PROVIDED AND INSTALLED BY THE OWNER UNLESS OTHERWISE NOTED
IN THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO COORDINATE WITH THE OWNER' AND PROVIDE
CONDUIT. BOXES AND OTHER ROUGH-IN REQUIREMENTS TO FACILITATE FINAL WIRING INSTALLATION.
15. LOCKSETS SHALL BE "KEYED" IN ACCORDANCE WITH OWNER REQUIREMENTS. "KEYS" ARE TO BE DELIVERED TO OWNER PROPERLY TESTED.
THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH LANDLORD.
16. PROVIDE STANDARD IDENTIFICATION PLATE WITH OWNER NAME AND SPACE DESIGNATION/ADDRESS AS SPECIFIED THROUGH A
COMMON MANUFACTURER BY THE LANDLORD. IF NO LANDLORD STANDARD PROVIDED, PROVIDE A STANDARD 3" X 9" LAMINATED
PLASTIC, DARK COOL GRAY COLORED FACE WITH WHITE LETTERING ROUTED INTO FACE. FASTENED TO OWNER REAR EXIT SERVICE DOOR
ON THE ACCESS CORRIDOR FACE.
17. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL TILE LOCATIONS, PLASTIC PANEL LOCATIONS, MECHANICAL ROOM WALLS, AND AS
NOTED ON DRAWINGS.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH LOCAL V.O.C. REGULATIONS FOR MATERIALS USED IN CONSTRUCTION.
19. SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING, STONE. WOOD, OR
OTHER MATERIAL. FINISHED FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION.
E. FIRE I LIFE SAFETY
l. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED.2. MAINTAIN
THE FUNCTION AND INTEGRITY OF EXISTING FIRE, LIFE/SAFETY AND SECURITY SYSTEMS.
2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS.
3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD
INSPECTOR.
4. DURING CONSTRUCTION THE GENERAL CONTRACTOR SHALL PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN
2-A WITHIN (75 FT.J FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR.
F. REQUIRED APPROVALS AND SUBMITTALS
l. WHERE THE TERMS "OR EQUAL", "SIMILAR", OR OTHER GENERAL QUALIFYING TERMS ARE USED, IT SHALL BE UNDERSTOOD THAT REFERENCE
IS MADE TO THE RULING AND JUDGMENT OF THE ARCHITECT AND MUST BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OR USE.
2. THE CONTRACTOR SHALL HAVE (1 OJ WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT SUBSTITUTIONS OF SPECIFIED
PRODUCTS OR WORK FOR REVIEW BY ARCHITECT AND SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR
SUBSTITUTION. THE ARCHITECT SHALL RESPOND IN (1 OJ WORKING DAYS FROM RECEIPT OF SUBMITTAL. NO SUBSTITUTIONS SHALL BE
ACCEPTED AFTER THE INITIAL TIME LIMIT HAS EXPIRED.
3. THE CONTRACTOR SHALL REVIEW, SIGN, DATE AND SUBMIT A MINIMUM OF (3J SETS OF COMPLETE AND DETAILED SHOP DRAWINGS,
FINISHES, FIXTURE AND EQUIPMENT CUT SHEETS TO ARCHITECT FOR REVIEW. THE ARCHITECT SHALL HAVE (10) WORKING DAYS
TURNAROUND TIME FROM RECEIPT OF SUBMITTAL. ALL SHOP DRAWINGS AND CUT SHEETS SIGNED "REVIEWED" SHALL SUPERSEDE ORIGINAL
DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS.
4. IN THE EVENTTHAT THE AFOREMENTIONED DRAWINGS, SPECIFICATIONS, ETC. ARE NOT SUBMITTED FOR REVIEW AND APPROVAL, THE
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE REPLACEMENT, CORRECTION OR ACQUISITION OF PRODUCTS TO COMPLY
WITH OWNER'S SPECIFICATION AND APPROVAL.
5. THE CONTRACTOR SHALL PROVIDE CHALK LINES ON THE SLAB OF PARTITIONS FOR APPROVAL PRIOR TO FRAMING AND SHALL NOTIFY
ARCHITECT OF ANY DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON THE DRAWINGS OR OF
APPARENT CONSTRUCTION CONFLICTS.
6. UPON SUBSTANTIAL COMPLETION OF WORK, THE HVAC SYSTEM SHALL BE BALANCED BY A QUALIFIED ENGINEER AND A WRITTEN REPORT
SHALL BE SUBMITTED TO THE OWNER.
7. UPON SUBMISSION OF THE "FINAL APPLICATION FOR PAYMENT', THE CONTRACTOR SHALL PROVIDE THE OWNER WITH [l) SET OF AS-BUILT
DOCUMENTATION INCLUDING DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, PRODUCT DATA. EQUIPMENT WARRANTIES
AND MANUALS, FINISH SAMPLES AND OTHER REQUIRED SUBMITTALS. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WRITTEN
WARRANTY COVERING ALL WORK PERFORMED UNDER THE CONTRACT. WARRANTY SHALL BE FOR A PERIOD OF ONE YEAR
COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION AND SHALL BE INCLUDED WITH THIS SUBMITTAL.8. THE CONTRACTOR SHALL
SUPPLY LIEN WAIVERS RELATING TO ALL WORK WITH THE "FINAL APPLICATION FOR PAYMENT' TO BE REVIEWED FOR "FINAL CERTIFICATE OF
PAYMENT'.
G. CHANGES IN WORK
l. THE OWNER WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR
DEDUCTING FROM THE WORK -THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. SUCH WORK SHALL BE EXECUTED UNDER THE
CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE INDICATED ON
THE CHANGE ORDER.
2. CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY OWNER AND SHOULD INCLUDE A COMPLETE
DESCRIPTION OF THE WORK. MATERIALS BEING USED, THE ROOM NUMBER OR AREA AFFECTED, AND THE AUTHORIZATION UNDER WHICH
THE WORK IS BEING PERFORMED.
H. SITE CONSIDERATIONS
l. DEMOLITION WORK SHALL BE COORDINATED WITH THE LANDLORD TO MINIMIZE DISRUPTION AND INCONVENIENCE TO OTHER OWNERS IN
OCCUPIED BUILDINGS. MAINTAIN SAFE MEANS OF ACCESS AND EGRESS TO OCCUPIED OWNER SPACES.
2. PROVIDE CONCRETE FLOOR SLAB THROUGHOUT "LEA VE-OUT' AREA IN BACK OF HOUSE -MATCH EXISTING FLOOR CONSTRUCTION;
COORDINATE WITH LANDLORD.
3. MAINTAIN THE INTEGRITY OF RATED PARTITIONS AND OTHER FIRE RATED ASSEMBLIES. REPAIR OR REPLACE DAMAGED PORTIONS WITH NEW
CONSTRUCTION TO MATCH EXISTING AND HAVE REPAIR WORK APPROVED BY THE BUILDING INSPECTOR.
4. THE GENERAL CONTRACTOR SHALL REVIEW THE OWNER'S SPACE WITH THE LANDLORD TO DETERMINE IF ANY ACCESS PANELS ARE
LOCATED IN THE OWNER'S SPACE FOR THE LANDLORD'S AND/OR OTHER OWNER ELECTRICAL BOXES AND/OR VALVES. THE GENERAL I
CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT AND THE OWNER OF ANY REQUIRED ACCESS PANEL LOCATIONS.
5. BUILDING MECHANICAL AND ELECTRICAL SERVICE SHUT DOWN REQUIRED FOR THIS WORK SHALL BE SUBMlffiD IN WRITING BY THE
CONTRACTOR A MINIMUM OF (72) HOURS IN ADVANCE OF THE SHUT DOWN. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM
AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN AND SHALL NOT OVERLY INCONVENIENCE BUILDING OCCUPANTS.
6. VERIFY EXISTING SPRINKLER DROP LOCATIONS (IF ANY). ADDITIONS, MODIFICATIONS OR RELOCATIONS OF THE EXISTING SPRINKLER
SYSTEM ARE TO BE ALTERED IN TOTAL CONFORMANCE WITH LANDLORD'S CRITERIA AND SHALL BE SUBMITTED FOR PERMIT SEPARATELY.
DRAWINGS SHALL BE SUBMITTED TO LANDLORD FOR REVIEW AND SUBMITTED SEPARATELY TO THE FIRE MARSHAL FOR PERMIT.
7. SPRINKLER HEADS AT STOREFRONT AND DISPLAY WINDOWS MUST BE FLUSH TYPE WITH COVER PLATES PAINTED TO MATCH THE ADJACENT
CEILING COLOR. DINING AND KITCHEN MUST HAVE SEMI-RECESSED HEADS WITH ESCUTCHEON RINGS PAINTED TO MATCH THE ADJACENT
CEILING COLOR.
8. WOOD CASEWORK SHALL CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWi) "PREMIUM GRADE" QUALITY STANDARDS AND
SHALL BE "FLUSH OVERLAY" CONSTRUCTION UNLESS DETAILED OTHERWISE ON THE DRAWINGS.
9. PLASTIC LAMINATE CASEWORK SHALL CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWi) "CUSTOM GRADE" QUALITY
STANDARDS AND SHALL BE "FLUSH OVERLAY'' CONSTRUCTION UNLESS DETAILED OTHERWISE ON THE DRAWINGS.
l 0. CASEWORK SHALL BE SCRIBED TO WALL OR CEILING. CONTRACTOR SHALL COORDINATE WITH OTHER INVOLVED TRADES.
EGRESS NOTES
l. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.
2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS
THAN 5 FOOT CANDLES (54LUX).
3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED
IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702.
4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.
5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL
PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER
LOSS (1011.2-1022.5.3)
6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE
OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1008.1.8.3 FOR EXCEPTIONS.
7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN.
34" AND A MAX. 48" ABOVE THE FINISHED FLOOR.
8. '7HIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" SIGN REQUIRED.
9. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9 -1008.1.9.7
10. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL
TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
11. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN l FOOT-CANDLE AT
THE WALKING SURFACE.
12. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE
PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY
FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE
FOLLOWING AREAS:;
A. AISLES AND UNDISCLOSED EGRESS STAIRWAYS IN ROOMS THAT REQUIRE TWO OR MORE
MEANS OF EGRESS;
B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDING REQUIRED TO HAVE
TOW OR MORE EXITS.:
C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL
EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE
EXITS.
D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION l 027.1, IN BUILDINGS
REQUIRED TO HAVE TWO OR MORE EXITS.
E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.5, FOR EXIT DISCHARGE
DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS
THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BAffiRIES, UNIT EQUIPMENT OR AN
ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN
ACCORDANCE WITH SECTION 2702.
14. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL
ILLUMINATION THAT IS AT LEAST AN AVERAGE OF l FOOT-CANDLE (11 LUX) AND A
MINIMUM AT ANY POINT OFO.l FOOT_CANDLE (l LUX) MEASURE ALONG THE PATH OF
EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6
FOOT-CAN (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6
LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A
MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATION OF 40 TO l SHALL NOT BE
EXCEEDED.
FIRE DEPARTMENT NOTES
1. "K" RATED PORTABLE FIRE EXTINGUISHER(S) SHALL BE PROVIDED FOR THE KITCHEN
AREA IF EQUIPPED WITH A COMMERCIAL HOOD SYSTEM.
2. MINIMUM 2A 10B:C FIRE EXTINGUISHERS SHALL BE PROVIDED. TRAVEL DISTANCE TO
ANY EXTINGUISHER SHALL NOT EXCEED 75 FEET FROM ANY PORTION OF THE
BUILDING. EXTINGUISHER(S) SHALL BE HUNG NO HIGHER THAN 44 INCHES
MEASURED FROM THE FLOOR TO THE TOP OF THE EXTINGUISHER.
3. PLANS FOR ANY AUTOMATIC SPRINKLER SYSTEM (INCLUDING TENANT
IMPROVEMENT WORK), HOOD SUPPRESSION SYSTEM AND/OR ALARM SYSTEM,
SHALL BE SUBMIITED WITH FEES TO JURISDICTION FIRE DEPARTMENT FOR REVIEW
AND APPROVAL PRIOR TO INSTALLATION.
4. PROVIDE FIRE SPRINKLERS FOR THE COVERED PATIO DINING AREA. NOTIFY
SPRINKLER CONTRACTOR OF THIS REQUIREMENT.
5. PANIC HARDWARE: EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A, OR
ASSEMBLY AREA NOT CLASSIFIED ASAN ASSEMBLY OCCUPANCY, E, 1-2 OR 1-2.1
OCCUPANCIES HAVING AN OCCUPANT LOAD OF 50 OR MORE AND ANY GROUP H
OCCUPANCY SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC
HARDWARE.
6. LOCKS AND LATCHES, SECTION 1008.1.9.3 ITEM 2: IN BUILDINGS IN OCCUPANCY
GROUP A HAVING' AN OCCUPANT LOAD OF 300 OR LESS, GROUPS B, F, MAND S, AND
IN PLACES OF RELIGIOUS WORSHIP, THE MAIN EXTERIOR DOOR OR DOORS ARE
PERMIITED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM THE
EGRESS SIDE PROVIDED: A READILY VISIBLE DURABLE SIGN IS POSTED ON THE
EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN
UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN LEITERS 1 INCH
HIGH ON A CONTRASTING BACKGROUND.
NOTE: THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOCABLE BY THE
BUILDING OFFICIAL FOR DUE CAUSE.
7. DECORATIVE MATERIALS: IN EVERY GROUP A, E, I, R-1 AND R-2 OCCUPANCIES ALL
DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL
INCLUDING CHRISTMAS TREES, THAT WOULD TEND TO INCREASE THE FIRE AND
PANIC HAZARD SHALL BE MADE FROM A NON FLAMMABLE MATERIAL, OR SHALL BE
TREATED AND MAINTAINED IN A FLAME-RETARDANT CONDITION BY MEANS OF A
FLAME-RETARDANT SOLUTION OR PROCESS APPROVED BY THE "STATE FIRE
MARSHAL". PER CALIFORNIA CODE OF REGULATIONS TITLE 19, ARTICLE 3,
SUBSECTION 3.08 -DECORATIVE MATERIALS. PROVIDE A CALIFORNIA STATE FIRE
MARSHAL CERTIFICATE OF FLAME RETARDANT OR A CALIFORNIA STATE FIRE
MARSHAL APPROVED TESTING LAB CERTIFICATION FOR ANY DECORATIVE
MATERIALS PRIOR TO FINAL INSPECTIONS. SAMPLES (4" X 12") ARE REQUIRED TO BE
SUBMIITED TO VCFD FOR TESTING AND APPROVAL.
8. ADDITIONAL EXIT SIGNS AND EMERGENCY LIGHTING MAY BE REQUIRED PRIOR TO
FINAL INSPECTION FOR OCCUPANCY. A PRELIMINARY WALK-THROUGH INSPECTION
IS RECOMMENDED.
9. MAXIMUM OCCUPANT LOAD SIGN(S) SHALL BE POSTED IN ASSEMBLY AREA(S).
10. ALL ACCESS ROADS FOR THE DEVELOPMENT SHALL BE INSTALLED WITH FIRST LIFT
OF ASPHALT PRIOR TO LUMBER DROP AND BUILDING CONSTRUCTION.
11. TALL FIRE HYDRANTS SHALL BE INSTALLED AND IN SERVICE PRIOR 70 BUILDING
CONSTRUCTION.
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a division of Plump Engineering, Inc. o
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835 F(714) 385-1834
www.plumpgroup.oom
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CONSTRUCTION & :
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2580 Fortune Way '.:;
Vista, CA 92081 ~
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REVISIONS
213117
AS NOTED
PEI Project Number. A.1605026
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~ ~~ MOUNTED IN RECESSED JUNCTION BOXES WITH FLUSH COVER PLATES. SURFACE MOUNTED CONDUIT, WIREMOLD, OUTLETS, ETC. WILL NOT
ij ;:,c;> BE PERMITTED UNLESS OTHERWISE NOTED. ~ ~ N z 13. VERIFY EXACT DIMENSIONS OF ALL OWNER SUPPLIED EQUIPMENT, FEATURES AND FIXTURES TO ASSURE A PROPER FIT WHERE EQUIPMENT, G O O 1 ;;' ~ FEATURES AND FIXTURES ARE SHOWN BUILT-IN TO NEW MILL WORK, UNDER COUNTER AND BETWEEN NEW AND EXISTING PARTITIONS. 0 !!i 1· ~ ~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~....l..~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1...-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ L~~~~~~~~~~~~~-
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404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be
provided when any obstruction within 18 inches {455 mm) of the latch side of a doorway
projects more than 8 inches (205 mm) beyond the face of the door. measured perpendicular
to the face of the door or gate.
~ 1]!rtlQ.
445
(a)
pu!lside
12min
305
~ 5 1'
~ 1-__ 5
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(c)
~ 05 1'
push side, door provided
with
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(b)
push side
Figure 404.2.4.S'llt8~~€ilbnces at Recessed Doors and Gates
404.2.6 Doors in Series and Gates in Series. The distance between tvvo hinged or pivoted
doors in series and gates in series shall be 48 inches {1220 mm) minimum plus the width of
doors or gates swinging into the space.
J
4!lJ.rl!D.
1220
:: • !4Bmin
1220 • 'f • 41
(a) (b)
t E t ' 48 min
1220 . '
(c)
Figure 404.2.6 Doors in Series and Gates in Series
404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on
doors ond gates shall comply with 309.4. Operable parts of such hardware shall be 34 inches
1865 mm) minimum and 48 inches (1220 mm) maximum above the finish floor or ground.
Where sliding doors are in the fully open position, operating hardware shall be exposed and
usable from both sides.
404.2.8.1 Door Closers and Gote Closers. Door closers and gate closers shall be adjusted so
that from an open position of 90 degrees, the time required to move the door to a position
of 12 degrees from the latch is 5 seconds minimum.
404.2.8.2 Spring Hinges. Door and gate sprtng hinges shall be adjusted so that from the open
position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds
minimum.
404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force
allowable by the appropriate administrative authortty. The force for pushing or pulling open a
door or gate other than fire doors shall be as follows:
1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum.
2. Sliding or folding doors: 5 pounds 122.2 N) maximum.
These forces do not apply to the force required to retract latch bolts or disengage other
devices that hold the door or gate in a closed position.
4042.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255
mmj of the finish floor or ground measured vertically shall have a smooth surface on the
push side extending the full width of the door or gate. Parts creating horizontal or vertical
joints in these surtacesshall be within 1 /16 inch (1.6 mm) ollhe same plane as the other.
Cavities created by added kick plates shall be capped.
404.2.11 Vision Lights. Doors, gates. and side lights adjacent to doors or gates, containing
one or more glazing panels that permit viewing through the panels shall hove the bottom of
at least one glazed panel located 43 inches {1090 mm} maximum above the finish floor.
404.3 Automatic and Power-Assisted Doors and Gates. Automatic doors and automatic gates
shall comply with 404.3. Full-powered automatic doors shall comply with ANSI/BHMA A 156.1 O
(incorporated by reference, see "Referenced Standards" in Chapter l ). Low-energy and
power-assisted doors sholl comply with ANSI/BHMA A 156. 19 (1997 or 2002 edition)
(incorporated by reference, see "Referenced Standards" in Chapter l}.
404.3.2 Maneuvering Clearance. Clearances at power-assisted doors and gates shall comply
with 404.2.4. Clearances at automatic doors and gates without standby power and serving an
accessible means of egress shall comply with 404.2.4.
404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and
turnstiles shall not be part of an accessible route.
~~--~~~~~~~~~-
405 Ramps
405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12.
405.3 Cross Slope. Cross slope of ramp runs shall not be steeper than 1 :48.
405.5 Clear Width. The clear width of a ramp run and, where handrails are provided, the clear
width belween handrails shall be 36 inches (915 mm) minimum.
405.6 Rise. The rtse for any ramp run shall be 30 inches (760 mm) maximum.
405.7 Landings. Ramps shall have landings at the top and the bottom of each ramp run.
Landings shall comply with 405.7.
I, 60 min I, I, 60 min I, 1 1525 1 1 1525 1
i I landing I ramp run / 1anding I ,
.&ieast as wide as ramp run
I, 60 min I, 1 1525 1
lamp ru n landing
re mp n r
la) (b)
straight change in direction
Figure 405.7 Ramp Landings
405.7.1 Slope. Landings shall have slope no steeper than 1 :48. Changes in level are not permitted.
405.7 2 Width. The landing clear width sholl be at least as wide as the widest ramp run
leading to the landing.
405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long minimum.
405.7.4 Change in Direction. Ramps that change direction between runs at landings shall have
a clear landing 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimum.
4D5.7.5 Doorways. Where doorways ore located adjacent to a ramp landing, maneuvering
clearances required by 404.2.4 and 404.3.2 shall be permitted to overtap the required landing
405.8 Handrails. Ramp runs with a rtse greater than 6 inches (150 mm) shall have handrails
complying with 505.
405.9 Edge Protection. Edge protection complying with 405.9 .1 or 405.9 .2 shall be provided on
each side of ramp runs and at each side of ramp landings.
405. 9 .1 Extended Floor or Ground Surface. The floor or ground surface of the ramp run or
landing shall extend 12 inches (305 mm) minimum beyond the inside face of a handrail
complying with 505.
12min 12 min
305 305
Figure 405.9. 1 Extended Floor or Ground Surface Edge Protection
405.9.2 Curb or Barrier. A curb or barriershall be provided that prevents the passage of a 4
inch (100 mm) diameter sphere, where ar1y portior1 of the sphere is withir14inches /100
mm) of the finish floor or ground surface.
G
X<± : ~ ;t-100
Figure 405.9.2 Curb or Barrier Edge Protection
406 Curb Ramps
406.1 General. Curb ramps on accessible routes shall comply with 406. 405.2 through 405.5,
and 405.10.
406.2 Counter Slope. Counter slopes of adjoining gutters and road surfaces immediately
adjacent to the curb ramp shall not be steeper than l :20. The adjacent surfaces at
transitions at curb ramps to walks, gutters, and streets shall be at the same level.
adjoining surface
maxi~ slope --
~ ll
ccurbramp
::, ' slsra
Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps
406.3 Sides of Curb Ramps. Where provided, curb ramp flares shall not be steeper than 1 :10.
flared sides 1 : 10 max slope
slope slope
Figure 406.3 Sides of Curb Ramps
406.4 Landings. Landings shall be provided at the tops of curb ramps. The landing clear
length shall be 36 inches (915 mm} minimum. The landing clear width shall be at least as
wide as the curb ramp, e.xcluding flared sides, leading to the landing.
36min
i
at least as wide as
curb ramp
Figure 406.4 Landings at the Top of Curb Ramps
---------------
406.5 Location. Curb ramps and the flared sides of curb ramps shall be localed so that they
do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb
ramps at marked crossings shall be wholly contained within the markings, excluding any flared
sides.
406.6 Diagonal Curb Ramps. Diagonal or comer type curb ramps with returned curbs or other
well-defined edges shall have the edges parallel to the direction of pedestrian flow. The
bottom of diagonal curb ramps shall have a clear space 48 inches {1220 mm) minimum
outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings
shall provide the 48 inches (1220 mm) minimum clear space within the markings. Diagonal
curb ramps with flared sidesshall have a segment of curb 24 inches (610 mm) long
minimum located on each side of the curb ramp and within the marked crossing.
24min
610
48min
1220
24rnin
610
Figure 406.6 Diagonal or Comer Type Curb Ramps
406.7 Islands. Raised islands in crossings shall be cut through level with the street or have
curb ramps at both sides. Each curb ramp shall have a level area 48 inches (1220 mm)
long minimum by 36 inches {915 mm) wide minimum at the top of the curb ramp in the
part of the island intersected by the crossings. Each 48 inch (1220 mm) minimum by 36
inch (915 mm) minimum area shall be oriented so that the 48 inch (1220 mm) minimum
length is in the direction of the running slope of the curb ramp it serves. The 48 inch {1220
mm) minimum by 36 inch (915 mm} minimum areas and the accessible route shall be
permitted to overlap.
~ i +-
(a) lb)
cut through at island curb ramp at island
Figure 406.7 Islands in Crossings
CHAPTER 6: PLUMBING ELEMENTS AND FACILITIES
602 Drinking Fountains
602.2 Clear Floor Space. Units sholl have a clear floor or ground space complying with 305
positioned for a forward approach and centered on the unit. Knee and toe clearance complying
with 306 shall be provided.
EXCEPTION: A parallel approach complying with 305 shall be permitted at units for children's
use where the spout is 30 inches {760 mm) maximum above the finish floor or ground and is
3 1 /2 inches (90 mm] maximum from !he front edge of !he uni!. including bumpers.
602.3 Operable Parts. Operable parts shall comply with 309.
602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish
floor or ground.
602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the
vertical support and 5 inches (125 mm) maximum from the front edge of the unit, including
bumpers. 5 max 15 min ~
Figure 602.5 Drinking Fountain Spout Location
602.6 Water Flow. The spout shaH provide a flow of water 4 inches {100 mm) high minimum
and shall be localed 5 inches (125 mm) maximum from the front of the unit. The angle of
the water stream shall be measured hortzontally relative to the front lace of the unit. Where
spouts are localed less than 3 inches (75 mm) of the front of the unit. the angle of the
water stream shall be 30 degrees maximum. Where spouts are located between 3 inches (75
mm) and 5 inches (125 mm) maximum from the front of the unit, the angle of the water
stream shall be 15 degrees maximum.
602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing
persons shall be 38 inches (965 mm) minimum and 43 inches (I 090 mm) maximum above
the finish floor or ground.
603 Toilet and Bathing Rooms
603.2 Clearances. Clearances shall comply with 603.2.
603.2.1 Turning Space. Turning space complying with 304 shaU be provided within the room.
603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning space shall be
permitted to overlap.
603.2.3 Door Swing. Doors shall not swing into the clear floor space or clearance required for
any fixture. Doors shall be permitted to swing into the required turning space.
603.3 Mirrors. Mirrors located above lovatortes or countertops shall be installed with the bottom
edge of the reflecting surface 40 inches (1015 mm) maximum above the finish floor or
ground. Mirrors not located above lavatories or countertops shall be installed with the bottom
edge of the reflecting surface 35 inches (890 mm) maximum above the finish floor or ground.
603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges
specified in 308. Shelvesshall be located 40 inches (1015 mm) minimum and 48 inches (1220
mm) maximum above the finish floor.
604 Water Closets and Toilet Compartments
604.2 Location. The water closet shall be positioned with a wall or partition to the rear and to
one side. The centerline of the water closet shall be 16 inches {405 mm} minimum to 18
inches {455 mm) maximum from the side wall or partition, except that the water closet shall
be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side wall or
partition in the ambulatory accessible toilet compartment specified in 604.8.2. Water closets
shall be arranged for a left-hand or rtght-hand approach.
ft.
(a)
wheelchair
accessible
water closets
ft.
lZ:12.
(b)
ambulatory
accessible water
closets
Figure 604.2 Water Closet Location
604.3.1 Size. Clearance around a water closet sholl be 60 inches (1525 mm) minimum
measured perpendicular from the side wall and 56 inches {1420 mm) minimum measured
perpendicular from the rear wall.
D ' , _,::
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60min k. J. .,, 'I
Figure 604.3. 1 Size of Clearance at Water Closets
604.3.2 Overlap. The required clearance around the water closet shall be permitted to overlap
the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks,
shelves, accessible routes, clear floor space and clearances required at other foctures, and the
turning space. No other fixtures or obstructions shall be located within the required water
closet clearance.
604.4 Seats. The seat height of a water closet above the finish floor shall be 17 inches (430
mm) minimum and 19 inches (485 mm) maximum measured to the top of the seal. Seats
shall not be sprung to return to a lifted position.
604.5 Grab Bars. Grab bars for water closets shall comply with 609. Grab bars shall be
provided on the side wall closest to the water closet and on the rear wall.
604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long minimum,
located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm)
minimum from the rear wall.
36_min
24min 12min
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side "'
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Figure 604.5.1 Side Wall Grab Bar at Water Closet.gure 604.5.2 Rear Wall Grab Bar at Water Closets
604.5.2 Rear Wall. The rear wall grab bar shall be 36 inches (915 mm) long minimum and
extend from the centerffne of the watercfoset l2inches (305 mmj minimum on one side and
24 inches {610 mm) minimum on the other side.
604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush
controls shall comply with 309. Flush controls shall be located on the open side of the water
closet except in ambulatory accessible compartments complying with 604.8.2.
604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7 inches (180
mmJ minfmum and 9 inches (230 mmJ maximum in front of fhe wafer crosef measured fo the
centerline of the dispenser. The outlet of the dispenser shall be 15 inches (380 mm) minimum
and 48 inches (1220 mm) maximum above the finish floor and shall not be located behind
grab bars. Dispensers shall not be of a type that controls delivery or that does not allow
continuous paper flow. (j_
,,,
'.C .. ? 15min max
<V
7-9
Figure 604.7 Dispenser Outlet Location
604.8 Toil et Compartments. Wheelchair accessible toilet compartments shall meet the
requirements of 604.8.1 and 604.8.3. Compartments containing more than one plumbing fixture
shall comply with 603. Ambulatory accessible compartments shall comply with 604.8.2 and
604.8.3.
604.8. 1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall comply
with 604.8. l.
604.8.1.1 Size. Wheelchair occessible compartmenlsshall be 60 inches (1525 mm) wide
minimum measured perpendicular to the side wall, and 56 inches (1420 mm) deep minimum
for wall hung water closets and 59 inches ( 1500 mm) deep minimum for floor mounted water
closets measured perpendicular to the rear wall. Wheelchair accessible compartments for
children's use shall be 60 inches {1525 mm) wide minimum measured perpendicular to the
side wall, and 59 inches (1500 mm} deep minimum for wall hung and floor mounted water
closets measured perpendicular to the rear wall.
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60 rnin
(a)
adult wall hung
water closet
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(b)
adult floor mounted water closet
and children's water closet
Figure 604.8.1. 1 Size of Wheelchair Accessible Toilet Compartment
4
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UNDERLAYMENT o PL YHOOD
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RAFTER TAILS PER PLAN
(MATCH EXISTING PROFILE) ------j--~
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DRIP SCREED
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PLUMPGROU~ ;,~c: .. ,-;-::::c u~·:-=-~., r:::,1c '-'=:-::\I=
a division of Plump Engineering, Inc.
914 E. KATELLA AVENUE
ANAHEIM, CALIFORNIA 92805
P (714) 385-1835 F(714) 385-1834
www.plumpgroup.com
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1---------------1:
JONWAYNE ~
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CONSTRUCTION & :
CONSUL TING :
2580 Fortune Way :
Vista, CA 92081 ;;;
(760) 522-1246 '.:
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* * , No. C-31217 ~~ RENEWAL ~ .,,0/2015 00,
OF CPc.J<
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REVISIONS
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