HomeMy WebLinkAbout2502 W McFadden Ave - PlanAREA OF WORK
3,289 S.F.
OCC. GRP. 'B'
EXISTING & PROPOSED USE
S.
S
U
L
L
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MCFADDEN AVE.
ALLEY
A PROPOSED COMMERCIAL TENANT IMPROVEMENT:
VICINITY MAP
GYPSUM BOARD
HOLLOW CORE
HOSE BIBB
FINISH (ED)
FINISH FLOOR
FEET, FOOT
FACE OF STUD
FLOOR DRAIN
FLUORESCENT
FURRED (ING)
FUEL GAS
FLOOR (ING)
FIREPLACE
EDGE BAND
ELEVATION
EQUAL
EXISTING
EXTERIOR GRADE
EXPOSED
EXTERIOR
EQUIPMENT
EACH
DETAIL
DOUBLE
DIAMETER
DIMENSION
DRAWER
DRAWING
DOUGLAS FIR
DOWN
DOOR
CIRCUIT
CLEAR
CEILING
BUILDING
CONCRETE
CONTINUOUS
COUNTER
CONSTRUCTION
COLUMN
ABOVE
AIR CONDITIONING
ALUMINUM
BLOCK (ING)
BOTTOM
ARCHITECT (URAL)
ABOVE FINISH FLOOR
BEAM
INSIDE DIAMETER
INTERIOR
LAVATORY
INCH
HARDWOOD
HORIZONTAL
AIR CONDITIONING
HEATING/VENTILATION/
HARDWARE
LAV
GYP BRD
HVAC
IN (")
INT
ID
HORIZ
HDWD
HDW
HC
HB
FL
FUR
FLUR
FG
FD
FOS
FIN
FP
FF
FT
ELEV
EQPT
EXP
EXT
(E)
EG
EQ
EGB
DWR
DWG
EA
DR
DBL
DTL
DIM
DF
DN
DIA
COL
CONT
CTR
CONST
CONC
CL
AFF
BM
BLK
BOT
CLG
BLDG
CIR
ARCH
ALUM
@
A/C
AT
ABV
SOLID SURFACE
VERIFY IN FIELD
VERTICAL
TELEPHONE
THROUGH
TYPICAL
STORAGE
SUSPENDED
STRUCTURAL
VINYL COMPOSITION TILE
VENT THRU CEILING
VENT THRU ROOF
STAINLESS STEEL
SPECIFICATION
WOOD BASE
WROUGHT IRON
WATER CLOSET
WITH
WITHOUT
WOOD
VTC
WC
WDB
WI
WD
VTC
VERT
VTR
W/
W/O
VIF
TEL
TYP
THRU
SS
STO
STR
SLD SUR
SUSP
SPEC
OPPOSITE HANDOPH
POLISHED
REFRIGERATOR
PROJECT
REFERENCE
PLYWOOD
PAINT (ED)
REMOVE (D) (ABLE)
PLASTIC LAMINATE
OUTSIDE DIAMETER
SHEET
SIMILAR
SOLID CORE
SLIDING
SINGLE
ROUND
SECTION
SCHEDULE
ROOM
RESILIENT
ROUGH OPENING
REVISION (S) REVISED
REQUIRED
SCH
SHT
SIM
SC
SGL
SECT
SLDG
RO
RD
REV
RM
RELS
POL
REM
RE
PROJ
REFR
REQD
OD
PNT
PWD
PLAM
MULLION
NOT TO SCALE
MINIMUM
MAXIMUM
MECHANICAL
MANUFACTURE (R)
NATURAL GRADE
NOT IN CONTRACT
MISCELLANEOUS
OFFICE
OPENING
ON CENTER
MAX
NIC
NG
NTS
OFF
O/C
OPN'G
MISC
MIN
MULL
MECH
MFG
WATER / WATER LINEWTR
SEWER / SEWER LINESWR
ABBREVIATIONS
COVER SHEET & SITE PLAN
EQUIPMENT PLAN
FLOOR PLAN
ARCHITECTURAL SECTION
MECHANICAL ROOF PLAN
MECHANICAL DETAILS
PLUMBING WATER PLAN
ELECTRICAL SECTION
PLUMBING SECTION
MECHANICAL SECTION
P1.0
E1.0
M1.1
M2.0
A2.0
A3.0
A1.0
PLUMBING GAS PLANP2.0
SHEET INDEX
call: TOLL FREE
1-800-422-4133
Number be issued before a Permit
Dig Alert Identification Number call
to Excavate will be valid. For your
Section 4216/4217 of the Government
Code requires a Dig Alert Identification
TWO WORKING DAYS BEFORE YOU DIG
(Southern California)(Northern California)
call: TOLL FREE
1-800-227-2600
(Nevada)
1-800-227-2600
call: TOLL FREE
UNDERGROUND SERVICE ALERT
THE INTERIOR WORK FOR A "REPAIR AND REPLACE IN-KIND" TENANT IMPROVEMENT OF AN
EXISTING LAUNDRY SHALL INCLUDE BUT NOT LIMITED TO THE FOLLOWING. PROJECT WILL BE
COMPLETED FOR THE SCOPE OF WORK:
1.WALLS, CEILING & FINISHES:
a.CONSTRUCTION OF NEW INTERIOR WALLS AND INTERIOR PARTITIONS AS SHOWN ON PLANS
b.NEW STOREFRONT GLASS PER PLANS
c.NEW CEILING, T-BAR AND HARD-LID. MODIFICATION OF EXISTING STOREFRONT DOORS
(REMOVE EXISTING STORE FRONT DOORS AND REPLACE WITH STOREFRONT GLASS)
2.PLUMBING SYSTEM:
a.INSTALLATION/ REPAIR OF UTILITY LINES FOR ALL EQUIPMENT AND/OR FIXTURES.
5.MECHANICAL SYSTEM:
a.INSTALLATION OF NEW DRYERS, EXHAUST TO EXISTING ROOF PENETRATIONS
6.ELECTRICAL SYSTEM:
a.EXISTING 600 AMP MAIN SERVICE AND SUB PANELS TO REMAIN.
b.INSTALLATION OUTLETS & J-BOXES
c.INSTALLATION OF NEW LIGHTING IN LAUNDRY AREA
SCOPE OF WORK
GOVERNING CODES AND REFERENCE STANDARDS
ALL EXISTING CONDITIONS INDICATED ON THESE DRAWINGS, INCLUDING BUT NOT LIMITED TO SIZES
AND LOCATIONS OF FOOTINGS, BEAMS, HEADERS, RAFTERS, JOISTS, TRUSSES, ETC, ARE BASED
UPON INFORMATION PROVIDED BY THE CONTRACTOR AND/OR PROPERTY OWNER OR
NONDESTRUCTIVE FIELD SURVEY. THESE EXISTING CONDITIONS MUST BE VERIFIED!
DURING CONSTRUCTION, SHOULD ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND
THESE DRAWINGS BE DISCOVERED, IT IS THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO
IMMEDIATELY NOTIFY MPA ARCHITECTS, INC. (619.236.0595) AND THE FIELD INSPECTOR.
EXISTING CONDITIONS
SITE ANALYSIS
NONE
CONSTRUCTION TYPE
NUMBER OF STORIES AND HEIGHT
AREA SEPARATION WALLS
1 STORY, 16' MAX HGT.
V-B
ARCHITECTURAL DETAILSA4.0
ARCHITECTURAL DETAILSA5.0
PROPOSED TENANT IMPROVEMENT AREA 3,289 SQUARE FEET
T.I. PROPOSED / EXISTING USE LAUNDRY
OCCUPANCY GROUP B
BUILDING SPRINKLED NO
ELECTRICAL POWER PLAN
PLUMBING WATER PLANP3.0
PLUMBING DETAILSP4.0
SANTA ANA, CA 92704
2502 MCFADDEN AVE.
SITE PLAN A
SHEET KEYNOTES
1.EXISTING ACCESSIBLE PARKING SPACE, STRIPING AND SIGNAGE. IN COMPLIANCE WITH
11B-502.3.1 NO CHANGE PROPOSED
2.EXISTING ACCESSIBLE ROUTE, (48 MIN. WIDTH WALKWAY) VERIFY OR PROVIDE 5%
MAXIMUM SLOPE IN THE DIRECTION OF TRAVEL, 2% MAXIMUM CROSS SLOPE (CBC
SECTION 11B-413.3) & (CBC SECTION 11B-403.5). .
3.EXISTING PUBLIC SIDEWALK.
4.EXISTING PARKING LOT, TYP.
5.EXISTING TRASH ENCLOSURE..
6.EXISTING 4" GAS METER
7.EXISTING SEWER CLEANOUT
8.EXISTING WATER METER
9.EXISTING ROOF ACCESS LADDER
10.EXISTING 600 AMP MAIN
11.EXISTING 2" WATER ENTRANCE
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3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
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:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
COVER SHEET/ SITE
A1.0
PARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2023
2022 CALIFORNAI ADMINISTRATION CODE, PART 1, TITLE 24 C.C.R.
2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R
2022 CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24
2022 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R
2022 PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R
2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.
2022 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R.
2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.
TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS.
E2.0 ELECTRICAL PANEL SCHEDULES
REFERENCE SHEET
REFERENCE SECTION
R1.0
SANTA ANA LAUNDRY
LEGAL DESCRIPTION LOT:17,18 TR#3423 N TR 3423
APN 407-031-16
CEILING PLANA2.1
E3.0 ELECTRICAL LIGHTING PLAN
E4.0 LIGHTING AND PLB TITLE 24
OCCUPANCY 31
NORTH
CIL CIL
1
2
3
3
4
5
6
7
8
40
'
85'
NORTH
9
10
CIL
11
A
A1.1
BUILDING CORRECTIONS 5-7-251
FEMA FLOOD ZONE X
SITE PLAN DETAILSA1.11
MECHANICAL PLANM1.0
1
Bldg #101123291
Elect #20185607
Plumb #30148659
Mech #40140225
APPROVALS:
PLNG - F. Arias
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - Y. Soto
ELECT/PLUMB/MECH - CSG
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3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
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DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
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O
P
O
S
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D
CO
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M
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R
C
I
A
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F
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:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
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A
A
N
A
,
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9
2
7
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
SITE DETAILS
A1.0
VAN ACCESSIBLE PARKING STALLS
NO SCALE 15C01
A
ALTERNATE SIGN LOCATION, SEE
PE
R
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P
L
A
N
(
M
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.
1
8
'
-
0
"
)
NOT EXCEED 1:50 GRADIENT (2.0%) IN ANY DIRECTION
2.
3.
4.
THE ADJOINING ACCESSIBLE ROUTE.
WHEELCHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED
A PARKING BUMPER IS REQUIRED WHEN NO CURB OR BARRIER IS
PROVIDED WHICH WILL PREVENT ENCROACHMENT OF CARS OVER
DISABLED PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS
5.
6.
AN ACCESSIBLE PATH OF TRAVEL TO THE FACILITY.
ACCESSIBLE ROUTE
OF DISABLED PARKING SPACES OR ADJACENT ACCESS AISLES.
ACCESS AISLE (LOADING/UNLOADING AREA) MUST CONNECT TO
CURB RAMPS MAY NOT ENCROACH INTO THE REQUIRED DIMENSIONS
CARS OTHER THAN THEIR OWN TO ACCESS AN ADJOINING
NOTES
1.SURFACE OF THE PARKING SPACE AND ACCESS AISLE SHALL
8.
3
3
%
M
A
X
12
"
M
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.
NO
PARKING
8'-0" AT VAN ACCESSIBLE9'-0" MIN.
12
"
M
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36"
O
/
C
4" WIDE PAINTED BLUE STRIPES
48
"
M
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.
2%
M
A
X
CURB
2% MAX
2% MAX
"NO PARKING" PAINTED IN WHITE LETTERS
NO LESS THAN 12 INCHES HIGH AND
LOCATED SO IT IS VISIBLE TO TRAFFIC
ENFORCEMENT OFFICIALSOTHERWISE 5'-0"
ACCESSIBLE PARKING SIGNAGE (WALL MOUNTED)
NO SCALE
B
1"
8"
1/
2
"
3"
1"
3"
1
1
/
2
"
1'-0"
1'
-
6
"
1.5" RADIUS1/
2
"
2"
2"
1"
2"
2"
9"
COLORS:
BORDERS & LEGEND - WHITE (RETROREFLECTIVE)
BACKGROUND - BLUE (RETROREFLECTIVE)
NOTE:
EACH PARKING SPACE RESERVED FOR PERSONS
WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY
A REFLECTORIZED SIGN PERMANENTLY POSTED
IMMEDIATELY ADJACENT TO AND FROM EACH STALL
OR SPACE, CONSISTING OF A PROFILE VIEW OF A
WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK
BLUE BACKROUND. THE SIGN SHALL NOT BE SMALLER
THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A
PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM
HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE
SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS
MAY ALSO BE CENTERED ON THE WALL AT THE
INTERIOR END OF THE PARKING SPACE AT A MINIMUM
HEIGHT OF 36" FROM THE PARKING SPACE FINISH
GRADE, GROUND OR SIDEWALK.
AT VAN ACCESSIBLE SPACES ONLY
PROVIDE ABOVE FINE SIGN
PARKING
ONLY
MINIMUM
FINE $250
VAN ACCESSIBLE
BOTTOM OF SIGNAGE TO BE MIN. 60" CLEAR ABOVE ADJACENT
GRADE WHEN NOT LOCATED WITHIN THE ACCESSIBLE PATH OF
TRAVEL. WHEN IN PATH OF TRAVEL PROVIDE 80" CLEAR MINIMUM
ACCESSIBLE PARKING SYMBOL
NO SCALE
1 1/2"
SYMBOL PAINTED HIGHWAY
OR EQUAL TO COLOR #15090
IN FEDERAL STANDARD 595A
BACKGROUND PAINTED BLUE
WHITE (TWO COATS)
2.
NOTES
1.
3'
-
0
"
5"
68°
3 1/2"
10
"
10" R
3"1 1/2"
5"
5"DIA
3"
93°
3"
3'-0"
C
1/2" SHIM SPACE
BACKER ROD & SEALANT
CONC. SLAB PER PLANS
BLDG. LINE (F.O. SLAB)
2 WINDOW SILL DETAIL 4 WINDOW JAMB DETAIL3WINDOW HEAD DETAIL
DSTOREFRONT DETAILS
N.T.S.
TEMPERED GLASS PER CBC SECTION 2406.3 SHALL BE UTILIZED IN THE
FOLLOWING LOCATIONS:
1.GLAZING IN ALL DOORS
2.GLAZING ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED
EDGE OF THE GLAZING IS WITHIN 24" OF EITHER VERTICAL EDGE
OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EDGE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE
THE WALKING SURFACE
3.ANY OTHER GLAZING THAT MEETS ALL FOUR OF THE FOLLOWING
CONDITIONS:
3.1.EXPOSED AREA OF GLAZING EXCEEDS 9 SQUARE FEET
3.2.EXPOSED BOTTOM EDGE OF GLAZING IS LESS THAN 18"
ABOVE THE FINISH FLOOR
3.3.EXPOSED TOP EDGE OF THE OF THE GLAZING IS GREATER
THAN 36" ABOVE THE FINISH FLOOR
3.4.GLAZING IS LOCATED WITHIN 36" OF A WALKING SURFACE
TEMPERED GLASS NOTES
STOREFRONT GLAZING
PPG SOLARBAN 60 (2) CLEAR1.
ALL STOREFRONT GLAZING SHALL CONSIST OF THE FOLLOWING,
UNLESS OTHERWISE NOTED ON TITLE 24 DOCUMENTS:
U-FACT = 0.572.
SHGC = 0.383.
MULLION SPACING TABLE
3'-0"
4'-0"
4'-8"
5'-6"
6'-4"8'-6"
9'-0"
9'-6"
10'-0"
11'-0"
STOREFRONT HEIGHT MAX. MULLION SPACING
STOREFRONT SYSTEM SPECIFICATIONS
1.DRAWINGS AND SPECIFICATIONS ARE BASED UPON THE SERIES 400 STACK FRAMING SYSTEM AS MANUFACTURED BY U.S.
ALUMINUM CORPORATION. EQUIVALENT SYSTEMS MANUFACTURED BY OTHERS WILL BE ACCEPTED WITH THE ARCHITECTS
APPROVAL.
2.WHEN COLORED FRAMES ARE SPECIFIED, STANDARD ACRYNAR OR DURANAR COLORS BY PPG AS MANUFACTURED BY U.S.
ALUMINUM SHALL BE USED. IT IS NOT THE INTENT OF THESE DRAWINGS TO MANDATE "SPECIAL" OR "CUSTOM" FRAME COLORS.
3.ALL EXPOSED FRAMING SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS BLEMISHES.
4.THE FRAMING SYSTEM SHALL PROVIDE CONTINUOUS HEAD AND SILL CHANNELS SPLICED TOGETHER WITH FORMED BRAKE
METAL SLEEVES AT CENTER OF VERTICAL MULLIONS AS REQUIRED FOR THERMAL EXPANSION AND TO INSURE A CONTINUOUS
SILL GUTTER TO HANDLE INFILTRATED WATER. THE SILL CHANNEL SHALL PROVIDE FOR EXTERIOR WEEPAGE THROUGH 1/4" DIA.
WEEP HOLES LOCATED AT APPROX. 6" ON EACH SIDE OF VERTICAL MULLIONS.
5.THE FRAMING SYSTEM SHALL PROVIDE FOR FLUSH GLAZING ON ALL SIDES WITH NO PROJECTING STOPS. VERTICAL AND
HORIZONTAL FRAMING MEMBERS SHALL HAVE A NOMINAL FACE DIMENSION OF 1 3/4". OVERALL DEPTH SHALL BE 4".
6.ENTRANCE DOOR STILES AND RAILS SHALL BE TUBULAR SECTIONS, ACCURATELY JOINED AT CORNERS WITH HEAVY CONCEALED
REINFORCEMENT BRACKETS SECURED WITH BOLTS AND SCREWS, AND SHALL BE MIG WELDED. DOORS SHALL HAVE SNAP-IN
STOPS WITH BULB GLAZING GASKETS BOTH SIDES OF GLASS. NO EXPOSED SCREWS SHALL BE PERMITTED EACH DOOR LEAF
SHALL BE EQUIPPED WITH AN ADJUSTING MECHANISM WHICH PROVIDES FOR MINOR CLEARANCE ADJUSTMENTS AFTER
INSTALLATION. PROVIDE WEATHERSTRIPPED DOOR STOPS AT FRAME JAMBS AND HEADER. THE ACTIVE MEETING STYLE OF ALL
PAIR OF DOORS SHALL HAVE AN ADJUSTABLE ASTRAGAL WITH DOUBLE LINE OF WEATHERSTRIP. DOOR BOTTOM RAIL SHALL
RECEIVE A CONCEALED WEATHERSTRIPPING INSERT
7.PROVIDE ONE SIGN AT EACH DOOR IDENTIFYING ACCESSIBILITY OF EACH ENTRANCE BOTH SIDES OF THE DOOR. THE SIGN
SHALL COMPLY WITH THE LATEST STATE TITLE 24 AND ADA REGULATIONS.
8.ALL OTHER MATERIALS NOT SPECIFIED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF STOREFRONT SYSTEM,
SHALL BE NEW, FIRST QUALITY OF THEIR RESPECTIVE KINDS, AND SUBJECT TO APPROVAL OF MPA ARCHITECTS.
9.SEALANT SHALL BE APPLIED AT ALL JOINTS AROUND THE STOREFRONT AND ALL OPEN JOINTS BETWEEN DISSIMILAR MATERIALS
IN THE EXTERIOR WALLS. SEALANTS USED AROUND THE STOREFRONT SYSTEM SHALL BE DOW CORNING SILICONE #732 OR
EQUAL, COLOR TO MATCH THE FRAME.
10.PROVIDE MAIL SLOT AT EACH MAIN ENTRANCE DOOR WHEN SPECIFIED
11.ALL GLASS FRAMING SHALL BE SET IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS AND SHALL BE LEVEL, SQUARE, PLUMB
AND IN ALIGNMENT WITH OTHER WORK IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL JOINTS
BETWEEN FRAMING AND THE BUILDING STRUCTURE SHALL BE SEALED IN ORDER TO SECURE A WATERTIGHT INSTALLATION.
12.AFTER INSTALLATION, THE GENERAL CONTRACTOR SHALL ADEQUATELY PROTECT EXPOSED PORTIONS OF ALUMINUM SURFACES
FROM DAMAGE BY GRINDING AND POLISHING COMPOUNDS, STUCCO, LIME, ACID, CEMENT, OR OTHER CONTAMINANTS. THE
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANING.
13.ALL NEW GLAZING (FENESTRATION PRODUCTS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE
U-VALUE.
ALUM. STOREFRONT
PER PLAN
EXTERIOR PLASTER OVER
PAPER BACKED MTL. LATH
INSULATION PER PLANS
25 GA GI. FLASHING
SHIM SPACE
ROD & SEALANT
SHIM SPACE
STUD WALL PER PLAN
ROD & SEALANT
25 GA. GI. FLASHING
EXTERIOR PLASTER OVER
PAPER BACKED MTL. LATH
GYP. BD. WITH METAL
EDGE BEAD
PLYWOOD
(WHERE OCCURS)
J-MOLD
STUD WALL PER PLAN
INSULATION PER PLAN
GYP. BD. WITH METAL
EDGE BEAD
WINDOW ASSEMBLY
PER PLAN
PLYWOOD
(WHERE OCCURS)
WINDOW ASSEMBLY
PER PLAN
24 GA. SHEET METAL DRIP
FLASHING w/ HEMMED EDGE,
PRE-FINISHED TO MATCH FRAME
BUILDING CORRECTIONS 5-7-251
B
A1.1
C
A1.1
1
FLOOR PLAN A1/4"=1'-0"
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3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
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1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
A2.0
FLOOR PLAN
SHEET KEYNOTES
GENERAL NOTES
EXITING NOTES
FIRE PROTECTION NOTES
1.THESE CONSTRUCTION DOCUMENTS HAVE BEEN SUBMITTED FOR REVIEW WITH THE INTENT OF
OBTAINING APPROVAL FOR A "COMPLETE BUILDING" INCLUDING ELECTRICAL, MECHANICAL AND
PLUMBING SYSTEMS. ALL EXIT FACILITIES, AND/OR ANY REQUIRED MODIFICATIONS TO ELECTRICAL,
MECHANICAL AND PLUMBING SYSTEMS SHALL BE SUBMITTED, REVIEWED AND APPROVED BY THE
APPROPRIATE GOVERNMENTAL AGENCIES PRIOR TO OCCUPANCY OF ANY INDIVIDUAL LEASE SPACE.
2.MAINTAIN MINIMUM 44" WIDE AISLES TO ALL EXITS EXCEPT WHERE NOTED OTHERWISE
3.PROVIDE OUTSIDE GAS SHUTOFF VALVE CONSPICUOUSLY MARKED.
4.CONTACT THE SERVING UTILITY COMPANY CUSTOMER PLANNING DEPARTMENT TO VERIFY LOCATION OF
ELECTRICAL AND GAS EQUIPMENT.
5.SEE STOREFRONT SPECIFICATION SHEET FOR SAFETY GLAZING REQUIREMENTS AT EXTERIOR DOORS
AND WINDOWS
6.WHEN WALLS AND CEILING ARE REQUIRED TO BE FIRE-RESISTIVE OR NON COMBUSTIBLE, THE FINISH
MATERIAL SHALL BE APPLIED DIRECTLY AGAINST SUCH FIRE-RESISTIVE OR NON-COMBUSTIBLE
CONSTRUCTION OR TO FURRING STRIPS NOT EXCEEDING 1 3/4". THE FURRED SPACE SHALL BE FILLED
WITH INORGANIC OR CLASS I MATERIAL OR FIRE STOPPED NOT TO EXCEED 8 FEET IN ANY DIRECTION
PER THE CURRENT EDITION OF THE C.B.C.
7.VENTILATION SHALL COMPLY WITH CURRENT EDITION OF THE C.B.C.
8.WATER HEATERS SHALL COMPLY WITH THE GOVERNING PLUMBING CODE FOR THERMAL EXPANSION
REQUIREMENTS.
9.VERIFY OR PROVIDE FIRE BLOCKS AND/OR DRAFT STOPS IN ALL EXISTING CONCEALED SPACES AS
REQUIRED IN THE CURRENT EDITION OF THE C.B.C.
10.ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED.
11.DECORATIVE MATERIALS AND TRIM INSTALLED IN BUILDINGS GOVERNED BY THE SFM SHALL COMPLY
WITH THE PROVISIONS OF CBC 806.
12.THERMAL AND ACOUSTICAL INSULATION SHALL COMPLY WITH CBC 719. (CBC 803.8)
ACCESSIBILITY NOTES
1.HAND ACTIVATED DOOR OPENING HARDWARE TO BE MOUNTED 34" TO 44" ABOVE THE FLOOR AND TO BE
OPENABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE.
2.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND
INTERIOR DOORS, APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING
OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED. THE
MAXIMUM EFFORT TO OPERATE FIRE DOORS MAY BE INCREASED UP TO 15 POUNDS IF ALLOWED BY THE
APPROPRIATE ADMINISTRATIVE AUTHORITY.
3.ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90° TO
THE CLOSED POSITION.
4.MAXIMUM HEIGHT OF THRESHOLD TO BE 1/2". MAXIMUM VERTICAL CHANGE AT EDGE IS 1/4" WITH A
MAXIMUM BEVEL OF 45°.
5.PROVIDE A 12" EQUILATERAL TRIANGLE (VERTEX POINTING UP) ON DOOR TO MEN'S FACILITIES AND A 12"
DIA. CIRCLE ON DOOR TO WOMEN'S FACILITIES. THESE SYMBOLS SHOULD BE OF CONTRASTING COLOR,
1/4" THICK AND CENTERED ON THE DOOR 60" HIGH.
6.PROVIDE MINIMUM CLEARANCE OF 18" FOR INTERIOR DOORS AND 24" FOR EXTERIOR DOORS FROM THE
STRIKE EDGE
7.HANDICAP ACCESSIBILITY IS REQUIRED FOR AREA, ENTRANCE AND PATH OF TRAVEL
8.AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN
ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF
ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND
FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS IN CURRENT EDITION OF THE C.B.C.
9.WHERE FIXED OR BUILT-IN TABLES, COUNTERS OR SEATS ARE PROVIDED FOR THE PUBLIC, AND IN
GENERAL EMPLOYEE AREAS, 5% (BUT NEVER LESS THAN ONE) MUST BE ACCESSIBLE.
10.THE TOPS OF TABLES AND COUNTERS SHALL BE 28" TO 34" FROM THE FLOOR. WHERE A SINGLE
COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION SUCH AS A BANK COUNTER WITH MULTIPLE
TELLER WINDOW OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5%
(BUT NEVER LESS THAN ONE TYPE OF EACH STATION) SHALL BE LOCATED AT A SECTION OF COUNTER
THAT IS AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH.
11.PROVIDE A LEVEL FLOOR OR LANDING ON EACH SIDE OF A DOOR NOT MORE THAN 1/2" LOWER THAN THE
THRESHOLD OF THE DOORWAY.
12.LANDINGS SHALL BE PROVIDED AT ALL EXIT DOORS. LANDINGS SHALL HAVE A WIDTH OF NOT LESS THAN
THE WIDTH OF THE DOOR SERVED WHICHEVER IS GREATER. DOORS SWINGING OVER LANDINGS SHALL
NOT REDUCE THE WITH BY MORE THAN SEVEN INCHES WHEN FULLY OPEN. WHEN SERVING 50 OR MORE,
THE DOOR IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH TO LESS THAN ONE-HALF.
LANDINGS SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES AND
THE LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 48 INCHES. THE MINIMUM PUSH SIDE
CLEARANCE OF 12 INCHES SHALL BE PROVIDED AT THE LANDING IF THE DOOR IS EQUIPPED WITH BOTH A
LATCH AND A CLOSER
13.THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH.
UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT
CREATING A TRAP HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH
SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE.
1.ALL INTERIOR WALL AND CEILING FINISH MATERIALS SHALL HAVE A MINIMUM CLASS III FIRE SPREAD
RATING AS SPECIFIED BY CURRENT EDITION OF THE C.B.C.
2.FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED OR AREA
SEPARATION WALLS. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION BUREAU
BEFORE THIS EQUIPMENT IS INSTALLED
3.COMPLETE PLANS AND SPECIFICATIONS FOR FIRE-EXTINGUISHER SYSTEMS, INCLUDING AUTOMATIC
SPRINKLERS AND WET AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF
AUTOMATIC FIRE-EXTINGUISHING SYSTEMS; BASEMENT PIPE INLETS; AND OTHER FIRE-PROTECTIONS
SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW
AND APPROVAL PRIOR TO INSTALLATION (CFC 901.2)
4.FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED
BY THE BUILDING INSPECTION DEPARTMENT PRIOR TO INSTALLATION.
5.FOAM PLASTICS SHALL NOT BE USED AS INTERIOR FINISH EXCEPT AS PROVIDED IN CURRENT EDITION OF
THE C.B.C.
6.ALL FINISH SURFACES OF WALL & CEILING MATERIALS SHALL NOT EXCEED A FLAME SPREAD RATING OF
200 AND A SMOKE DENSITY RATING OF 450 CURRENT EDITION OF THE C.B.C.
7.CONTRACTOR TO PROVIDE SUFFICIENT 2A10BC FIRE EXTINGUISHERS SO THAT AN EXTINGUISHER CAN
BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT REACHED WITHIN A SUITE.
EXTINGUISHER LOCATIONS MAY BE DETERMINED BY FIELD INVESTIGATION.
8.ALL INTERIOR VENEER SHALL COMPLY WITH CURRENT EDITION OF THE C.B.C.
9.CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS PER LOCAL FIRE MARSHALL
10.ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND
WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE
NUMBER OF SPRINKLERS IS 20 OR MORE. (CFC 903.4)
11.AUTOMATIC SPRINKLER SYSTEMS SERVING SPRINKLERS SHALL BE SUPERVISED BY AN APPROVED
CENTRAL, PROPRIETARY, OR REMOTE STATION SERVICE, OR A LOCAL ALARM WHICH WILL GIVE AN
AUDIBLE SIGNAL AT CONSTANTLY ATTENDED LOCATION
12.INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC, SECTION 907
13.FIRE EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CFC SECTION 903
14.AN APPROVED AUDIBLE SPRINKLER FLOW ALARM (BELL) SHALL BE PROVIDED ON THE EXTERIOR OF THE
BUILDING IN AN APPROVED LOCATION. (CFC 903.4.2)
1.ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY
OF NOT LESS 1 FOOTCANDLE AT THE FLOOR LEVEL.
2.ANY ROOMS OR AREAS THAT REQUIRE MORE THAN ONE EXIT SHALL BE PROVIDED WITH EXIT SIGNS
CONFORMING TO CURRENT EDITION OF THE C.B.C. MAIN EXTERIOR EXIT DOORS THAT OBVIOUSLY AND
CLEARLY ARE IDENTIFIABLE AS EXIT DOOR NEED NOT HAVE EXIT SIGNS WHEN APPROVED BY THE
BUILDING OFFICIAL.
3.WHERE EXIT SIGNS ARE SPECIFIED, ALL SIGNAGE SHALL BE INTERNALLY ILLUMINATED WITH AN
INTENSITY OF NOT LESS THAN FIVE FOOTCANDLES FROM EITHER OF TWO ELECTRIC LAMPS. ALL
ILLUMINATED EXIT SIGNS SHALL BE PROVIDED WITH A BATTERY BACKUP.
4.EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS
TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN
5.EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH.
6.ALL DOORS AND GATES SERVING A MEANS OF EGRESS SYSTEM AND BEING USED AS A COMPONENT OF A
MEANS OF EGRESS SYSTEM SHALL FULLY MEET THE DOOR REQUIREMENTS OF CURRENT EDITION OF THE
C.B.C.
7.ALL EXIT DOORS SHALL OPEN IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF
GREATER THAN 50
8.MAINTAIN MINIMUM 44" WIDE AISLES TO ALL EXITS UNLESS NOTED OTHERWISE
9.THE MAXIMUM NUMBER OF REQUIRED EXITS AND THEIR REQUIRED SEPARATION MUST BE MAINTAINED
UNTIL EGRESS IS PROVIDED FROM THE STRUCTURE.
10.PER CURRENT EDITION OF THE C.B.C. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED ON ALL EXIT
DOORS
11.DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT.
12.PROVIDE EMERGENCY LIGHTING WITH A BATTERY BACK IN ALL ROOMS OR AREAS WITH AN OCCUPANT
LOAD OF MORE THAN 100 OCCUPANTS.
13.AT EXIT SIGN LOCATIONS, TACTILE EXIT SIGNS ARE REQUIRED AT THE FOLLOWING LOCATIONS:
13.1.EACH GRADE-LEVEL EXTERIOR EXIT DOOR IDENTIFIED BY A TACTILE EXIT WITH THE WORD "EXIT"
13.2.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS
REQUIRED TO A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS
"EXIT ROUTE".
14.THE LEVER OF LEVER ACUATED LATCHES OF LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2
INCH OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS.
EXISTING WALLS TO REMAIN
FLOOR PLAN WALL LEGEND
NEW SOFFIT / WALL (CEILING HUNG)
A
A5.0
NEW INTERIOR METAL STUD WALL
3 5/8" x 25GA @ 16" O/C, U.N.O.
TACTILE EXIT SIGNAGE
EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD 'EXIT'.
TACTILE EXIT SIGNAGE SHALL COMPLY WITH THE FOLLOWING:
LETTERS ON SIGNS SHALL BE RAISED 1/32", SANS SERIF UPPERCASE CHARACTERS AND ARE
ACCOMPANIED BY GRADE 2 BRAILLE
BRAILLE DOTS SHALL 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, MEASURED
FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF THE SECOND CELL.
CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON- GLARE FINISH
CHARACTERS SHALL CONTRACT WITH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK
BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND).
LETTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND HAVE A STROKE
WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10
SIGNS SHALL BE INSTALLED ON THE LATCH SIDE OF THE DOOR.
SIGN MOUNTING HEIGHT SHALL BE 60" FROM FINISH FLOOR TO SIGN CENTERLINE.
MOUNTING LOCATION SHALL ALLOW A PERSON TO APROACH WITHIN 3" OF THE SIGNAGE WITHOUT
ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR.
RAISED CHARACTERS SHALL BE BETWEEN 5/8" AND 2" HIGH
BRAILLE DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKROUND.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
3 5/8" x 25GA @ 16" O/C, U.N.O.
OCCUPANT LOAD ANALYSIS
ROOM ROOM NAME
SYMBOL
SIZE
DOOR SCHEDULE
HARDWARE MATERIAL THICKNESS
DOORDOOR FRAME
MATERIAL REMARK
A
DOOR A CDOOR
WIDTH HEIGHT
LOCATION
STOREFRONT 7'-0"
B
C
D
N/A
FIRE RATING
SEE NOTES 1, 2, 3, 5, 6, 8
HARDWARE:
PER STOREFRONT SPECIFICATION SHEET
H2
H1
RESTROOM 3'-0"7'-0"1 3/4"TIMELY H2, H4 N/A
REFERENCE NOTES:
2-
1-PROVIDE DEADBOLT AT ALL EXTERIOR EXIT DOORS. ALL
LOCKS TO BE KEYED TO A MASTER KEY. INDIVIDUAL DOOR
KEYS AND MASTER KEY SHALL BE PROVIDED TO THE OWNER
IN DUPLICATE. FINISH TO MATCH LOCKSET.
DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE.
MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE
WITH A MAXIMUM EFFORT OF 5 POUNDS FOR EXTERIOR
DOORS AND 5 POUNDS FOR INTERIOR DOORS.
ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR
EFFORT.
3-
EXIT DOORS FROM GROUP A OCCUPANCIES SHALL NOT BE
PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC
HARDWARE.
4-
A FLOOR OR LANDING NOT MORE THAN 1/2" BELOW THE
THRESHOLD IS REQUIRED ON EACH SIDE OF ALL EXTERIOR
DOORS.
5-
SEE SHEET E1 FOR SPECIFIC REQUIREMENTS FOR
ELECTRICAL METER ROOM DOORS. VERIFY REQUIREMENTS
WITH LOCAL UTILITY COMPANY.
7-
A SIGN MAY BE PROVIDED AT OR NEAR THE EXIT DOOR
STATING "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS". THIS SIGNAGE IS ONLY ALLOWED AT THE
MAIN EXIT.
6-
SEE NOTES 2, 8 SELF CLOSER - NORTON 8501H3
PUSH/PULL KICKPLATE - H4 QH2300 3x12 PUSH S.S.
QH4390 3x12 PULL S.S.
QH 48 KICK PLATE S.S.
SCHLAGE S-SERIES LIGHT COMMERCIAL LOCKSETS,
JUPITER MODEL 613, SATIN CHROMIUM FINISH.
MISCELLANEOS HARDWARE (BUTTS, ETC.) TO MATCH
LOCKSET FINISH.
TYPE
DOOR
EXISTING
WOODSOLID CORE
VERIFY OR PROVIDE
INTERNATIONAL SYMBOL
OF ACCESSIBILITY PER
1117B.5.8, TYP.
10
"
UNDERCUT
1" MIN.
DDOOR
H
A4.0
INTERIOR 2'-6"7'-0"METAL 1 3/4"H2, H4 N/A SEE NOTES 2, 8. UNDER CUT 1"
MIN. EXITS
REQ'D
LOAD
FACTOR
OCCUPANTS EXITS
PROVIDED
ROOM
AREA (S.F.)
B
A5.0
D
A5.0
HOLLOW
METAL
HOLLOW
METAL
FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE COMPARABLE WITH ONE HAND AND SHALL NOT
REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. LEVER OPERATED, PUSH-TYPE AND
ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF-CLOSING VALVES ARE ALLOWED IF THE
FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SECTION 11B-606.4.
THE ACCESSIBLE SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34” ABOVE FINISH
FLOOR. KNEE CLEARANCE THAT IS AT LEAST 27” HIGH, 30” SIDE, AND 10” UNDERNEATH THE SINK SHALL BE
PROVIDED. HOT WATER AND DRAIN SHALL BE INSULATED OR OTHERWISE CONFIGURED SO AS TO PROTECT
AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE SINK. SECTION 11B-606.
A CLEAR FLOOR SPACE AT LEAST 30” X 48” SHALL BE PROVIDED FOR FORWARD APPROACH AND SHALL BE ON AN
ACCESSIBLE ROUTE. THE CLEAR SPACE SHALL EXTEND A MAXIMUM OF 19” UNDERNEATH THE SINK. SECTION
11B-606.2.
14
15
16
FIRE PROTECTION NOTES CONTINUED
1.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR
APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE
STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST IN COLOR TO THE
BACKGROUND. NUMBERS SHALL BE A MINIMUM OF 4” HIGH WITH A MINIUM STROKE WIDTH OF ½ INCH.” CFC
SECTION 505.1.
2.WHERE ACCESS TO OR WITHIN A STRUCTURE OR AN AREA IS RESTRICTED BECAUSE OF SECURED OPENINGS OR
WHERE IMMEDIATE ACCESS IS NECESSARY FOR LIFE-SAVING OR FIRE-FIGHTING PURPOSES, THE FIRE CODE
OFFICIAL IS AUTHORIZED TO REQUIRE A KEY BOX TO BE INSTALLED IN AN APPROVED LOCATION. THE KEY BOX
SHALL BE OF AN APPROVED TYPE AND SHALL CONTAIN KEY(S) TO GAIN NECESSARY ACCESS AS REQUIRED BY THE
FIRE CODE OFFICIAL.” CFC SECTION 503.6.
3.WHEN SPRINKLERS ARE REQUIRED SUBMIT FIRE SPRINKLER TENANT IMPROVEMENT PLANS TO FIRE
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.” CFC SECTION 901.4.
4. POTABLE FIRE EXTINGUISHER(S) SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CFC 906, TABLE
906.3(1) AND CHAPTER 3, TITLE 19 CCR.”
5.THIS PROJECT WILL BE IN COMPLIANCE WITH THE CURRENT EDITIONS OF NFPA, CFC, TITLE 19 AND LOCAL CITY
OF NATIONAL CITY MUNICIPAL CODES.”
6.REQUESTS FOR INSPECTIONS SHALL BE MADE 48 HOURS IN ADVANCE. INSPECTIONS SHALL BE MADE ONCE
WORK IS COMPLETE, UTILIZING APPROVED AND STAMPED PLANS. CONTRACTOR SHALL BE REQUIRED TO HAVE
THE APPROVED PLANS ON SITE PER CODE.”
1.EXISTING STOREFRONT TO REMAIN.
2.VERIFY OR PROVIDE INTERNATIONAL SIGN OF ACCESSIBILITY AT PUBLIC ENTRANCE PER DETAIL
E/A5.0.
3.EXISTING 3070 STOREFRONT DOOR TO BE REMOVED AND REPLACED WITH STOREFRONT GLASS
4.OPENING IN WALL FOR COIN MACHINE / CARD READER
5.NEW ACCESSIBLE WATER CLOSET
6.NEW LAVATORY
7.NEW PLUMBING TROUGH INSIDE OF BULKHEAD.
8.NEW BULKHEAD MILLWORK.
9.NEW FOLDING TABLE / COUNTER
10.NEW ACCESSIBLE FOLDING TABLE. 34" MAX HEIGHT.
11.EXISTING ELECTRICAL PANEL, SEE ELECTRICAL PLANS.
12.NEW CHAIRS AND FURNITURE
13.NEW LAUNDRY EQUIPMENT, REFER TO EQUIPMENT PLAN.
17.TACTILE EXIT SIGN (SEE DETAIL D/A4.0)
18.NEW TANKLESS WATER HEATERS
19.EXISTING GAS METER
EXISTING 3'-0"
NEW
INTERIOR 7'-0"WOOD 1 3/4"TIMELY H2, H4 N/A SEE NOTES 2, 8SOLID CORENEW3'-0"
1
TOTALS 31
1
3,289 SQ. FT.
2,586 100 25 1
100
101 260 100 2
102 318 100 3 1
1
105
63 N/A 0 1
SERVICE BAY AREA
2
2
2
1
2
LAUNDRY AREA
RESTROOM
UTIL. ROOM / SERVICE BAY AREA
103 62 100 1 1SECURE ROOM 2
104
GLAZING AT STOREFRONT DOOR IS TEMPERED8-
W/ 1/2" GYP. BD. EACH SIDE
W/ 1/2" GYP. BD. ON LAUNDRY SIDE
84'-2"
39
'
-
1
"
39
'
-
1
"
8'-0"5'-3 1/4"49'-11 1/4"11'-1 1/2"9'-10 1/4"
6'
-
0
"
3'
-
4
"
23
'
-
3
1
/
2
"
6'
-
5
1
/
2
"
9'
-
3
"
11
'
-
0
"
4'
-
0
"
7'
-
1
1
/
2
"
7'
-
1
1
/
2
"
7'
-
1
1
/
2
"
6'-2"
8'-8 3/4"
1 23 32
4
5
6
9 TYP.
813TYP.
9 TYP.9 TYP.9 TYP.9 TYP.
9 TYP.
9 TYP.
111111
100
LAUNDRY
AREA
2,586 SQ. FT.
104
EXISTING RESTROOM
63 SQ. FT.
102
101
UTILITY ROOM/
SERVICE BAY AREA
260 SQ. FT.
102
SERVICE BAY AREA
318 SQ. FT.
103
SECURE ROOM
62 SQ. FT.
A
6'
-
1
3
/
4
"
6'-7 1/4"
6'
-
4
1
/
2
"
5'-6 1/2"5'-9"5'-10 3/4"5'-6 3/4"6'-9 3/4"
8'
-
8
1
/
4
"
5'
-
1
1
"
5'
-
1
1
"
5'
-
1
1
"
5'
-
1
1
"
5'
-
1
1
"
7'
-
5
"
8'
-
1
0
1
/
4
"
7 7 7
7
8
12
TYP.
12
TYP.
12
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
13
TYP.
11
11
9 TYP.
9 TYP.9 TYP.
A
A6.0
B
NEW
C D
D
BDOOR
8 8
8
4
4
18
TYP. OF 4
D
A1.1
D
A1.1
BUILDING CORRECTIONS 5-7-25
11
EC1 EC1
EC1
EC1
CEILING PLAN A1/4"=1'-0"
M
P
A
A
R
C
H
I
T
E
C
T
S
I
N
C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
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1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
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2
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
A2.1
CEILING PLAN
(E) GYP. BD. CLG.
@ 8'-0" A.F.F.
OPEN TO
STRUCTURE ABOVE
(E) GYP. BD. CLG.
@ 8'-0" A.F.F.
OPEN TO
STRUCTURE ABOVE
EXIT LIGHT w/ EMERGENCY
BATTERY PACKEXITD
FIXTURE SCHEDULE
SYMBOL NOTATION MANUF. & CATALOG NO.DESCRIPTION LAMP
RESTROOM EXHAUST FANE
LETTERS TO BE GREEN IN
COLOR
B
INCLUDED RECESSED TYPE W / EDGE -
LIT CLEAR ACRYLIC BLADE
OR EQUAL
BROAN MODEL NO. S13060W (TOTAL)
C
44W
LED
FSG
CAT# FSG-TF24352' x 2' LED LAY-IN
A
STRIP LIGHT
4' - LED TRADITIONAL LINEAR SUPERIOR LIGHTING
25W (TOTAL)S18057
6201V-4FT-50W-40K-D
GLOBALUX 2'x4' RECESSED
LED
40 W (TOTAL)LCB-24-40-MVD-840
(OR APPROVED EQUAL)
6.2 CEILING AREAS OVER 2500 SQ.FT. MUST HAVE SEISMIC SEPARATION JOINTS OR FULL
HEIGHT PARTITIONS THAT BREAK THE CEILING INTO AREAS NOT EXCEEDING 2500 SQ.FT.
6.1 ALL CEILINGS SHALL USE A HEAVY DUTY T-BAR GRID SYSTEM
6.SUSPENDED ACOUSTICAL CEILING SYSTEM IN SEISMIC DESIGN CATEGORY D, E OR F SHALL
COMPLY WITH ASCE 7-05, SECTION 13.5.6.2.1 AS FOLLOWS:
12.SUSPENDED ACOUSTICAL CEILINGS SHALL COMPLY WITH SECTION WITH CBC SECTION 808.1 AND 808.1.1.1
AND MEET BOTH FLAME SPREAD AND SMOKE DEVELOPED RATINGS
12'-0"
MAX.
6'-0"
MAX.
6'
-
0
"
MA
X
.
8"
6'-0"
MAX.
12'-0"
MAX.
11.IF PARTITIONS ARE ATTACHED TO THE SUSPENDING SYSTEM THEY MUST BE LATERALLY BRACED TO THE
BUILDING STRUCTURE.
10.CEILINGS WITHOUT RIGID BRACING MUST HAVE 2 INCHES OVERSIZED TRIM RINGS FOR SPRINKLERS AND
OTHER PENETRATIONS.
9.RIGID BRACING MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES. RIGID BRACING MUST LIMIT CEILING
MOVEMENT TO LESS THAN 1/4" AT THE POINT OF ATTACHMENT.
MAX.
8"4'-0"
MAX.
2.WHITE #769-A CORTEGA CEILING TILE BY ARMSTRONG, OR EQUAL, U.N.O.
24" x 48" DONN DX SUSPENDED CEILING SYSTEM BY USG CORP., OR EQUAL. ICC #ESR-12221.
SUSPENDED CEILING SPECS:
1.SUSPENDED ACOUSTICAL CEILING SYSTEM IN SEISMIC DESIGN CATEGORY D, E OR F SHALL BE INSTALLED
IN ACCORDANCE WITH THE REQUIREMENTS OF ASCE 7-10, CHAPTER 13 AND CBC SECTION 803.9
3.TERMINALS OR SERVICES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY
FROM THE STRUCTURE ABOVE BY APPROVED HANGERS.
2.TERMINALS OR SERVICES WEIGHTING 20 POUNDS, BUT NOT MORE THAN 56 POUNDS, IN
ADDITION TO THE ABOVE, SHALL HAVE TWO No. 12 GA. HANGERS CONNECTED FROM THE
TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE.
MECHANICAL:
1.CEILING-MOUNTED AIR TERMINALS OR SERVICES WEIGHTING LESS THAN 20 POUNDS SHALL BE
POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS
WITH THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS.
1.
LIGHTING FIXTURES:
2.
3.
4.
ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM.
THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 % OF THE LIGHTING FIXTURE
WEIGHT ACTING IN ANY DIRECTION. NO. 12 GAGE HANGERS SHALL BE ATTACHED TO THE GRID
MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE
COMMON WIRES.
PENDANT-HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE
ABOVE USING NO. 9 GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE
CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT.
LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM
THE STRUCTURE ABOVE BY APPROVED HANGERS.
LIGHTING FIXTURE WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE
REQUIREMENTS OUTLINED ABOVE, TWO NO. 12 GAGE HANGERS CONNECTED FROM THE
FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.
1.
4.
3.
5.
2.
STRUCTURAL NOTES:
VERTICAL HANGERS: SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAGE SPACED
AT 4'-0" ON CENTER OR NO. 10 GAGE AT 5'-0" ON CENTER ALONG EACH MAIN RUNNER UNLESS
CALCULATIONS JUSTIFYING THE INCREASED SPACING ARE PROVIDED. EACH VERTICAL WIRE
SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE SUPPORT ABOVE
WITH A MINIMUM OF THREE TURNS. ANY CONNECTION DEVICE AT THE SUPPORTING
CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION
WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES
ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR
EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS
PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO
BACK 1 1-1/4" COLD - ROLLED CHANNELS FOR SPANS EXCEEDING 48".
LATERAL FORCE BRACING: HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12
GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN TWO INCHES OF THE CROSS RUNNER
INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING
45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT FASTEN TO THE MAIN RUNNER SHALL
BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR
FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT
INDUCTED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE
PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4'-0" FROM
EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE SHALL BE
ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A
MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED
WITH BRACING RESTRAINS FOR HORIZONTAL FORCE. BRACING WIRES SHALL BE ATTACHED TO
THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN
LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS
GREATER, WITH A SAFETY FACTOR OF 2.
PERIMETER MEMBERS: UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE
APPROVED SYSTEM, WALL ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC
CLOSURES AND WITH NO STRUCTURAL VALUE. FOR TILE CEILINGS, ENDS OF MAIN RUNNERS
AND CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING.
MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT
TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED
AT THE TWO OTHER WALLS.
PERIMETER HANGERS: THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER
SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL OR CEILING
DISCONTINUITY WITH NO. 12 GAGE WIRE OR APPROVED WALL SUPPORT.
1.
1.
3.
2.
4.
3.
6.
7.
8.
5.
4.
2.
c.
b.
d.
a.
INSTALLATION OF COMPONENTS:
GENERAL STATEMENT:
WHERE THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE
PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING
METHOD SHALL BE USED.
INTERSECTING WEBS AND FLANGES OF STRUCTURAL MEMBERS SHALL FORM ANGLES BETWEEN
THEM OF 90 DEGREES +/- 2 DEGREES.
CARRYING CHANNELS AND MAIN RUNNERS SHALL BE INSTALLED SO THAT THEY ARE ALL LEVEL
TO WITHIN 1/8 INCH IN 12 FEET. LOCAL KINKS OR BENDS SHALL NOT BE MADE IN HANGER WIRES
AS A MEANS OF LEVELING CARRYING CHANNELS.
CROSS RUNNERS SHALL BE SUPPORTED BY EITHER MAIN RUNNERS OR BY OTHER CROSS
RUNNERS NOT WITHIN 1/32 INCH OF THE REQUIRED CENTER DISTANCES.
WIRE HANGERS FOR SUSPENDING CARRYING CHANNELS OR MAIN RUNNERS FROM AN EXISTING
STRUCTURE SHALL BE A MINIMUM OF NO. 12 GAGE, GALVANIZED, SOFT ANNEALED, MILD STEEL
WIRE. EACH ATTACHMENT SHALL BE WITH A MINIMUM OF THREE TURNS IN 3 INCHES.
GENERAL NOTES:
SECURE WIRES TO STRUCTURE ABOVE WITH #10 (.190) THREADED SCREW OR EQUIVALENT SCREW EYE
AT SOLID MEMBERS.
CABLE TRAYS, ELECTRICAL CONDUITS AND PIPING SHALL BE INDEPENDENTLY SUPPORTED AND
INDEPENDENTLY BRACED FROM THE STRUCTURE.
POSITIVE BRACING TO THE STRUCTURE SHALL BE PROVIDED AT CHANGES IN THE CEILING PLANE
ELEVATION OR AT DISCONTINUITIES IN THE CEILING GRID SYSTEM.
THE SUSPENDED CELINGS AND LIGHTING SYSTEMS SHALL BE LIMITED TO 6 FEET BELOW THE STRUCTURAL
DECK UNLESS THE LATERAL BRACING IS DESIGNED BY A LICENSED ENGINEER OR ARCHITECT.
SUSPENDED CEILING ASSEMBLIES LOCATED ALONG MEANS OF EGRESS SERVING AN OCCUPANT LOAD OF
30 OR MORE WHERE THE VERTICAL DISTANCE BETWEEN THE CEILING AND THE STRUCTURAL DECK SHALL
COMPLY WITH THE FOLLOWING PROVISIONS:
PERIMITER MEMBERS: A MINIMUM WALL ANGLE SIZE OF AT LEAST A TWO INCH HORIZONTAL LEG SHALL BE
USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITIONS. THE FIRST CEILING TILE SHALL
MAINTAIN 3/4" CLEAR FROM THE FINISH WALL SURFACE. AN EQUIVALENT ALTERNATIVE DETAIL THAT WILL
PROVIDE SUFFICIENT MOVEMENT DUE TO ANTICIPATED LATERAL BUILDING DISPLACEMENT MAY BE USED
IN LIEU OF THE LONG LEG ANGLE SUBJECT TO THE APPROVAL OF THE SUPERINTENDENT OF BUILDING.
ALL LAY-IN PANELS SHALL BE SECURED TO THE SUSPENSION CEILING ASSEMBLY WITH TWO HOLD
DOWN CLIPS MINIMUM FOR EACH TILE WITHIN A 4-FOOT RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS.
INDEPENDENT SUPPORTS AND BRACES SHALL BE PROVIDED FOR LIGHT FIXTURES REQUIRED FOR
EXIT ILLUMINATION. POWER SUPPLY FOR EXIT ILLUMINATION SHALL COMPLY WITH THE
REQUIREMENTS OF CBC SECTION 1006.3.
SEPARATE SUPPORT FROM THE STRUCTURAL DECK SHALL BE PROVIDED FOR ALL APPENDAGES
SUCH AS LIGHT FIXTURES, AIR DIFFUSERS, EXIT SIGNS, AND SIMILAR ELEMENTS.
CEILING SUSPENSION SYSTEMS SHALL BE CONNECTED AND BRACED WITH VERTICAL HANGERS
ATTACHED DIRECTLY TO THE STRUCTURAL DECK ALONG THE MEANS OF EGRESS SERVING AN
OCCUPANT LOAD OF 30 OR MORE AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES.
SPACING OF VERTICAL HANGERS SHALL NOT EXCEED 2 FEET ON CENTER ALONG THE ENTIRE LENGTH
OF THE SUSPENDED CEILING ASSEMBLY LOCATED ALONG THE MEANS OF EGRESS OR AT THE LOBBY.
SPRINKLER HEADS (DROPS) EXCEPT FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING
ASSEMBLIES, SHALL BE DESIGNED TO ALLOW FOR FREE MOVEMENT OF THE SPRINKLER PIPES WITH
OVERSIZE RINGS, SLEEVES OR ADAPTORS THROUGH THE CEILING TILE, IN ACCORDANCE WITH SECTION
13.5.6.2.2(e) OF ASCE 7. SPRINKLER HEADS PENETRATING FIRE-RESISTANCE-RATED FLOOR/CEILING OR
ROOF/CEILING ASSEMBLIES SHALL COMPLY WITH CBC SECTION 712.
CROSS TEE CONNECTION
HOLD DOWN CLIP
WALL ANGLE SUPPORT
FASTENED TO GRID
FASTENER
SEISMIC ELEVATION CHANGE BRACING
CHANNEL MOLDING
FASTENER
TRACK OR ALTERNATE
COVER
2"
SEISMIC SEPARATION JOINT
PERIMETER STARTER WALLS
12 GA. VERTICAL
HIRE HANGER
MAIN TEE (RESTRAINED)
STABILIZER BAR
MIN.
3/4"
2"
MIN.
ACOUSTIC CEILING TILE
METAL CLIP ANGLE w/
2-POP RIVETS EACH LEG
8"
MAX.
CROSS TEE (RESTRAINED)
STABILIZER BAR
METAL CLIP ANGLE w/
2-POP RIVETS EACH LEG
8"
MAX.
2"
MIN.
MIN.
3/4"
RUNNER TEES
COMPRESSION
STRUT
ELEVATION
MAX.
8"
MAX.
OPPOSITE WALLS
45°45°
ACOUSTIC CEILING TILE
2"MAX.
CROSS "T" 24" O.C.
MAIN "T" 48" O.C.
LIGHT ZINC-COAT FINISH
DOUBLE 18 GA. OR 9 GA.
STEEL HANGER WIRES AT
4"-0" O.C. EACH WAY SECURE
TO STRUCTURE FROM ABOVE
GRID PERIMETER RIVETED
STABILIZER BAR
COMPRESSION STRUT
NO. 12 GA. WIRE HANGERS
AT 4'-0" O.C. EACH WAY.
12'-0"
MAX.
6'-0"
MAX.
MA
X
.
4'
-
0
"
MA
X
.
6'
-
0
"
MA
X
.
12
'
-
0
"
MA
X
.
8"
FI
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ROOF AS OCCURS 4 NO. 12 WIRES SPLAYED 45°
IN FOUR DIRECTIONS 90
DEGREES APART
NO. 12 GA. WIRE
HANGERS AT 4'-0"
O.C. EACH WAY
FIRST WIRE
6'-0"
MAX.
FLOOR AS OCCURS.
CLEAR
12'-0"
MAX.
ATTIC AS OCCURS 3/4" MIN.
NO SCALE
SUSPENDED CEILING SYSTEM, DETAILS AND SPECIFICATIONS
SEISMIC PLAN
IMPORTANT NOTE:
NO SPLAY WIRES OR
COMPRESSION STRUTS
ARE REQUIRED FOR
ACCOUSTIC CEILINGS
LESS THAN 1,000 SQUARE
FEET IN AREA PER
A.S.T.M. E 580/E 580M-90a
SECTION 5.2.8.1
B
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
C
C
B
B
BBBBBBB
B
B
EXIT D
(N) SUSPENDED
CLG.
@ 10'-0" A.F.F.
B
A2.1
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
FL40FL40FL40 FL40FL40FL40
D45SD45SD45S
FL20FL20FL20
FL20FL20FL20
FL20FL20FL20
FL20FL20FL20
FL20FL20FL20
FL20FL20FL20
FL20FL20FL20
D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S D45SD45SD45S FL80FL80FL80 FL80FL80FL80 FL80FL80FL80
D75D75D75
D75D75D75
D75D75D75
D75D75D75
D75D75D75
D75D75D75
D75D75D75SM1SM1
FL80FL80FL80
FL80FL80FL80
FL80FL80FL80
FL80FL80FL80
PCPC
VCVC
EC1EC1EC1 EC1EC1EC1
EC1EC1EC1
EC1EC1EC1
M
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3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
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2
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.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
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V
E
M
E
N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
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.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
A3.0
EQUIPMENT PLAN
EQUIPMENT A1/4"=1'-0"
1 VALUE CENTER SPEED QUEEN -VC 42 19.3"7.8"15.5"
PC 1 33.6"101 24"11.8"PAYMENT CENTER SPEED QUEEN MOUNTING BASE PROVIDED BY SEE DETAILS
E/A6 & F/A6. ALSO SEE DETAIL G/A8
4 TANKLESS WATER HEATER
NAVIEN NPE-240A 199 CFHWH 27.4"82 17.3"13"PER INSTALLATION MANUAL
1 AMERICAN STD. ISLAND SINK SINGLE
COMPARTMENT, SELF RIMMINGHS1 ----MODEL 7185803.208. (HOME DEPOT), WITH ADA
FAUCET & DRINK FOUNTAIN BUBBLER HEAD
EC1
17 DRYING TUMBLER, 45 POUND (STACKED UNIT)
SPEED QUEEN
PROVIDE 288 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D45S 81 1/16"34 1/2"673 48 5/8"
7 FRONT LOAD WASHER, 20 POUND
SPEED QUEEN SC20
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL20 42"390 26"25 5/8"
24 FRONT LOAD WASHER, 40 POUND
SPEED QUEEN SC40
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL40 706 47"30 5/8"36"
7 FRONT LOAD WASHER, 80 POUND
SPEED QUEEN SC80 SEE DETAIL H/A8 FOR CONNECTION TO SLABFL80 56"51 5/8"41 1/2"1406
7 DRYING TUMBLER, 75 POUND
SPEED QUEEN
PROVIDE 250 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D75 76 5/8"615 38 5/8"53"
SYMBOL NUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION WEIGHT & DIMENSIONS
WIDTH HEIGHTDEPTHWEIGHT
LBS.
VM1 2 VENDING MACHINE
DRINK DISPENSER 640 ±39 1/2" ±72" ±31 1/2" ±CONTRACTOR MUST VERIFY EQUIP. DIMENSIONS
W/ PWS PRIOR TO FRAMING OPENING
1 EXHAUST FAN BROAN 505 OR EQUAL SEE DETAIL C/M2EF1 ----
1 24" ECONOMY FLOOR MOP SINK W/
COMMERCIAL GRADE, WALL MTD. FAUCET
# 829-001 (WWW.CENTRALRESTAURANT.COM)
OR EQUAL ( SEE DETAILS H/P5 & I/P5)MS1 ----
1WC1 ----
1LAV1 ----
AMERICAN STANDARD PRESSURE
ASSISTED TOILET
AMERICAN STANDARD WALL HUNG LAV
LUCERNE 0356421, WHITE
PROVIDE ZURN CONCEALED ARM
CARRIER OR EQUAL
CADET FLOWISE 2467136
TOILET SEAT 5905.100
CM1 1 34"376 29 1/4"18"CHANGE MACHINE, REAR LOAD
MODEL SC 34RL-D, BY "CHANGE-MAKERS INC."
MOUNTING BASE PROVIDED BY PWS SEE
DETAILS E/A6 & F/A6. ALSO SEE DETAIL G/A8
30" CLR
48
"
C
L
R
30" CLR
48
"
C
L
R
30" CLR
48
"
C
L
R
MS1
WC1
LAV1
WH
WH
WH
VM1 VM1
WH
4 SEE DETAILS D/M2 DOWN DISCHARGEEC1 29"45"199 45"EVAPORATIVE COOLER 5,500 CFM
BREEZAIR TBQI 5500 25.9 K BTU
-
1
BUILDING CORRECTIONS 5-7-251
1
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C
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C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
p
y
r
i
g
h
t
2
0
2
5
,
M
P
A
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n
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.
.
A
l
l
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i
g
h
t
s
r
e
s
e
r
v
e
d
.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
R
O
V
E
M
E
N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
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D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
A4.0
DETAILS
SINGLE ACCOMMODATION TOILETS
Definition: Single-Accommodation Sanitary Facility.
Single-accommodation sanitary facility is a room that has not more than one of each type of sanitary fixture, is intended for use by only
one person at a time, has no partition around the toilet and has a door that can be locked on the inside by the room occupant.
Accessible Fixtures.
Single-accommodation toilet facilities shall provide one accessible water closet and one accessible lavatory.
Clear Floor Space at Fixtures.
Doors shall not swing into the clear floor space required for any fixture.
Accessible Route.
All doors, fixtures and controls shall be on an accessible route.
Privacy Latch.
The entrance door to a single-accommodation toilet room shall contain a privacy latch.
a) Except at doors, the minimum clear width of the accessible route(s) is 36".
1. When the accessible route makes a 180-degree turn around an obstruction that is less than 48" wide, the clear width is 42" minimum
approaching the turn, 48" minimum at the turn and 42" minimum leaving the turn.
2. When the accessible route makes a 180-degree turn around an obstruction that is a minimum of 60" wide, the clear width is 36"
minimum approaching the turn, 60" minimum at the turn and 36" minimum leaving the turn.
b) The entry door has a privacy latch (push button-lever release recommended).
c) The entrance door to the single-accommodation restroom is accessible.
d) Sufficient space is provided for a wheelchair measuring 30" wide x 48" long to enter the room and permit the door to close.
e) A clear space of sufficient size to inscribe a 60" diameter circle, or a T-shaped clear space, is provided within the sanitary facility room.
1. The clear space is clear of objects from the floor to a height of 27".
2. No door encroaches more than 12" into the required clear space.
f) The centerline of the water closet is located at 17"-18" distance from the side-wall or partition.
g) If the water closet IS ADJACENT to another fixture, a minimum 60"-wide clear floor space is provided from the wall to the adjacent
fixture, and extends from the rear wall to the front of the water closet.
h) A minimum 60" wide and 48" deep clear floor space is provided in front of the water closet.
i) The top of the toilet seat is 17"-19" from floor surface measured to the top of a maximum 2" high toilet seat.
j) The flush valve is on the wide side of the toilet area.
k) The flush valve is a maximum of 44" distance above the floor.
l) Water closet controls are operable with one hand and do not require tight grasping, pinching or twisting.
m) 5lb maximum force is required to operate the flush valve.
n) Walls within compartment are smooth, hard and non-absorbent to 48" in height, installed over moisture resistant gypsum board (or
equivalent) and are not adversely affected by moisture (Portland cement, concrete, ceramic tile or other approved material).
o) Toilet room floor surfaces are smooth, hard and non-absorbent extending upward a minimum of 5" onto walls (Portland cement,
concrete, ceramic tile or other approved material).
p) Grab bars within the accessible compartment are provided on the side wail closest to the water closet and on the rear wall.
q) The side grab ban's a minimum of 42" in length.
r) The side grab bar begins a maximum of 12" from the rear wall.
s) The front end of the side grab bar is positioned a minimum of 24" in front of the water closet.
t) The front end of the side grab bar is located a minimum of 54" from the rear wall.
u) The side grab bar does not project more than 3" into the required clear floor space.
v) The side grab bar is securely attached and is mounted at 33-36" to the top of the gripping surface, above and parallel to floor.
w) Rear grab bar is a minimum 36" long.
x) The rear grab bar extends from the centerline of the water closet 12" minimum on one side and 24" minimum on the other side.
y) The rear grab bar does not project more than 3" into the required clear floor space.
z) The rear grab bar is securely attached and is mounted at 33"-36" to the top of the gripping surface, above and parallel to floor (for tank
type toilets, 36" may be allowed if tank obstructs placement of bar).
aa) The space between the rear grab bar and the top of the toilet tank is a minimum of 1-1/2".
bb) The diameter or width of the gripping surfaces of the grab bar(s) are 1-1/4" to 1-1/2" or the shape provides an equivalent gripping
surface.
cc) The clearance between the grab bar(s) and wall is 1-1/2".
dd) Minimum structural strength of grab bar(s) will support a 250 Ib. point load.
ee) The grab bar(s) and any wall or other surface adjacent to it is free of any sharp or abrasive elements.
ff) Any edges on the grab bar(s) have a minimum radius of 1/8".
gg) Grab bars do not rotate within their fittings.
hh) The toilet paper dispenser is located on the side wall below the grab bar within 7" to 9" of the front edge of the toilet seat.
ii) The toilet paper dispenser is mounted at a minimum height of 19" from the floor to the centerline of the dispenser.
jj) The toilet paper dispenser is mounted a maximum distance of 36" from the rear wall to the front of the dispenser.
kk) The toilet paper dispenser allows for continuous paper flow and does not control delivery.
SINGLE ACCOMMODATION TOILET ROOM MINIMUM CLEARANCES
1"=1'-0"
NOTES:
1.REGARDLESS OF STALL CONFIGURATION,
A 48" LONG MINIMUM CLEARANCE FLOOR
SPACE SHALL BE PROVIDED IN FRONT OF
THE WATER CLOSET.
2.INTERIOR DIMENSIONS OF SINGLE
ACCOMMODATION TOILET ROOMS SHALL
INCLUDE A CLEAR FLOOR SPACE OF AT
LEAST 60" IN DIAMETER OR A T-SHAPED
CLEAR SPACE. NO DOOR MAY ENCROACH
INTO THIS REQUIRED SPACE BY MORE
THAN 12".
FOR WATER CLOSET CLEARANCES, SEE DETAIL
FOR LAVATORIES REQUIREMENTS, SEE DETAIL
NOTE: SEE PLUMBING PLANS FOR RESTROOM FIXTURES SPECIFICATIONS.
B
A4.0
C
A4.0
TOILET ROOM GRAB BAR DETAIL
1 1/2" = 1'-0"
1 1/2"
@ METAL STUD WALL
GRAB BARS LOCATED ON EACH SIDE,
OR ONE SIDE AND THE BACK OF THE
ACCESSIBLE TOILET STALL OR
COMPARTMENT, SHALL BE
SECURELY ATTACHED 36 INCHES
ABOVE AND PARALLEL TO THE
FLOOR TO TOP OF GRIPPING
SURFACE, EXCEPT WHERE A
TANK-TYPE TOILET IS USED WHICH
OBSTRUCTS PLACEMENT AT 33
INCHES, THE GRAB BAR MAY BE AS
HIGH AS 36 INCHES. GRAB BARS
SHALL BE AT LEAST 42 INCHES LONG
WITH THE FRONT END POSITIONED
24 INCHES IN FRONT OF THE WATER
CLOSET STOOL. GRAB BARS AT THE
BACK SHALL BE AT LEAST 36" LONG.
GRAB BARS SHALL NOT ROTATE
WITHIN THEIR FITTINGS.
STUD WALL
PER PLAN
FINISH FLOOR
INTERIOR WALL
FINISH SURFACE
33
"
-
3
6
"
A
.
F
.
F
.
ASSESSORIES
TYPICAL AT ALL
BACKING
TOILET ROOM
1 1/4" TO 1 1/2"
NOMINAL
DIAMETER
1 1/2"
@ WOOD STUD WALL
FINISH SURFACE
INTERIOR WALL
PER PLAN
STUD WALL
FINISH FLOOR
33
"
-
3
6
"
A
.
F
.
F
.
TYPICAL AT ALL
2x6 SOLID BACKING
ASSESSORIES
TOILET ROOM
THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND
SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES
SHALL MEET THE FOLLOWING SPECIFICATIONS:
1.BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY
THE MAXIMUM BENDING MOMENT FROM THE
APPLICATION OF A 250 POINT LOAD SHALL BE LESS THAN
THE ALLOWABLE STRESS FOR THE MATERIAL OF THE
GRAB BAR OR SEAT.
2.SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY
THE APPLICATION OF A 250-POUND POINT LOAD SHALL
BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE
MATERIAL OF THE GRAB BAR OR SEAT, AND ITS
MOUNTING BRACKET OR OTHER SUPPORT IS
CONSIDERED TO BE FULLY RESTRAINED THEN DIRECT
AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED
THE ALLOWABLE SHEAR STRESS.
3.SHEAR FORCE INDUCED IN FASTENER OR MOUNTING
DEVICES FROM THE APPLICATION OF A 250-POUND
POINT LOAD SHALL BE LESS THAN THE ALLOWABLE
LATERAL LOAD OF EITHER THE FASTENER OR
MOUNTING DEVICE OR THE SUPPORTING STRUCTURE,
WHICHEVER HAS THE SMALLER ALLOWABLE LOAD.
4.TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT
TENSION FORCE OF A 250 POUND POINT LOAD, PLUS THE
MAXIMUM MOMENT FROM THE APPLICATION OF A 250
POUND POINT LOAD, SHALL BE LESS THAN THE
ALLOWABLE WITHDRAWAL LOAD BETWEEN THE
FASTENER AND SUPPORTING STRUCTURE.
5.GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
THE GRAB BAR AND ANY WALL OR OTHER SURFACE
ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR
ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM
RADIUS OF 1/8".
1 1/4" TO 1 1/2"
NOMINAL
DIAMETER
E
HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE
HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE SIMILARLY, EXCEPT THAT WHEN BOLT AND UNLATCHING OPERATION IS
KEY OPERATED FROM CORRIDOR OR EXTERIOR SIDE OF UNIT DOOR, LARGE BOW KEYS (2 INCH) FULL BOW OR 1 1/4 INCH (HALF BOW) SHALL BE PROVIDED IN LIEU OF LEVER TYPE HARDWARE ON THE CORRIDOR SIDE. SEPARATE DEAD LOCK ACTIVATION ON ROOM SIDE OF CORRIDOR DOORS IN
EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90
FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A
MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING
DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS.
THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS
NO SCALE
ACCESSIBILITY DOOR CLEARANCE REQUIREMENTS
60
"
M
I
N
.
48
"
M
I
N
.
PROVIDE THIS ADDITIONAL
HOTELS OR MOTELS SHALL HAVE LEVER HANDLE OR LARGE THUMB TURN IN AN EASILY REACHED LOCATION.
DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT LESS THAN 32 INCHES.
CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR.
THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT, WITH 1/4 INCH MAXIMUM VERTICAL CHANGE AT EDGE. MAXIMUM BEVEL ALLOWED IS 45 DEGREES.
SPACE IF DOOR IS EQUIPPED W/
TWO HINGED DOORS IN SERIESFRONT APPROACH
1.
PUSH SIDE
3.
4.
5.
6.
REQUIRED ENTRANCE FOR THE PHYSICALLY HANDICAPPED.
2.
TWO HINGED DOORS IN SERIES DOORS AT OPPOSITE WALLS
BOTH A LATCH AND A CLOSER
48" MIN.
18"
24"
PULL SIDE
INTERIOR DOOR
EXTERIOR DOOR
18
"
MI
N
.
MI
N
.
12
"
12"
ADDITIONAL
SPACE IF THE
A LATCH AND
A CLOSER
PROVIDE THIS
DOOR HAS BOTH
48" MIN.48" MIN.
18
"
MI
N
.
MI
N
.
18
"
12
"
MI
N
.
HINGE APPROACH
54" MIN.
LATCH APPROACH
*48" MIN. IF DOOR HAS BOTH
A LATCH AND A CLOSER
PULL SIDE
PUSH SIDE
MIN.
24"60
"
M
I
N
.
PULL SIDE
44
"
M
I
N
.
*
PUSH SIDE
60
"
M
I
N
.
MIN.
36"
44
"
M
I
N
.
*
NO SCALE
WATER CLOSETS CLEARANCES
12"
MAX.
42" MIN.
17
"
T
O
1
9
"
54" MIN.
36" MAX.
7" TO 9"
60" MIN. SIDE LOAD
48" MIN. END LOAD
24" MIN.
33
"
-
3
6
"
19
"
M
I
N
.
33
"
M
I
N
.
TOILET PAPER
HOLDER w/o
STOPS
PARTITION OR WALL
19
"
M
I
N
.
33
"
-
3
6
"
12"
MIN.
24"
MIN.
36" MIN.6" MAX.
17
"
T
O
1
9
"
17" TO 18"42"
MIN.
PARTITION OR
WALL
ACTIVATOR ON
WIDE SIDE
FINISH SURFACE OF
ADJOINING WALL
OR PARTITION
WALL FINISH PER
PLAN & SCHEDULE
(F.R.P. TO 48" A.F.F.
IN NONE SPECIFIED)
36
"
M
A
X
.
CL
CL
B
NO SCALE
LAVATORIES
ACCESSIBLE FIXTURES:
If lavatories are provided, five percent (5%), or at least one lavatory, shall comply with the following provisions.
a) Minimum 30" x 48" clear space is provided in front of lavatory that allows forward approach.
b) Required clear space adjoins or overlaps an accessible route and extends a maximum of 19" underneath the lavatory.
c) Lavatories adjacent to a sidewall or partition have a minimum 18" distance to the centerline of the fixture.
d) 34" maximum height of rim or counter above floor surface.
e) 29" minimum clearance from bottom of apron to the floor.
f) The accessible lavatory has a minimum 17" of horizontal depth.
g) Knee clearance under front lip is a minimum of 27" high, 30" wide, and extends a minimum of 8" in depth from the front of the lavatory.
h) Toe clearance under lavatory is a minimum of 9" high, 30" wide, and extends a minimum of 17" in depth from the front of the lavatory.
i) The toe clearance is free of equipment or obstructions and extends to a distance no more than 6" from the back wall.
j) Drain and hot water piping is insulated or configured to prevent contact.
k) There are no sharp or abrasive elements under lavatory.
l) Faucets are lever type; push type or electronically controlled mechanisms (preferable).
NOTE: Self-closing valves must maintain a minimum of 10 seconds open flow.
m) Faucet controls and operating mechanisms are operable with one hand and do not require tight grasping, pinching or twisting of the wrist.
n) 5 Ib. maximum force required to activate controls
LAVATORIES REQUIREMENTS & CLEARANCES
9"
MI
N
.
27
"
M
I
N
.
29
"
M
I
N
.
34
"
M
A
X
.
40
"
M
A
X
.
17"
MIN.
18"
MIN.
8" MIN. KNEE
CLEARANCE6" MAX. TOE
CLEARANCE *
INSULATE HOT
WATER PIPES
MIRROR
8"
27
"
11"
6" *
9"
17"
*NOTE: IT IS ALLOWED TO HAVE TOE CLEARANCE
THAT EXTENDS FURTHER THAN 6" UNDER THE
LAVATORY, HOWEVER THE MEASUREMENT OF
THE REQUIRED 30"x48" WHEELCHAIR CLEAR
FLOOR SPACE MAY ONLY OVERLAP THIS TOE
CLEARANCE BY A MAXIMUM OF 6".
30
"
M
I
N
.
CL
E
A
R
48" MIN.
CLEAR
19"
MAX.
18
"
MI
N
.
REQUIRED
CLEAR SPACE
WALL FINISH PER PLAN &
SCHEDULE (F.R.P. TO 48"
A.F.F. IN NONE SPECIFIED)
C
SINGLE ACCOMMODATION TOILET ROOM1
60" M
I
N
.
CLEA
R
60" DIAMETER SPACE
T-SHAPED SPACE
36"
MIN.
12"
MIN.
12"
MIN.
60
"
MI
N
.
36
"
MI
N
.
SINGLE ACCOMMODATION TOILET ROOM MINIMUM CLEARANCES
THRESHOLD AT EXT. DOOR
NO SCALE
STOREFRONT DOOR
ALUM. STOREFRONT BEYOND
1:2 BEVELED EDGE
EXTERIOR FINISH FLOOR
1/2" MAX @ 1:2 SLOPE
1/4" MAX
NOTE:
THRESHOLDS AT DOORWAYS SHALL NOT EXCEED
3/4 INCH (19.1 MM) IN HEIGHT FOR SLIDING DOORS
SERVING DWELLING UNITS OR 1/2 INCH (12.7 MM)
FOR OTHER DOORS. RAISED THRESHOLDS AND
FLOOR LEVEL CHANGES GREATER THAN 1/4 INCH
(6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH
A SLOPE NOT GREATER THAN ONE UNIT VERTICAL
IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE).
10
"
M
I
N
.
G
A
F
EXIT
(BRAILLE)
TACTILE EGRESS SIGNAGE
NO SCALE
CIL
FINISH FLOOR
CIL
EXIT SIGNAGE IDENTIFICATION 1/4" ETCHED MAGNESIUM
ALLOY WITH RAISED LETTERS AND BRAILLE. PAINTED WITH
MATTE PAINT
(T
Y
P
.
U
.
N
.
O
.
)
NOTE:
STYLE & FINISH TO MATCH TENANTS STANDARDS.
MIN. (TYP.)
60
"
5/
8
"
5"
6"
EQ.EQ.
1/2"
1
3
/
8
"
5/
8
"
1
3
/
8
"
1"
D
1/2"=1'-0"
18
"
M
I
N
.
12"
MAX.42" MIN.
54" MIN.
6"
MA
X
.
36
"
M
I
N
.
60
"
M
I
N
.
C
L
R
.
24" MIN.
7'
-
2
"
8'-0"
1
8
"
5'-
0
"
@ GRAB BAR,
TYP.
E
A4.0
TOILET ROOM SIGNAGE SPECIFICATIONS
NO SCALE
ALL GENDER
RESTROOM
12
"
6"
M
I
N
.
PI
C
T
O
G
R
A
M
F
I
E
L
D
SINGLE-USER TOILET FACILITY DOOR & WALL MOUNTED SIGNAGE (TYP.)
DOOR MOUNTED SIGNAGE
a.A rectangle symbol shall be located at entrances to All Gender’s toilet and bathing facilities. The rectangle
symbol shall be 1/4 inch (6.4 mm) thick and 12 inches (305 mm) in height. The color of the rectangle
symbol shall contrast with the color of the door or surface on which the rectangle symbol is mounted, either
light on a dark background or dark on a light background.
b.The geometric symbols are centered horizontally on the door at a height of 58"-60" above the finish floor or
ground surface measured to the center of the symbol.
c.The edges of the signs are rounded, chamfered or eased, and any corners have a minimum radius of 1/8".
WALL MOUNTED SIGNAGE
d.The restroom identification signage is located on the wall adjacent to the latch side of the door.
e.Pictorial symbol signs (pictograms), if utilized in conjunction with verbal (i.e. text) identification, are located
directly above the verbal (i.e. text) description and the border dimension of this pictogram is a minimum of
6" in height.
f.Tactile characters on signs shall be located 48 inches (1219 mm) minimum above the finish floor or ground
surface, measured from the baseline of the lowest Braille cells and 60 inches (1524 mm) maximum above
the finish floor or ground surface, measured from the baseline of the highest line of raised characters.
g.Sign shall be located alongside the door at the latch side. Where there is no wall space at the latch side of a
single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs
containing tactile characters shall be located so that a clear floor space of 18 inches (457 mm) minimum by
18 inches (457 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door
swing between the closed position and 45 degree open position.
h.Letters and numerals are raised 1/32", are sans-serif uppercase characters and are accompanied by Grade
2 Braille. Characters are minimum 5/8" high and a maximum of 2" high. Braille dots are domed or rounded.
i.The characters and background of the sign is eggshell, matte, or other non-glare finish and the color and
contrast of the sign distinctively contrasts with the color and contrast of the wall.
SYMBOL OF ACCESSIBILITY
j.Accessible toilet facilities are identified by the International Symbol of Accessibility. The symbol consists of
a white figure on a blue background.
INACCESSIBLE FACILITIES NOTIFICATION
k.Inaccessible sanitary facilities have accessible directional signage that indicates the location of the nearest
accessible sanitary facilities.
58
"
M
I
N
.
-
6
0
"
M
A
X
.
A.
F
.
F
.
PROVIDE ADA APPROVED
DOOR MOUNTED SIGNAGE
PROVIDE ADA APPROVED WALL
MOUNTED SIGNAGE TO BE
LOCATED ON THE LATCH SIDE OF
DOOR CLEAR OF DOOR-SWING.
CILALL GENDER
RESTROOM
48
"
M
I
N
.
A.
F
.
F
.
60
"
M
A
X
.
A.
F
.
F
.
HEIGHT OF
LETTERING 5/8"
MIN. TO 2" MAX.
3/
8
"
MI
N
3/
8
"
-
1
/
2
"
3/
8
"
MI
N
3/
8
"
-
1
/
2
"
CORRESPONDING
GRADE 2 BRAILLE
60
"
M
A
X
.
A.
F
.
F
.
48
"
M
I
N
.
A.
F
.
F
.
5
BUILDING CORRECTIONS 5-7-251
1
M
P
A
A
R
C
H
I
T
E
C
T
S
I
N
C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
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A
L
I
M
P
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V
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M
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N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2025
A5.0
DETAILS
USE TYPE S SCREWS FOR 25 GAUGE STEEL FRAMING
NO SCALE
USE TYPE S-12 SCREWS FOR 20 GAUGE (OR HEAVIER) STEEL FRAMING
AINTERIOR WALL ASSEMBLY, NON-RATED
NOTE
(LIMITED BY ADJOINING SCHEDULE)
METAL STUDS, SIZE AND SPACING PER FRAMING PLAN
CODE) AT 8" O/C TO VERTICAL EDGES AND 24" O/C TO
SECURE TO STUDS W/1 5/8" DRYWALL SCREWS (OR BY
OR PARALLEL TO EACH SIDE OF STUDS AS SHOWN.
ONE LAYER GYPSUM WALLBOARD HUNG AT RIGHT ANGLES
HORIZONTAL EDGES.. STAGGER JOINTS 24" O/C EA. SIDE
FRAMING IS COVERED.
GYPSUM WALL BOARD SHALL BE INSTALLED WITH ALL EDGES OF WALL-
BOARD LOCATED OVER FRAMING MEMBERS, EXCEPT FOR JOINTS PERPIN-
DICULAR TO THE MAIN FRAMING. THE EDGES AND ENDS OF ADJOINING
SHEETS SHALL BE IN MODERATE CONTACT AND THE FASTENERS SHALL
HOLD THE PANELS IN FIRM CONTACT WITH THE FRAMING.
GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL ALL EXTERIOR
N.T.S.
TYPICAL NON BEARING PARTITION, METAL STUD
TRACK GAUGE TO MATCH STUD GAUGE
±
1
0
'
-
8
"
SUSPENDED CEILING SYSTEM
(WHERE OCCURS)
STUD SIZE AND SPACING PER TABLE
1/2" GYP. BRD.
(E) BOTTOM OF TRUSSES
TRACK GAUGE TO MATCH STUD GAUGE
LIMITING WALL HEIGHT TABLES - COMPOSITE (L/240)
MANUFACTURERS ASSOCIATION", ICBO ER-3064P, 2019
GYP. BRD. REQUIRED BOTH SIDES OF WALL, FULL HEIGHT
24" O/C
PER SPECIFICATIONS PROVIDED BY THE "STEEL STUD
16" O/C12" O/C
24'-6"
16'-5"17'-10"
26'-9"
14'-4"15'-4"
STUD SIZE & GAUGE
1 1/4" x 6" x 20 GA
1 1/4" x 3 5/8" x 20 GA
1 1/4" x 3 5/8" x 25 GA
21'-7"
14'-9"
13'-5"
WITH MIN. ATTACHMENT OF #6 SCREWS AT 12" O/C
2x BLOCK AT 32" O/C
2-16d EACH END
1/2" MIN
CLIP TO TOP TRACK WITH
2-#10 x 3/4" TEKS SCREWS
SIMPSON DTC ROOF TRUSS
HILTI "DS" POWER DRIVEN ANCHOR w/
WASHER, AT 32" O/C, 12" MAX FROM ENDS
AND SPLICES, .177 DIA. AND 1-1/2"
EMBEDMENT. ESR-1663
BO
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@
A
A5.0
B PLUMBING CHASE
NO SCALE
(N) WASTE VENT PIPE
(NEW COOLER WATER SUPPLY)
EXPOSED SURFACES SHALL BE
FINISHED WITH FORMICA LAMINATE
MATCHING COUNTERTOPS
3/4" PLYWOOD
BRACE/GLUE AS REQUIRED
FOR STABILITY
(N) WATER SUPPLY
ELECTRICAL CONDUIT AS REQUIRED
THIS DETAIL IS A DIAGRAMMATIC
REPRESENTATION OF THE
PLUMBING CHASE AS IDENTIFIED
ON THE EQUIPMENT PLAN. MODIFY
THE CHASE AS REQUIRED FOR
SPECIFIC JOB CONDITIONS.
C
NOTE:
CHASE FABRICATION (INC. LAMINATE)
& INSTALLATION BY OTHERS
STRUCTURAL COLUMN WHERE
OCCURS PER PLAN
G.C. TO VERIFY WITH EQUIP. SUPPLIER
INTERNATIONAL SYMBOL OF ACCESSIBILITY
4"
M
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I
M
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4" MINIMUM
WHITE SYMBOL
BLUE BACKROUND
FINISH FLOOR
CIL
60
"
E
1. A MINIMUM 30" BY 48" CLEAR FLOOR SPACE IS PROVIDED IN FRONT OF FIRE EXTINGUISHERS
TO ALLOW A FORWARD APPROACH.
2. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRITS. THE FORCE REQUIRED TO ACTIVATE
OPERABLE PARTS SHALL BE 5 POUNDS
FIRE EXTINGUISHER AND/OR TEMPERATURE SENSOR REQUIREMENTS
48
"
M
A
X
FIRE
EXTINGUISHER
FINISH FLOOR
N.T.S.
LINE OF FINISH WALL
48
"
M
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L
R
F
L
R
S
P
A
C
E
30" MIN CLR FLR SPACE
CENTERED ON F.E.
FIRE EXTINGUISHER & TEMP. SENSOR ACCESSIBILITY F
NO SCALE
WASHER TO BASE AND NEW SLAB DETAIL
MOUNTING BOLTS
2" CLASS 2 BASE OVER 10 MIL VISQUEEN OVER 2" BASE
#4 x 24" DOWELS @ 18" O/C, LAPPED WITH SLAB
COMPACTED TO 90%
PE
R
T
A
B
L
E
EPOXY, ICBO #5279
EMBED 5" MIN., W/ SIMPSON SET
NEW CONCRETE SLAB (3,000 PSI MIN.)
REINFORCEMENT
EXISTING SLAB
80 POUND WASHER TO SLAB CONNECTION NEW CONCRETE SLAB AT WASHERS
GROUTING
ELEVATED BASE TO SLAB CONNECTION
NO SCALE
PREFABRICATED EQUIPMENT
BASE,
1/2" THREADED ROD
1
1
/
2
"
1/2" GROUT BED
SIMPSON AT EPOXY OR EQUAL
REFER TO THE EQUIPMENT MANUFACTURERS
SPECIFICATIONS FOR SPECIFIC BASE INSTALLATION
REQUIREMENTS.
BASE FRAME BEYOND
JI
355 58 58
(C 6x8.2 CHANNEL)6"
1 7/8"
MACHINE BASE
CONNECTION PER MANUF.
2
1
/
8
"
EQUIPMENT
BASE PROVIDED
BY MANUF.
MIN. CONCRETE THICKNESS
WASHER CAPACITY CONCRETE THICKNESS
30 LB 6"
40 LB 6"
60 LB 8"
90 LB 8"
PER EQUIPMENT MANUFACTURER SPECIFICATIONS
TH
I
S
S
H
E
E
T
FRONT LOAD WASHERS
20 LB 6"
HEAD AT INTERIOR DOOR (METAL STUD)
3"=1'-0"
R.
O
.
FRAMING PER
STRUCTURAL PLANS
HOLLOW METAL DOOR
AND FRAME PER PLAN
& SCHEDULE
SEALANT
INT. FINISH
PER PLAN
JAMB AT INTERIOR DOOR (METAL STUD)
3"=1'-0"
JAMB DIMENSIONS SHOULD
BE VERIFIED WITH JAMB
MANUFACTURER
INT. FINISH
PER PLAN
R.
O
.
HOLLOW METAL DOOR
AND FRAME PER PLAN
& SCHEDULE
SEALANT
INT. FINISH
PER PLAN
INT. FINISH
PER PLAN
FRAMING PER
STRUCTURAL PLANS
G H
(N) 3 5/8" x25GA
CONT. TRACK
W/ 2-#8 SCREWS
AT EACH BRACE
SOFFIT FRAMING DETAIL
NO SCALE
45°
ADJOINING WALL
3 5/8", 25 GA. STEEL
STUD AT 16" O/C
1/2" GYP. BD.
3 5/8" x 25 GA. DIA.
BRACE, 45° SPACED
48" O/C MAX, ALIGN WITH
ONE SIDE ONLY
WALL STUDS.
1
1
/
2
"
3 5/8" x 25 GA BOTTOM TRACK
W/ 2-#8 SCREWS AT EA. STUD
2-#8 x 1 1/4" SCREWS AT EA. STUD.
TRIM/MOULDING PER ARCHITECTURALS
(E) ROOF SYSTEM
VARIES, SEE PLAN
HEIGHT A.F.F. VARIES
BASED UPON EQUIP.,
SEE EQUIPMENT
SPECIFICATIONS FOR
SPECIFIC CONDITIONS
D
(N) 2x BLKG.
@ 16 " O.C.
3 5/8", 25 GA. STEEL
TOP TRACK
W/ 2-#8 SCREWS
@ 16 " O.C.
FLOOR MOUNTED DRYERS PER PLAN
12" O/C
15'-4"
26'-9"
17'-10"
14'-4"
16" O/C
24'-6"
16'-5"
13'-5"
24" O/C
21'-7"
14'-9"
PER SPECIFICATIONS PROVIDED BY THE "STEEL STUD
MANUFACTURERS ASSOCIATION", ESR-3064P, 2013
GYP. BRD. REQUIRED BOTH SIDES OF WALL,
1 1/4" x 3 5/8" x 25 GA
STUD SIZE & GAUGE
1 1/4" x 6" x 20 GA
1 1/4" x 3 5/8" x 20 GA
LIMITING WALL HEIGHT TABLES - COMPOSITE (L/240)
4'
-
0
"
NO SCALE
COIN CHANGER BASE
FINISH FLOOR
B
A8
31
"
A
.
F
.
F
.
12" x 12" x 1/4" STEEL BASE
4-3/8" REDHEAD WEDGE ANCHORS
2" EMBEDMENT
1/16"
TS4X4X1/4"
12" x 12" x 1/4" STEEL PLATE
4-1/2" M.B.
COIN CHANGER
6" CEILING JOISTS AT 16" O/C
5/8" GYP. BRD.
SEE FINISH SCHEDULE
D
A8
15
"
M
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.
,
4
8
"
M
A
X
.
HEIGHT OF
OPERABLE
CONTROLS
MIN./MAX
C
DET
A
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FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
D45SD45S
FL20FL20
FL20FL20
FL20FL20
FL20FL20
FL20FL20
FL20FL20
FL20FL20
D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S FL80FL80 FL80FL80 FL80FL80
D75D75
D75D75
D75D75
D75D75
D75D75
D75D75
D75D75SM1SM1
FL80FL80
FL80FL80
FL80FL80
FL80FL80
PCPC
VCVC
EC1EC1 EC1EC1
EC1EC1
EC1EC1
POWER PLAN A1/4"=1'-0"
M
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3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
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:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
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2
7
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
E1.0
ELECTRICAL
POWER PLAN
3.MAIN METERING AND DISTRIBUTION GEAR SHALL COMPLY WITH SERVING UTILITY COMPANY, N.E.C.,
BUILDING AUTHORITY
COMPANY'S P.O.C. (VERIFY REQUIREMENTS WITH SERVING TELEPHONE COMPANY)
WHERE APPLICABLE, METER ROOM DOOR SHALL BE NO LESS THAT 3'-0" WIDE AND 7'-0" TALL. THE DOOR
LOCK MUST BE KEYED PER SERVING UTILITY COMPANY REQUIREMENTS.
WHERE APPLICABLE, POSITION PULL SECTION OPPOSITE THE ACCESS DOOR. MINIMUM CLEARANCE IN
WHERE APPLICABLE, THE METER ROOM MUST BE PERMANENTLY IDENTIFIED "ELECTRIC METER ROOM",
PROVIDE CONDUIT W/ PULL CORD FROM MAIN TELEPHONE JUNCTION BOX TO SERVING TELEPHONE
THE MAXIMUM HEIGHT OF ALL PROPOSED ELECTRICAL SWITCH GEAR IS 7'-0", U.N.O.
EACH SIGN AND OUTLINE LIGHTING SYSTEM, OR FEEDER CIRCUIT OR BRANCH CIRCUIT SUPPLYING
A SIGN OR OUTLINE LIGHTING SYSTEM, SHALL BE CONTROLLED BY AN EXTERNALLY OPERABLE
SWITCH OR CIRCUIT BREAKER THAT WILL OPEN ALL UNGROUNDED CONDUCTORS.
OVERCURRENT DEVICE ENCLOSURES WILL BE IDENTIFIED AS SERIES-RATED AND LABELED IN
THE OVERCURRENT DEVICES SHALL BE AIC RATED PER MANUFACTURERS LABELING OF THE ELECTRICAL
FRONT OF PULL SECTION IS 6 FEET.
"METER ROOM" OR "ELECTRIC ROOM".
ACCORDANCE WITH NEC 110-22.
EQUIPMENT
36.
33.
32.
30.
31.
29.
27.
28.
26.
CONTRACTOR SHALL VERIFY INTERRUPTING CAPACITIES WITH SERVING UTILITY COMPANY AND PROVIDE
CONTRACTOR SHALL VERIFY THE SIZE, NUMBER AND LOCATION OF ALL PRIMARY AND SECONDARY
CONTRACTOR SHALL VERIFY AND INCLUDE IN BID ALL SERVICE COSTS THAT MAY BE REQUIRED BY THE
TO ALL EQUIPMENT FROM J-BOXES AS INDICATED ON PLANS IN ACCORDANCE WITH MANUFACTURES
WITHOUT FACTORY MOUNTED SAFETY DEVICES AND SHALL BE RESPONSIBLE FOR FLEX CONNECTIONS
THE CONTRACTOR SHALL PROVIDE AND INSTALL STARTER AND/OR DISCONNECTS ON ALL EQUIPMENT
CLEARANCE REQUIREMENTS FOR ALL TRANSFORMERS OR SIMILAR EQUIPMENT.
CONTRACTOR SHALL VERIFY WITH THE SERVING UTILITY COMPANY THE LOCATION, SIZE AND MINIMUM
ALL ELECTRICAL WORK SHALL COMPLY WITH ALL N.E.C., U.L., AND ALL OTHER LOCAL GOVERNING
SERVING VOLTAGE REQUIREMENTS AND NOTIFY ALL TRADES OF SERVING VOLTAGE
SERVING UTILITY COMPANY AND COMPLY WITH ALL REQUIREMENTS OF SERVING COMPANY. VERIFY
ALL SYSTEMS AND EQUIPMENT GROUNDS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL CODE
CONTRACTOR SHALL MAKE ALL NECESSARY CONNECTIONS AS REQUIRED FOR A COMPLETE WORKING
SHALL FURNISH AND INSTALL ALL CONDUCTORS AND CONDUIT TO ALL EQUIPMENT AND CONTROLS.
THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF ALL H.V.A.C. EQUIPMENT AND
THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS WITH THE
U.L., AND ALL LOCAL GOVERNING AGENCIES PRIOR TO INSTALLATION OF SAID EQUIPMENT
THE ELECTRICAL CONTRACTOR SHALL SUBMIT (2) COPIES OF THE SHOP DRAWINGS AND MATERIAL LISTS
SYSTEM. CONTRACTOR SHALL VERIFY ALL SIZES & ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION
ALL WIRE SMALLER THAN #1/0 SHALL BE COPPER TW RATED 60°
MOUNT ALL SWITCHES AT 48" A.F.F. UNLESS OTHERWISE NOTED.
TELEPHONE SYSTEM IS SCHEMATIC ONLY AND SHALL BE INSTALLED PER OWNERS
FUSES AND CIRCUIT BREAKERS SHALL COMPLY WITH SERVING UTILITY COMPANY
MOUNT BOTTOM OF ALL WALL OUTLETS AT 15" A.F.F. UNLESS OTHERWISE NOTED.
SWITCHBOARD AS A COMPLETE UNIT SHALL BE U.L. RATED BY MANUFACTURE FOR THE AVAILABLE FAULT
BACKBOARD TO EACH SPACE FOR FUTURE TENANTS PHONE SYSTEM (IN ACCESSIBLE CEILING SPACE)
IN MULTI-TENANT DEVELOPMENTS, PROVIDE 1 1/2" EMT W/ PULL CORD FROM MAIN TELEPHONE
BREAKERS IN ALL SUB-PANELS SHALL BE U.L. RATED FOR A MINIMUM OF 10,000 AMPS ICA OR PER
PLASTIC PIPE APPROVED FOR UNDERGROUND USE MAY BE USED WHERE ALLOWED BY GOVERNING
INSTRUCTIONS. THIS EQUIPMENT INCLUDES BUT IS NOT LIMITED TO ALL MOTORS, CONTROLLERS AND
13.
PROVIDE KEY LOCKS ON ALL SUBPANEL ACCESS DOORS
REQUIREMENTS.
ALL WIRE #1/0 AND LARGER SHALL BE COPPER THW RATED 75°
INTERRUPTING CAPACITY REQUIREMENTS.
PILOT DEVICES AS SUPPLIED BY OTHERS.
CURRENT OF 42,000 AMPS IC.
PER SERVING UTILITY COMPANY.
22.
24.
25.
23.
20.
21.
19.
17.
18.
16.
15.
14.
TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION.
CONDUIT WITH THE LOCAL SERVING UTILITY.
SERVING UTILITY COMPANY.
ALL SWITCH GEAR AS REQUIRED FOR THEIR DRAWINGS.
ORDINANCES AND CODES HAVING LEGAL JURISDICTION.
REQUIREMENTS.
10.
12.
11.
9.
8.
7.
6.
5.
4.
THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY TO COMPLETE
THE ELECTRICAL DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF THE WORK TO BE
ACCOMPLISHED AND AS SUCH SHOULD NOT BE INTERPRETED TO INDICATE ANY WORK, EQUIPMENT OR
OR MATERIAL THAT IS CONTRARY TO THE N.E.C. OR ANY OTHER GOVERNING CODES OR ORDINANCES.
HIS/HER WORK.
SHEET NOTES
2.
1.
EXISTING CONDITIONS SHOWN ARE BASED ON AS-BUILT INFORMATION PROVIDED BY THE OWNER
AND LIMITED FIELD VERIFICATION. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD CONDITIONS AT
NO ADDITIONAL EXPENSE TO THE OWNER.
ALL NEW POWER AND LIGHTING CONDUITS ON THIS PROJECT SHALL INCLUDE AN INSULATED GREEN
EQUIPMENT GROUNDING CONDUCTOR SIZED AS NOTED OR PER NEC WHERE NOT NOTED. THIS
GROUNDING CONDUCTOR SHALL BE PROVIDED REGARDLESS OF THE TYPE OF CONDUIT USED.
34.
35.
THE CENTER OF ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS
SHALL BE INSTALLED NOT MORE THAN 48" NOR LESS THAN 14" ABOVE THE FLOOR OR WORKING
PLATFORM. (1117B.6.5.2.)
37.SEE "R" SHEETS FOR ADDITIONAL INFORMATION AND SPECS. APPLICABLE TO THE ELECTRICAL SYSTEM.
MEMBRANE PENETRATIONS AT FIRE RATED WALLS SHALL COMPLY WITH CBC SEC. 712.3.2. (EXCEPTION 1):
MEMBRANE PENETRATIONS OF MAXIMUM TWO-HOUR FIRE-RESISTANCE-RATED WALLS AND PARTITIONS
BY STEEL ELECTRICAL BOXES THAT DO NOT EXCEED 16 SQ. IN. IN AREA, PROVIDED THE AGGREGATE
AREA OF THE OPENINGS THROUGH THE MEMBRANE DOES NOT EXCEED 100 SQ. IN. IN ANY 100 SQ. FT. OF
WALL AREA. THE ANNULAR SPACE BETWEEN THE WALL MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8".
38.ALL RECEPTACLES TO BE GFCI , TYPICAL THROUGHOUT.
1 -VALUE CENTER SPEED QUEEN -VC 110/240 15 600 1P-20A
PC PROVIDE DEDICATED DUPLEX RECEPTACLE AT 72" A.F.F1110/240 2.6 1 312 1P-15APAYMENT CENTER SPEED QUEEN MOUNTING BASE PROVIDED BY SEE DETAILS
E/A6 & F/A6. ALSO SEE DETAIL G/A8
3 TANKLESS WATER HEATER
NAVIEN NPE-240A 199 CFH 120 2 200WHPER INSTALLATION MANUAL
-1 AMERICAN STD. ISLAND SINK SINGLE
COMPARTMENT, SELF RIMMINGHS1 -----MODEL 7185803.208. (HOME DEPOT), WITH ADA
FAUCET & DRINK FOUNTAIN BUBBLER HEAD
MASTERCOOL T-STAT3SEE DETAILS D/M2 DOWN DISCHARGEEC1 240 7 1 1500 1P-30AEVAPORATIVE COOLER 10,000 CFM
BREEZAIR TBSI 580 62.7K BTU
1440 x 2 PROVIDE 2-POLE MOTOR RATED SWITCH AT STACKED DRYER WHICH SERVES BOTH TUMBLERS PER (NEC 430.112 (c)
(DISCONNECT NOT REQUIRED WHEN EQUIPMENT IS LOCATED WITHIN SIGHT OF THE CIRCUIT-BREAKER)17 DRYING TUMBLER, 45 POUND (STACKED UNIT)
SPEED QUEEN
PROVIDE 288 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D45S 240 12 1 2P-15A
PROVIDE DEDICATED NEMA 5-20R RECEPTACLE, VERIFY HEIGHT w/ EQUIP. MANUFACTURER7FRONT LOAD WASHER, 20 POUND
SPEED QUEEN SC20
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL20 208 5 2 2P-15A600
PROVIDE DEDICATED NEMA 5-20R RECEPTACLE, VERIFY HEIGHT w/ EQUIP. MANUFACTURER24FRONT LOAD WASHER, 40 POUND
SPEED QUEEN SC40
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL40 208 27.0 840 2P-20A
7 FRONT LOAD WASHER, 80 POUND
SPEED QUEEN SC80 SEE DETAIL H/A8 FOR CONNECTION TO SLABFL80 -12.4 2 1488 2P-20A PROVIDE DEDICATED NEMA 5-20R RECEPTACLE, VERIFY HEIGHT w/ EQUIP. MANUFACTURER
-7 DRYING TUMBLER, 75 POUND
SPEED QUEEN
PROVIDE 250 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D75 120 113.8 1656 1P-20A
VOLT
ELECTRICAL
AMPS PHASE REMARKS
ELECTRIC
PHASE BREAKERVA PERSYMBOLNUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION
120 4.2 1 504 1P-20A VENDING MACHINES ON SEPARATE CIRCUIT, PROVIDE DEDICATED DUPLEX RECEPTACLE AT 72" A.F.FVM12VENDING MACHINE
DRINK DISPENSER
CONTRACTOR MUST VERIFY EQUIP. DIMENSIONS
W/ PWS PRIOR TO FRAMING OPENING
INTERLOC W/ ROOM LIGHT1202011.5 1P-20A
------
------
------
1 EXHAUST FAN BROAN 505 OR EQUAL SEE DETAIL C/M2EF1
1 24" ECONOMY FLOOR MOP SINK W/
COMMERCIAL GRADE, WALL MTD. FAUCET
# 829-001 (WWW.CENTRALRESTAURANT.COM)
OR EQUAL ( SEE DETAILS H/P5 & I/P5)MS1
1WC1
1LAV1
AMERICAN STANDARD PRESSURE
ASSISTED TOILET
AMERICAN STANDARD WALL HUNG LAV
LUCERNE 0356421, WHITE
PROVIDE ZURN CONCEALED ARM
CARRIER OR EQUAL
CADET FLOWISE 2467136
TOILET SEAT 5905.100
CM1 PROVIDE DEDICATED DUPLEX RECEPTACLE AT 72" A.F.F11202.6 1 312 1P-15ACHANGE MACHINE, REAR LOAD
MODEL SC 34RL-D, BY "CHANGE-MAKERS INC."
MOUNTING BASE PROVIDED BY PWS SEE
DETAILS E/A6 & F/A6. ALSO SEE DETAIL G/A8
A-26,28
B-38,40
D-26
E-12
J
E-10
B-25,27
B-35,37
B-39,41
B-2,4
B-6,8
B-10,12B-21,23
B-17,19
B-13,15
B-9,11
B-5,7
B-1,3 B-14,16
B-18,20
B-22,24
B-26,28
B-30,32
B-34,36
D-1,3
D-5,7
D-9,11
D-13,15
D-17,19
E-1,3 D-25,27
D-29,31
D-33,35
E-5,7
E-9,11
E-13,15
E-17,19
E-21,23
E-25,27
D-37,39
D-24
D-22
D-20
D-18
D-16
D-14
A-1,3 A-5,7 A-9,11 A-13,15 A-17,19 A-21,23 A-25,27 A-29,31 A-33,35 A-37,39 A-2,4 A-6,8 A-10,12 A-14,16 A-18,20 A-22,24 D-2,4 D-6,8 D-10,12
(E) SUB PANEL "E"
100 AMP
120/240 1P 3W
(E) SUB PANEL "B"
175 AMP
120/240 1P 3W
(E) SUB PANEL "C"
(E) SUB PANEL "D"
175 AMP
120/240 1P 3W
(E) SUB PANEL "A"
175 AMP
120/240 1P 3W
(E
)
6
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1
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W
MA
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E-26
E-28
E-24
E-38
E-18 E-20
E-22
E-14 E-16 E-30 E-30
E-34
E-34
E-34
E-28
E-32
E-22
E-29
M
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3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
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DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
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P
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S
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D
CO
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C
I
A
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F
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1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
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A
A
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
E2.0
PANEL SCHEDULES &
SINGLE LINE
1 VALUE CENTER SPEED QUEEN -VC
PC 1 PAYMENT CENTER SPEED QUEEN MOUNTING BASE PROVIDED BY SEE DETAILS
E/A6 & F/A6. ALSO SEE DETAIL G/A8
4 TANKLESS WATER HEATER
NAVIEN NPE-240A 199 CFHWH PER INSTALLATION MANUAL
1 AMERICAN STD. ISLAND SINK SINGLE
COMPARTMENT, SELF RIMMINGHS1 MODEL 7185803.208. (HOME DEPOT), WITH ADA
FAUCET & DRINK FOUNTAIN BUBBLER HEAD
3 SEE DETAILS D/M2 DOWN DISCHARGEEC1EVAPORATIVE COOLER 10,000 CFM
BREEZAIR TBSI 580 62.7K BTU
17 DRYING TUMBLER, 45 POUND (STACKED UNIT)
SPEED QUEEN
PROVIDE 288 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D45S
7 FRONT LOAD WASHER, 20 POUND
SPEED QUEEN SC20
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL20
24 FRONT LOAD WASHER, 40 POUND
SPEED QUEEN SC40
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL40
7 FRONT LOAD WASHER, 80 POUND
SPEED QUEEN SC80 SEE DETAIL H/A8 FOR CONNECTION TO SLABFL80
7 DRYING TUMBLER, 75 POUND
SPEED QUEEN
PROVIDE 250 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D75
SYMBOL NUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION
VM1 1 VENDING MACHINE
DRINK DISPENSER
CONTRACTOR MUST VERIFY EQUIP. DIMENSIONS
W/ PWS PRIOR TO FRAMING OPENING
4 EXHAUST FAN BROAN 688 50 CFM SEE DETAIL C/M2EF1
1 24" ECONOMY FLOOR MOP SINK W/
COMMERCIAL GRADE, WALL MTD. FAUCET
# 829-001 (WWW.CENTRALRESTAURANT.COM)
OR EQUAL ( SEE DETAILS H/P5 & I/P5)MS1
1WC1
1LAV1
AMERICAN STANDARD PRESSURE
ASSISTED TOILET
AMERICAN STANDARD WALL HUNG LAV
LUCERNE 0356421, WHITE
PROVIDE ZURN CONCEALED ARM
CARRIER OR EQUAL
CADET FLOWISE 2467136
TOILET SEAT 5905.100
CM1 1 CHANGE MACHINE, REAR LOAD
MODEL SC 34RL-D, BY "CHANGE-MAKERS INC."
MOUNTING BASE PROVIDED BY PWS SEE
DETAILS E/A6 & F/A6. ALSO SEE DETAIL G/A8
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
D45S
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL40
FL20
FL20
FL20
FL20
FL20
FL20
FL20
FL40
FL40
FL40
FL40
FL40
FL80
FL40
FL80
FL80
FL80
FL80
FL80
FL80
FL80
EC1
EC1
EC1
VC
SM1
VM1EC1
EF1
EF1
WH
EXISTING 600 AMP METER AND MAIN "MSB"
120/240 - 1~ - 3W
SINGLE LINE DIAGRAM
N.T.S.
3/4" C, 1 #3/0 CU TO CW
UFER GROUND
TRANS. VAULT
PULL SECTION
PER UTILITY CO.
PROVIDE LANDING
(2) 4" CONDUIT TO
N
M
600A
3P
JJN
CLASS L
PNL.
4#
3
/
0
C
U
.
,
1
#
2
C
U
G
R
O
U
N
D
2
1
/
2
"
C
.
A
600A 120/208V. 3~,4W BUS BRACED @ 42KAIC
B
PNL.
4#
3
/
0
C
U
.
,
1
#
2
C
U
G
R
O
U
N
D
2
1
/
2
"
C
.
PNL.
4#
3
/
0
C
U
.
,
1
#
2
C
U
G
R
O
U
N
D
2
1
/
2
"
C
.
D
17
5
A
3
P
17
5
A
3
P
17
5
A
3
P
EXISTING FREESTANDING
WEATHER PROOF NEMA 3R
INSTANT SWITCHBOARD
WITH LOCKABLE CABINET.
A
PNL.
E
3-#2 CU., 1-#2 CU GROUND, 1"C
EXISTING
EXISTING EXISTING EXISTING
EXISTING
100 AMP
ELECTRICAL LOAD ANALYSIS
DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD
LIGHTING AND SIGNS
WASHER AND DRYER MOTORS
MISC RECEPTACLES
TOTAL LOADS 109,898 VA 87,771 VA
365.7 AMPS
ROOF TOP COOLERS 2040 VA 125%2,040 VA
7,300 VA 125%9,125 VA
95,808 VA 75%71,856 VA
4,750 VA 100%4,750 VA ELECTRICAL CORRECTIONS 6-9-251
1
1
LIGHTING PLAN A1/4"=1'-0"
M
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.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
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i
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2
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2
5
,
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.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
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M
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N
T
F
O
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:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
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A
A
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25
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.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2025
E3.0
ELECTRICAL
LIGHTING PLANEXIT LIGHT w/ EMERGENCY
BATTERY PACKEXITD
FIXTURE SCHEDULE
SYMBOL NOTATION MANUF. & CATALOG NO.DESCRIPTION LAMP
RESTROOM EXHAUST FANE
LETTERS TO BE GREEN IN
COLOR
B
INCLUDED RECESSED TYPE W / EDGE -
LIT CLEAR ACRYLIC BLADE
OR EQUAL
BROAN MODEL NO. S13060W (TOTAL)
C
44W
LED
FSG
CAT# FSG-TF24352' x 2' LED LAY-IN
A
STRIP LIGHT
4' - LED TRADITIONAL LINEAR SUPERIOR LIGHTING
25W (TOTAL)S18057
6201V-4FT-50W-40K-D
GLOBALUX 2'x4' RECESSED
LED
40 W (TOTAL)LCB-24-40-MVD-840
(OR APPROVED EQUAL)
AAAAAAA
AAAAAA
AAAAAA
AAAAAA
A
B
B
B
B
BBBBBBB
E C
C
A-2
A-4
A-2A-2A-2A-2A-2A-2
A-4A-4A-4A-4A-4
A-2A-2A-2A-2A-2A-2A-2
A-4A-4A-4A-4A-4A-4
TC
PROVIDE C.E.C. APPROVED 365 DAY PROGRAMMABLE
TIME CLOCK WITH MANUAL OVERRIDE SWITCH FOR
LIGHTING CIRCUITS
E-40
A-14
SHOW WINDOW
NEW SUSPENDED CLG.
@ 10'-0" A.F.F. (TYP.)
A
A9
A-
4
OPEN TO ROOF DECK
@ 13'-9" A.F.F.
EXISTING HARD LID CLG.
@ 8'-0" A.F.F.
A-
2
A-14
SHOW WINDOW
A-14
SHOW WINDOW
OPEN TO ROOF DECK
@ 13'-9" A.F.F.
OPEN TO ROOF DECK
@ 13'-9" A.F.F.
NEW SUSPENDED CLG.
@ 10'-0" A.F.F. (TYP.)
B
A2.1
A-4
A-4
A-4
A-4
A-4A-4A-2A-2A-2A-2A-2
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A
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C
H
I
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E
C
T
S
I
N
C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
p
y
r
i
g
h
t
2
0
2
5
,
M
P
A
A
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c
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c
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,
I
n
c
.
.
A
l
l
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i
g
h
t
s
r
e
s
e
r
v
e
d
.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
R
O
V
E
M
E
N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
E4.0
TITLE 24 LIGHTING
FORMS
ELECTICAL CORRECTIONS 6-9-251
1
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
D45S
FL20
FL20
FL20
FL20
FL20
FL20
FL20
D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S FL80 FL80 FL80
D75
D75
D75
D75
D75
D75
D75
FL80
FL80
FL80
FL80EC1EC1EC1EC1
EC1EC1
EC1EC1
MECHANICAL PLAN A1/4"=1'-0"
M
P
A
A
R
C
H
I
T
E
C
T
S
I
N
C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
p
y
r
i
g
h
t
2
0
2
5
,
M
P
A
A
r
c
h
i
t
e
c
t
s
,
I
n
c
.
.
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
R
O
V
E
M
E
N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
M1.0
MECHANICAL PLAN
NORTH
PROVIDE & INSTALL A MIN. 12" X 12" PERMANENTLY MOUNTED
SIGN STATING THE FOLLOWING " FOR MAXIMUM EFFICIENCY OF
THIS FACILITY VENTILATION SYSTEM, THIS DOOR MUST BE
FIXED IN AN OPEN POSITION WHEN THE VENTILATION SYSTEM
IS IN OPERATION
SIGNAGE NOTE 1:
MECHANICAL NOTES
1.PROVIDE AND INSTALL AS NECESSARY
I.ALL NECESSARY ROOF PENETRATIONS FOR SHEET METAL, HVAC AND PLUMBING VENTS.
EXHAUST FLUES FROM EACH DRYING TUMBLER THROUGH ROOF.II.
FLASH AND PATCH TO FORM A WATER TIGHT SEAL.
EACH FLUE IS TO BE CAPPED WITH A 180 DEG BEND WHICH MUST TERMINATE WITH A
MINIMUM OF 36" CLEARANCE ABOVE THE ROOF.
III.EXHAUST FLUES FROM EACH INTERIOR WATER HEATER THROUGH ROOF.
25 GAUGE GALVANIZED METAL COMBUSTION AIR INTAKES FOR GAS BURNING EQUIPMENT.IV.
FLASH AND PATCH TO FORM A WATER TIGHT SEAL.
FLASH AND PATCH AS NECESSARY TO FORM A WATER TIGHT SEAL.
HIGH AND LOW LEVEL AIR SHOULD BE INSTALLED AS PER LOCAL CODE.
VENT FOR RESTROOM FAN, THROUGH ROOF WITH WATER TIGHT SEAL AND CAP.V.
HEATING EQUIPMENT (WHEN SPECIFIED) , COMPLETE WITH GAS AND ELECTRICAL CONNECTIONS.VI.
ALL NECESSARY MECHANICAL, VENTILATION AND HEAT RELIEF DISCHARGE OPENINGS FLASHVII.
AND PATCH AS NECESSARY TO FORM A WATER TIGHT SEAL.
USE CAUTION NOT TO OBSTRUCT SERVICE AREA, TAPE ALL CONNECTIONS, AND HOLD ALLVIII.
DIMENSIONS TO A MINIMUM.
(a)
(b)
(a)
(a)
(b)
VERIFY ALL FIELD CONDITIONS
IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO VISIT THE JOB SITE TO
FAMILIARIZE HIMSELF WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS, PLUMBING
LOCATIONS, ELECTRICAL RUNS AND POINTS OF CONNECTION TO EXISTING DUCT SYSTEMS.
ADDITIONALLY, MECHANICAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND
DIMENSIONS OF SUCH ITEMS AS HVAC EQUIPMENT, DUCTWORK, ETC. PRIOR TO
COMMENCING ANY WORK.
ALL HVAC WORK TO BE PERFORMED IN COMPLIANCE WITH LOCAL CODES AND LANDLORD
CRITERIA.
COMBUSTION AIR/MAKE-UP AIR CALCULATIONS (DRYERS)
COMBUSTION AIR REQUIREMENTS SPECIFIED IN CHAPTER 7 OF THE UMC ARE SUPERSEDED BY THE MORE
STRINGENT REQUIREMENTS REQUIRED BY THE MANUFACTURE. THESE REQUIREMENTS ARE AS FOLLOWS:
PER THE MANUFACTURER (SEE DOCUMENTATION), USING DUCTS TO PROVIDE THE REQUIRED AIR IS
DETRIMENTAL TO THE PROPER FUNCTION OF THIS EQUIPMENT, THEREFORE COMBUSTION/MAKE-UP AIR
SHOULD BE PROVIDED USING GRAVITY VENTS OR WALL VENTS TO OUTSIDE AIR
PER CMC: VENTING SYSTEM SHALL TERMINATE AT LEAST
THREE FEET ABOVE AN OUTSIDE- OR MAKEUP-AIR INLET
LOCATED WITHIN TEN FEET AND AT LEAST FOUR FEET FROM A
PROPERTY LINE, EXCEPT A PUBLIC WAY
EXHAUST VENTING NOTES:
RESIDUAL HEAT PRODUCED FROM DRYERS WILL PROVIDE HEAT
FOR OCCUPANTS MAINTAINING A MINIMUM OF 68 DEGREES
FAHRENHEIT.
RESIDUAL HEATING FROM DRYERS :
75 POUND DRYERS x 250 SQUARE INCHES 7 SQUARE INCHES1750
TOTAL AREA REQUIRED
24" X 24" VENTS REQUIRED = 144 =46.1 / 4 SQ. FT. =11.5
REQUIRED = - 24" SQUARE DUCTS FOR DRYER MAKE-UP/COMBUSTION AIR12
SQUARE INCHES6646
SQ. IN.6646
45 POUND STACKED DRYERS x 288 SQUARE INCHES 17 SQUARE INCHES4896
EXISTING PROVIDED = - 24" SQUARE DUCTS FOR DRYER MAKE-UP/COMBUSTION AIR 20
4 TANKLESS WATER HEATER
NAVIEN NPE-240A 199 CFHWH 27.4"82 17.3"13"199,900 799,600PER INSTALLATION MANUAL
4 SEE DETAILS D/M2 DOWN DISCHARGEEC1 29"45"199 45"25,930 103,720 -EVAPORATIVE COOLER 5,500 CFM
BREEZAIR TBQI 5500 25.9 K BTU
3,230,000 -190,00017DRYING TUMBLER, 45 POUND (STACKED UNIT)
SPEED QUEEN
PROVIDE 288 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D45S 81 1/16"34 1/2"673 48 5/8"
---7 FRONT LOAD WASHER, 20 POUND
SPEED QUEEN SC20
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL20 42"390 26"25 5/8"
24 FRONT LOAD WASHER, 40 POUND
SPEED QUEEN SC40
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL40 706 47"30 5/8"36"---
7 FRONT LOAD WASHER, 80 POUND
SPEED QUEEN SC80 SEE DETAIL H/A8 FOR CONNECTION TO SLABFL80 56"51 5/8"41 1/2"1406 ---
1,155,000 -165,0007DRYING TUMBLER, 75 POUND
SPEED QUEEN
PROVIDE 250 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D75 76 5/8"615 38 5/8"53"
GAS
UNIT
BTU's PER TOTAL
BTU's REMARKSSYMBOLNUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION WEIGHT & DIMENSIONS
WIDTH HEIGHTDEPTHWEIGHT
LBS.
10"10"
18"
10"10"
18"
10"10"
18"
10"10"
18"
10"10"
18"
10"
15"
8"
12"
15"
8"
8"
8"
12"
D
M2
TYP. OF 4
EXISTING
A
M2.0
EXISTING
C
M2.0
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
IN WALL AND ROOF COMBINED
B
M2
TYP. OF (6)
24" SQ. MAKE-UP
INTAKE DUCTS AS SHOWN
1
1
BUILDING CORRECTIONS 5-7-251
1
PROVIDE & INSTALL A MIN. 12" X 12" PERMANENTLY MOUNTED
SIGN STATING THE FOLLOWING " FOR MAXIMUM EFFICIENCY OF
THIS FACILITY VENTILATION SYSTEM, THIS DOOR MUST BE
FIXED IN AN OPEN POSITION WHEN THE VENTILATION SYSTEM
IS IN OPERATION PER [ASHRAE 62.1:6.4.2]
SIGNAGE NOTE 1:
SEE NOTE:1
1
MECHANICAL CORRECTIONS 6-9-251
1
4EF1 EXHAUST FAN BROAN 688 50 CFM SEE DETAIL C/M2 (INTERLOCK WITH DRYERS IN
DRYER BAYS)1
BUILDING CORRECTIONS 6-10-252
2
EC1 EC1
EC1
EC1
MECHANICAL ROOF PLAN A1/4"=1'-0"
M
P
A
A
R
C
H
I
T
E
C
T
S
I
N
C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
p
y
r
i
g
h
t
2
0
2
5
,
M
P
A
A
r
c
h
i
t
e
c
t
s
,
I
n
c
.
.
A
l
l
r
i
g
h
t
s
r
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s
e
r
v
e
d
.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
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M
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N
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F
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:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
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D
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25
0
2
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C
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A
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.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
M1.1
MECHANICAL ROOF
PLAN
NORTH
4 TANKLESS WATER HEATER
NAVIEN NPE-240A 199 CFHWH 27.4"82 17.3"13"199,900 799,600PER INSTALLATION MANUAL
4 SEE DETAILS D/M2 DOWN DISCHARGEEC1 29"45"199 45"25,930 103,720 -EVAPORATIVE COOLER 5,500 CFM
BREEZAIR TBQI 5500 25.9 K BTU
3,230,000 -190,00017DRYING TUMBLER, 45 POUND (STACKED UNIT)
SPEED QUEEN
PROVIDE 288 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D45S 81 1/16"34 1/2"673 48 5/8"
---7 FRONT LOAD WASHER, 20 POUND
SPEED QUEEN SC20
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL20 42"390 26"25 5/8"
24 FRONT LOAD WASHER, 40 POUND
SPEED QUEEN SC40
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLABFL40 706 47"30 5/8"36"---
7 FRONT LOAD WASHER, 80 POUND
SPEED QUEEN SC80 SEE DETAIL H/A8 FOR CONNECTION TO SLABFL80 56"51 5/8"41 1/2"1406 ---
1,155,000 -165,0007DRYING TUMBLER, 75 POUND
SPEED QUEEN
PROVIDE 250 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D75 76 5/8"615 38 5/8"53"
GAS
UNIT
BTU's PER TOTAL
BTU's REMARKSSYMBOLNUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION WEIGHT & DIMENSIONS
WIDTH HEIGHTDEPTHWEIGHT
LBS.
10"10"
18"
10"10"
18"
10"10"
18"
10"10"
18"
10"10"
18"
10"
15"
8"
12"
15"
8"
8"
8"
12"
D
M2
TYP. OF 4
EXISTING
A
M2.0
EXISTING
C
M2.0
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
EXISTING
24"X48" VENT FOR
DRYER COMBUSTION
B
M2
TYP. OF (6)
24" SQ. MAKE-UP
INTAKE DUCTS AS SHOWN
1
BUILDING CORRECTIONS 5-7-251
1
SEE NOTE:1
MECHANICAL CORRECTIONS 6-9-251
1
C
M2
4EF1 EXHAUST FAN BROAN 688 50 CFM SEE DETAIL C/M2 (INTERLOCK WITH DRYERS IN
DRYER BAYS)1
C
M2
TYP OF 4
M
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.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
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O
V
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M
E
N
T
F
O
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:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
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.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2025
M2.0
MECHANICAL DETAILS
EXISTING EXHAUST DUCT THROUGH ROOF
4" METAL
FLANGE
1/2"
ROOF SHEATHING
HOT MOPPED CAP SHEET
NEW EXHAUST DUCT
4"4"4"
24 GA. G.I. ROOF JACK,
STAINLESS STEEL PIPE CLAMP
PRIME BOTH SIDES OF FLANGE AND
SET IN BED OF ROOFING CEMENT
COVER FLANGE W/ 2 LAYERS FELT, HOT MOPPED
ROOFING CEMENT
URETHANE SEALANT
C
VERTICAL EXHAUST, DRYER UNITS
NO SCALE
A
FLOOR
STACKED DRYER
180 1/8 DEGREE
SWEEP ELBOW
STORM COLLAR ROOF JACK
2" MIN. CLEAR
ROOF
CL
E
A
R
1
2
"
M
I
N
.
STACKED DRYER UNITS
NO SCREEN OR CAP
CL
E
A
R
A
N
C
E
36
"
M
I
N
.
STACKED DRYER
EXISTING GENERIC GRAVITY ROOF VENT
NO SCALE
NOTE:
NEITHER END OF DUCTS
WHICH TERMINATE IN ATTIC
SPACES SHALL BE SCREENED
(UMC 704.3)
2"
8"
6"
6"
PLAN VIEW
B
40
"
40"
TOP VIEW
6"
GALVENIZED SHEET METAL
1/4" WIRE MESH
CROSS SECTION
40"
1814026
(E) RAFTERS OR TRUSSES
ROOF SHEATHING BEYOND
22 1/2" x 25 5/8"
4 SQ. FT. NET OPENING
22 1/2"
25
1
/
2
"
EVAPORATIVE COOLER DETAIL
FINISH CEILING LINE
SUPPLY AIR GRILLE, 18" x 18"
SUPPLY DUCT, 24" x 24"
NO SCALE
1/2" WATER SUPPLY
4X6 CURB BY HVAC CONTRACTOR
CONN. OUTSIDE OF CURB
AS REQUIRED TO ALLOW DRAIN
CURB SIZE TO BE FIELD VERIFIED
EXISTING ROOF SURFACE
FLASHING CONE
SHUT-OFF VALVE
GASKET
HOSE BIBB
D
BY GEN. CONTRACTOR
CANT STOP & ROOFING
LEVEL 2x12 ROOF CURB,
EVAPORATOR COOLER
8"
10"
@ 30LB STACKED DRYER
@ 45LB STACKED DRYER
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
D45S
FL20
FL20
FL20
FL20
FL20
FL20
FL20
D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S FL80 FL80 FL80
D75
D75
D75
D75
D75
D75
D75
FL80
FL80
FL80
FL80EC1EC1
EC1
EC1
M
P
A
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C
H
I
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C
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I
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C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
p
y
r
i
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2
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2
5
,
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A
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.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
R
O
V
E
M
E
N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
P1.0
WASTE PLAN
PLUMBING WASTE PLAN A1/4"=1'-0"
PRIVATE "IN LINE" WATER METERING DEVICE
HWR HOT WATER RETURN PIPING
G FUEL GAS PIPING
- RISE IN PIPE
- DROP IN PIPE
- TEE UP
- TEE DOWN
- DIRECTION OF FLOW
- DIRECTION OF SLOPE DOWN
FCO FLOOR CLEAN OUT
COTG CLEAN OUT TO GRADE
CO CLEAN OUT
DSP DRY STANDPIPE PIPING
WSP WET STANDPIPE PIPING
W WASTE PIPING BEL. F.F. OR GRD.
W WASTE PIPING ABV. F.F. OR GRD.
V VENT PIPING BEL. F.F. OR GRD.
V VENT PIPING ABV. F.F. OR GRD.
CW COLD WATER PIPING
HW HOT WATER PIPING
IW INDIRECT WASTE PIPING
GV GATE VALVE
CV CHECK VALVE
OS&Y OUTSIDE SCREW & YOKE VALVE
GC GAS COCK
PTV PRESS., TEMP., AND RELIEF VALVE
SOV SHUT-OFF VALVE
U UNION
HB HOSE BIBB
BFP BACK FLOW PREVENTION ASS'Y.
PRV PRESS. REDUCING VALVE
FE FIRE EXTINGUISHER
POC POINT OF CONN.
VTR VENT THRU ROOF
W/H WATER HEATER
W/M
M
W/M
P.W.M.
IW
WSP
DSP
(UTILITY COMPANY METER)WATER METER
TO COMPLETE HIS/HER WORK.
PLUMBING SHEET NOTES
GOVERNING THIS JURISDICTION.
APPLICABLE BUILDING CODES, LOCAL OR OTHERWISE.
LOCATIONS/DEPTH AND PROPOSED POINT OF CONNECTIONS.
LOSS. USE MIN. 1 INCH INSULATION ON HOT WATER PIPING.
SHALL BE PLUMBED AND LEVELED.
BUILDING EXCEEDS 70 P.S.I.G.
1/8" PER FOOT, AS REQUIRED, WITH THE APPROVAL OF THE ADMINISTRATIVE AUTHORITY.
AIR CHAMBERS SHALL BE PROVIDED FOR EACH FIXTURE AT HOT AND COLD WATER CONNECTIONS.
ALL PIPING SHALL BE PRESSURE TESTED TO THE APPROVAL OF THE ADMINISTRATIVE
HOT WATER PIPING SHALL BE INSULATED WITH FIBERGLASS PIPE INSULATION WITH A VAPOR
BARRIER, AS REQUIRED FOR LOCAL WEATHER CONDITIONS TO PREVENT EXCESSIVE ENERGY
WALL HUNG FIXTURES SHALL BE SECURELY ATTACHED TO WOOD BLOCKING
ALL FIXTURES SHALL BE SECURELY ATTACHED TO SUPPORTING SURFACES AS SPECIFIED AND
THE CONTRACTOR SHALL INSTALL A PRESSURE REDUCING STATION WHERE WATER PRESSURE TO
SINKS WITH A LEGAL AIR GAP OR APPROVED BACKFLOW PREVENTION DEVICE.
ALL EQUIPMENT GIVING OFF WASTE OR CONDENSATE ARE REQUIRED TO DRAIN INTO FLOOR
WASTE PIPING SHALL BE PITCHED AT A MINIMUM OF 1/4" PER FOOT WHERE POSSIBLE.
PIPING GREATER THAN 4 INCHES IN DIAMETER ONLY, MAY BE PITCHED AT A MINIMUM OF
ALL PIPING AND EQUIPMENT SHALL COMPLY WITH THE LATEST IAPMO STANDARDS AND ALL
SITE CONDITIONS INCLUDING BUT NOT LIMITED TO METER LOCATIONS, LATERAL
IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED
ALTERNATE METHODOLOGY AND/OR MATERIALS COMPLY WITH ALL CODES AND ORDINANCES
THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS NECESSARY
CONFORM TO APPLICABLE CODES. IT IS NOT THE INTENTION OF THE PLAN PREPARER TO
THESE DRAWINGS ARE DIAGRAMMATIC AND HAVE BEEN PREPARED TO SUGGEST POSSIBLE SIZE,
ROUTES, LOCATION AND TERMINATION OF PLUMBING PIPING AND EQUIPMENT AS REQUIRED TO
LIMIT THE METHODOLOGY AND/OR MATERIALS UTILIZED BY THE PLUMBING CONTRACTOR WHEN
PRIOR TO PLACING IN SERVICE.
WITH APPROVED DIELECTRIC COUPLINGS.
SIZE
LARGER SIZES
EXCEPT WHEN ALLOWABLE BY THE GOVERNING AUTHORITY.
LAVATORY FAUCETS IN RESTROOM S SHALL BE THE SELF CLOSING TYPE
WATER HEATER / BOILER IS ON THE CALIFORNIA ENERGY COMMISSION (C.E.C.) LIST. PROVIDE
EXPANSION TANK OR APPROVED METHOD OF RELEIVING PRESSURE (608.3 C.E.C.)
LAVATORY TAILPIPE AND HOT WATER LINES SHALL BE INSULATED OR COVERED PER CBC 11B-606.5
JANITORIAL SINK FAUCETS SHALL BE PROTECTED W/ AN APPROVED BACKFLOW PREVENTION DEVICE.
COLD AND HOT WATER PIPING TO FIXTURES SHALL BE THOROUGHLY FLUSHED AND RINSED
5 PSI FOR 15 MINUTES WATER PIPING: MIN. WATER PRESSURE 120 PSI FOR 15 MINUTES
PROVISIONS FOR EXPANSION SHALL BE INSTALLED WHERE NECESSARY PER THE UNIFORM
HOT AND COLD WATER PIPING SHALL BE INSTALLED A MINIMUM OF 12" APART WHERE PIPING
ALL ROOF PENETRATIONS SHALL BE FLASHED AND COUNTER FLASHED TO ENSURE A DURABLE
CONNECTIONS BETWEEN COPPER OR BRASS PIPING AND FERROUS MATERIALS SHALL BE MADE
INSTALLED AND CAPPED IN ATTIC SPACE. INSULATE PER TITLE 24 REQUIREMENTS.
WHERE HOT WATER IS NOT PROVIDED TO LAVATORY, HOT WATER SUPPLY LINE SHALL
ALL FLOOR MOUNTED SANITARY CLEANOUTS SHALL HAVE SKID RESISTANT COVER PLATES
SANITARY AND POTABLE WATER PIPING SHALL NOT BE INSTALLED WITHIN THE SAME TRENCH
WATER CLOSET FLUSH CONTROL VALVE SHALL BE IN COMPLIANCE WITH 11B-604.6 CBC
ALL FLOOR, WALL OR GROUND CLEANOUTS SHALL BE INSTALLED IN A MANNER THAT PROVIDES
SUFFICIENT SPACE FOR SEVILLE AND IS IN COMPLETE COMPLIANCE WITH ALL GOVERNING CODES.
ALL PIPING SHALL BE SUPPORTED AT THE MINIMUM INTERVALS SHOWN BELOW:
AUTHORITY AND MINIMUM STANDARDS AS FOLLOWS: SANITARY PIPING: MIN. WATER PRESSURE
21.
SYMBOL
PLUMBING LEGEND
ABBR.
27.
26.
25.
24.
23.
22.
IS PARALLEL.
20.
19.
18.
3/4"
1"
WATERPROOF MEMBRANE.
1/2"
14.
16.
17.
15.
13.
12.
PLUMBING CODE.
5.
8.
10.
11.
9.
7.
6.
4.
3.
2.
1.
DESCRIPTION
8 FEET O/C
8 FEET O/C
10 FEET O/C
6 FEET O/C
SUPPORT SPACING
INSTALLATION OF SOIL OR DRAIN PIPES IN FOOD HANDLING ESTABLISHMENTS WILL COMPLY28.
WITH SECTION 318.0 CPC.
BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.029.
OF THE CALIFORNIA PLUMBING CODE.
ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY.30.
A WATER HEATER PRESSURE AND TEMPERATURE RELIEF DRAIN THAT TERMINATES OUTSIDE31.
THE BUILDING SHELL SHALL COMPLY WITH SECTION 608.5 CPC.
PROVIDE EXPANSION TANK OR OTHER APPROVED METHOD OF RELIEVING PRESSURE32.
33.
FOR NEW WATER HEATER PER SECTION 608.3 CPC.
PER CPC 309.5 THE PLUMBING PIPING SYSTEM WILL BE DESIGNED AND INSTALLED IN CONFORMANCE 34.
WITH SOUND LIMITATIONS AS REQUIRED IN CBC.
PER CPC 906.1, ASB/PVC VENT TERMINATIONS UP THROUGH THE ROOF EXPOSED TO SUNLIGHT ARE 35.
REQUIRED TO BE PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS
PUBLIC LAVATORIES ARE REQUIRED TO BE SELF CLOSING OR SELF METERING CPC 407.436.
ALL EXISTING PLUMBING WASTE AND VENT LINES ARE EXISTING
TO REMAIN. THEY ARE SHOWN FOR REFERENCE ONLY AND
NEED TO BE FIELD VERIFIED. EXISTING WASHING MACHINES
ARE BEING REPLACED WITH NEW IN EXISTING LOCATIONS.
WASTE PLAN NOTE:
MAX FLOW RATE SET BY CALIF. GREEN CODE (5.303.2.2): WATER CLOSETS 1.28 GA/FLUSH, LAVATORY
FAUCETS 0.5 GA/FLUSH, LAUNDRY SINK FAUCETS 0.5 GA/FLUSH.
15
'
3" VTR
LINT SCREEN
15
'
3" VTR
LINT SCREEN
(E) 4" WASTE
72 FIXTURE
UNITS 4" WASTE
(E) 6" WASTE
P.O.C
(N
)
6
"
W
A
S
T
E
236 FIXTURE
UNITS 4" WASTE
72 FIXTURE
UNITS 4" WASTE
24 FIXTURE
UNITS 4" WASTE
15
'
3" VTR
15
'
C
P1
3" VTR
42 FIXTURE
UNITS 4" WASTE
VERIFY LOCATION VERIFY LOCATION
(E) 4" WASTE
EXISTING RESTROOM
B
P4.0
3" W
P&T VALVE TO
INDIVIDUALLY
DISCHARGE TO
MOP SINK
(E
)
4
"
W
A
S
T
E
VE
R
I
F
Y
L
O
C
A
T
I
O
N
-7 FRONT LOAD WASHER, 20 POUND
SPEED QUEEN SC20
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLAB 2"4"2"6FL20 -
-24 FRONT LOAD WASHER, 40 POUND
SPEED QUEEN SC40
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLAB 3"4"2"6FL40 -
-7 FRONT LOAD WASHER, 80 POUND
SPEED QUEEN SC80 SEE DETAIL H/A8 FOR CONNECTION TO SLAB 3"4"2"6FL80 -
TRAP
MINIMUM SIZE
VENTWASTE EACH
FU's REMARKSFU's
TOTAL
WASTE
SYMBOL NUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION
-2"4"2"3.0 -
-INT 4"2"4.0 -
-1-1/2"2"2"1.0 -
1 24" ECONOMY FLOOR MOP SINK W/
COMMERCIAL GRADE, WALL MTD. FAUCET
# 829-001 (WWW.CENTRALRESTAURANT.COM)
OR EQUAL ( SEE DETAILS H/P5 & I/P5)MS1
1WC1
1LAV1
AMERICAN STANDARD PRESSURE
ASSISTED TOILET
AMERICAN STANDARD WALL HUNG LAV
LUCERNE 0356421, WHITE
PROVIDE ZURN CONCEALED ARM
CARRIER OR EQUAL
CADET FLOWISE 2467136
TOILET SEAT 5905.100
VERIFY LOCATION
21 FIXTURE
UNITS 4" WASTE
(N) 4" WASTE
(E
)
W
MS1
A
P4
C
P4
C
P1
C
P1
C
P1
OVERFLOW TO ROOF DRAINOVERFLOW TO ROOF DRAINOV
E
R
F
L
O
W
T
O
R
O
O
F
D
R
A
I
N
OV
E
R
F
L
O
W
T
O
R
O
O
F
D
R
A
I
N
EXISTING ROOF DRAIN
PLUMBING CORRECTIONS 6-9-251
1
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
FL40 FL40
D45S
FL20
FL20
FL20
FL20
FL20
FL20
FL20
D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S D45S FL80 FL80 FL80
D75
D75
D75
D75
D75
D75
D75
FL80
FL80
FL80
FL80EC1EC1
EC1
M
P
A
A
R
C
H
I
T
E
C
T
S
I
N
C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
p
y
r
i
g
h
t
2
0
2
5
,
M
P
A
A
r
c
h
i
t
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c
t
s
,
I
n
c
.
.
A
l
l
r
i
g
h
t
s
r
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s
e
r
v
e
d
.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
R
O
V
E
M
E
N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2025
P2.0
PLUMBING GAS
PLAN
PLUMBING GAS PLAN A1/4"=1'-0"
TOTAL DEVELOPED LENGTH LOW PRESSURE =
TOTAL BTU'S =
BTU'S
GAS LINE CALCULATIONS
GAS TO BE USED HAS A SPECIFIC GRAVITY OF SIXTY HUNDREDTHS (0.06) AND
ELEVEN HUNDRED (1,100) BTU PER CUBIC FOOT DELIVERED AT EIGHT (8) INCH
WATER COLUMN PRESSURE.
100'
5,181,000 BTU
5,181000 / 1,000 = 5,181 CFH (MAX. DELIVERY OF CUBIC FEET OF GAS PER HOUR.)
4 TANKLES WATER HEATER @ 199,900 BTU'S 796,000 BTU
17 3,230,000 BTU45 LB STACKED DRYER @ 190,000 BTU EACH
SPECIFICATIONS
CONTRACTOR SHALL REVIEW DRAWINGS AND INSPECT JOB SITE PRIOR TO BIDDING ANY DISCREPANCIES BETWEEN
DRAWING AND JOB SITE CONDITIONS SHALL BE NOTED AND INDICATED ON THE BID SUBMITTAL. DRAWING IS
DIAGRAMMATIC. LOCATE NEW PIPE IN A NEAT AND WORKMAN LIKE FASHION.
CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE GAS SUPPLY SYSTEM THAT MEETS THE INTENT OF THE
PROJECT. ALL REQUIRED LABOR AND MATERIALS ARE NOT SHOWN ON THE DRAWING.
CONTRACTOR TO COMPLETE ALL TRENCHING AND BACK FILLING AND PAVING REQUIRED FOR UNDERGROUND
INSTALLATIONS.
CONTRACTOR TO COORDINATE TIE IN TO AVOID HAVING CONFLICTS WITH OTHER TENANTS. REVIEW WITH PROJECT
COORDINATOR.
INSTALL DIELECTRIC FITTINGS BETWEEN FERROUS AND NONFERROUS MATERIALS.
ALL WORK SHALL MEET CURRENT 2019 CBC, CPC, CMC, AND EQUIPMENT MANUFACTURERS INSTALLATION INSTRUCTIONS
AND INDUSTRY STANDARDS.
CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND PAY ALL FEES.
CONTRACTOR TO PROVIDE CUT SHEETS OF ALL PROPOSED MATERIALS INCLUDING PIPE SUPPORTS TO THE OWNER AND
ENGINEER AND CITY FOR APPROVAL BEFORE PURCHASE.
PROVIDE A MEANS OF THERMAL EXPANSION WHERE REQUIRED.
MATERIALS AND EQUIPMENT AND THE INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. FOR THE SAME
PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PREMISE CAUSED BY DEFECTS IN WORKMANSHIP.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
NO MEDIUM GAS INSIDE OF BUILDING PROPOSED. ALL GAS LINES INSIDE BUILDING TO BE STANDARD PRESSURE.
GAS PLUMBING SYSTEM DESIGNED FOR 5 PSI PRESSURE WITH A DROP TO 1.5PSI. SEE BELOW FOR PIPE SIZING DETAILS.
11.
12.
7 1,155,000 BTU75 LB @ 165,000 BTU EACH
MINIMUM MAIN SUPPLY PIPE SIZE REQUIREMENT PER TABLE 1216.2(1) ( 2016 CPC )
LOW PRESSURE MIN. PIPE SIZE REQUIRED = 4"
ALL EXISTING GAS LINES ARE EXISTING TO REMAIN. THEY ARE
SHOWN FOR REFERENCE ONLY AND NEED TO BE FIELD
VERIFIED. ALL EXISTING EQUIPMENT IS BEING REPLACED WITH
NEW IN EXISTING LOCATIONS.
GAS PLAN NOTE:
4" GAS (5,181 CFH)
TOTAL LENGTH= 100'
EXISTING GAS METER
51
1
9
C
F
H
(E
)
4
"
G
A
S
(E) 1"
(165 CFH)
(165 CFH)
(330 CFH)
(495 CFH)
(660 CFH)
(825 CFH)
(990 CFH)
FG
FG
FG
FG
FG
FG
(165 CFH)
(E) 1-1/4"
(E) 1-1/2"
(E) 2"
(E) 2"
(E) 2"
(E
)
1
"
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(3
8
0
C
F
H
)
(5
7
0
C
F
H
)
(7
6
0
C
F
H
)
(9
5
0
C
F
H
)
(1
1
4
0
C
F
H
)
FGFGFGFGFGFG
FG FG FG FG FG
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(E
)
1
-
1
/
4
"
(E
)
1
-
1
/
2
"
(E
)
2
"
(E
)
2
"
(E
)
2
"
FG FG FG FG
4 TANKLESS WATER HEATER
NAVIEN NPE-240A 199 CFHWH 199,900 599,700PER INSTALLATION MANUAL
3,230,000 -190,00017DRYING TUMBLER, 45 POUND (STACKED UNIT)
SPEED QUEEN
PROVIDE 288 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D45S
1,155,000 -165,0007DRYING TUMBLER, 75 POUND
SPEED QUEEN
PROVIDE 250 SQ. IN. MINIMUM MAKE-UP AIR
SEE DETAILS A/M2 & H/M2D75
SYMBOL NUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION GAS
UNIT
BTU's PER TOTAL
BTU's REMARKS
(165 CFH)
(165 CFH)
(165 CFH)
(165 CFH)
(165 CFH)
(1155 CFH)
(E) 2"
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
(1
9
0
C
F
H
)
FG
FG
FG (199 CFH)
(199 CFH)
(199 CFH)
(597 CFH)
(796 CFH)
(398 CFH)
(E
)
1
"
(1
9
0
C
F
H
)
(3
8
0
C
F
H
)
(5
7
0
C
F
H
)
(7
6
0
C
F
H
)
(9
5
0
C
F
H
)
(1
1
4
0
C
F
H
)
(E
)
1
-
1
/
4
"
(E
)
1
-
1
/
2
"
(E
)
2
"
(E
)
2
"
(E
)
2
"
(E
)
1
"
(1
9
0
C
F
H
)
(3
8
0
C
F
H
)
(5
7
0
C
F
H
)
(E
)
1
-
1
/
4
"
(E
)
1
-
1
/
2
"
FG
(199 CFH)
(199 CFH)
(E
)
2
"
(E) 2"
(E
)
2
"
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
FL40FL40 FL40FL40
D45SD45S
FL20FL20
FL20FL20
FL20FL20
FL20FL20
FL20FL20
FL20FL20
FL20FL20
D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S D45SD45S FL80FL80 FL80FL80 FL80FL80
D75D75
D75D75
D75D75
D75D75
D75D75
D75D75
D75D75SM1
FL80FL80
FL80FL80
FL80FL80
FL80FL80
PC
VC
EC1 EC1
EC1
EC1
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.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
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N
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F
O
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:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2027
P3.0
PLUMBING WATER
PLAN
PLUMBING WATER PLAN A1/4"=1'-0"
PIPE SIZING SCHEDULE
STD. PIPE SIZE
1/2"
1" - 1 1/2"
1-1/4"
COLD WATER
G.P.M.MAX FIXT. UNITS
3/4"
2"
0 TO 5
14 TO 20
21 TO 30
31 TO 42
43 TO 80
6 TO 13
5
30
52
105
240
16
(PER UPC CHART A-6)@ 50.6 PSI / 100'
SERVICE
WASTE
VENT
GAS
A.F.F.
B.S. (INSIDE BUILDING)
INSIDE
OUTSIDE
INSIDE
OUTSIDE
INSIDE
OUTSIDE
COP
P
E
R
T
Y
P
E
'
L
'
H
O
T
SCH
E
D
.
4
0
B
L
A
C
K
S
T
E
E
L
SCH
E
D
.
4
0
G
A
L
V
.
S
T
E
E
L
C.I.
S
O
I
L
P
I
P
E
&
F
I
T
T
I
N
G
S
S
V
PEX
O
R
P
V
C
SCH
E
D
.
4
0
P
.
V
.
C
.
ABS
P
L
A
S
T
I
C
COP
P
E
R
T
Y
P
E
'
M
'
C
O
L
D
PLUMBING MATERIAL SCHEDULE
ABS IF ALLOWED, OTHERWISE C.I.C
C
C
C
WATER
ABS IF ALLOWED, OTHERWISE C.I.
ABS IF ALLOWED, OTHERWISE C.I.
ABS IF ALLOWED, OTHERWISE C.I.
B.S. (OUTSIDE BUILDING)C
REMARKS
DESCRIPTION
POC
VTR
(E)
SYMBOL ABBR.
WCO
FCO
S. OR W.
V
PLUMBING LEGEND
DROP IN PIPE
POINT OF CONNECTION
DIRECTION OF FLOW
EXISTING
VENT THROUTH ROOF
WALL CLEAN-OUT
FLOOR CLEAN-OUT
RISE IN PIPE
SOIL WASTE OR SEWER
SANITARY VENT
PFP BACK FLOW PREVENTION ASS'Y.
F.D.
P-TRAP (SIZE PER EQUIP. MANUF.)
DESCRIPTIONSYMBOL
FLOOR DRAIN (PROVIDE TRAP
PRIMER AS REQ'D)
SYMBOL DESCRIPTIONABBR.
CW
HW HOT WATER
COLD WATER
HOT WTR. INS.
1/2"
1 1/2"
1"
2"
1-1/2
2"
TOTAL LENGTH = 100'
158 FIXTURE UNITS TOTAL
(E)2" C.W.
TO MOP SINK
(N) 1/2" C.W.
(N) 1/2" H.W.
TPR LINE TO USE C-PVC
APROVED FOR HOT WATER.
(N) 3/4" C.W.
(N) 3/4" H.W.
TO EACH WATER HEATER (4)
SECURE TO WALL PER
MANUFACTURER'S
RECOMMENDATIONS
8" LONG CAPPED
DIRT LEG
INSTANTANEOUS GAS
WATER HEATER - BY RINNAI,
MODEL # 2532-FFU-C
1" CW, SEE PLANS FOR
CONTINUATION
1" BALL VALVE IN
ACCESSIBLE LOCATION
THERMOMETER
NO SCALE
INSTANTANEOUS GAS WATER HEATER
GA
S
S
U
P
P
L
Y
LI
N
E
CONDENSATE TRAP TO SEAL AGAINST FLUE
GAS LEAKAGE.
CONDENSATE DRAIN MUST BE INSTALLED IN
ACCORDANCE WITH LOCAL CODES. CONNECT
TO DRAIN LINE AND ROUTE TO MOP SINK. (I.E.
BE ROUTED TO A LOCATION THAT WILL NOT
CREATE A NUISANCE OR HAZARD.)
3/4" CPVC DRAIN LINE (TO
BE PROVIDED BY
INSTALLER)
CONDENSATION
COLLECTOR
3/4" GAS
CONNECTION
CONCENTRIC VENT PIPE
EXTENSION - SEE HVAC PLANS
PLUMBING
INSTALLATION KIT
VERTICAL DISCHARGE
ADAPTER
P & T VALVE
DRAIN TO FLOOR
SURFACE. 6"-24" ABOVE
TO FINISH FLOOR
3 4" BALL VALVE
3/
4
"
H
W
3 4" UNION
CHECK VALVE
PRESSURE RELIEF VALVE
PRESSURE REGULATOR
CIRCULATING PUMP
BOILER DRAIN VALVE
SOLENOID VALVES
1"
C
O
L
D
W
A
T
E
R
S
U
P
P
L
Y
L
I
N
E
2 GALLON THERMAL EXPANSION
TANK WITH NSF LINER.
3/
4
"
H
O
T
W
A
T
E
R
S
U
P
P
L
Y
L
I
N
E
3/
4
"
C
W
3/
4
"
H
W
3/
4
"
C
W
3/4" CW 3/4" CW
3/4" HW, SEE PLANS FOR
CONTINUATION
3/
4
"
H
O
T
W
A
T
E
R
S
U
P
P
L
Y
L
I
N
E
B
P.O.C
48 FIXTURE UNITS
(N) 1-1/2" CW
(N) 1-1/2" HW
48 FIXTURE UNITS
(N) 1-1/2" CW
(N) 1-1/2" HW
28 FIXTURE UNITS
(N) 1-1/2" CW
(N) 1-1/2" HW
28 FIXTURE UNITS
(N) 1-1/2" CW
(N) 1-1/2" HW
TO EACH
(N) 3/4" C.W.
TYP.
(N) 3/4" H.W.
(4 F.U. EA.)
WASHER
TO EACH
(N) 3/4" C.W.
TYP.
(N) 3/4" H.W.
(4 F.U. EA.)
WASHER
TO EACH
(N) 3/4" C.W.
TYP.
(N) 3/4" H.W.
(4 F.U. EA.)
WASHER
TO EACH
(N) 3/4" C.W.
TYP.
(N) 3/4" H.W.
(4 F.U. EA.)
WASHER
(N) 1/2" C.W.
(N) 1/2" H.W.
(N) 2" C.W.
(N) 2" H.W.
(N) 2" C.W.
(N) 2" H.W.
7 FRONT LOAD WASHER, 20 POUND
SPEED QUEEN SC20
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLAB
2 MACHINES PER RISER
MAX.3/4"3/4"4FL20 -
24 FRONT LOAD WASHER, 40 POUND
SPEED QUEEN SC40
INSTALLED ON 6" METAL BASE
SEE DETAIL E/A8 FOR CONNECTION TO SLAB
2 MACHINES PER RISER
MAX.3/4"3/4"4FL40 -
7 FRONT LOAD WASHER, 80 POUND
SPEED QUEEN SC80 SEE DETAIL H/A8 FOR CONNECTION TO SLAB 2 MACHINES PER RISER
MAX.1"1"4FL80 -
H.W.C.W.
MINIMUM SIZE FU's
EACH
TOTAL
FU's REMARKS
SUPPLY
SYMBOL NUMBER
OF UNITS SPECIFICATIONS REMARKS
EQUIPMENT DESCRIPTION
KOHLER KINLOCK 8907-RP
SERVICE SINK FAUCET3/4"3/4"3.0 -
-3/4"3/4"2.5 -
MAX 0.2 GALLONS PER
CYCLE1/2"1/2"1.0 -
1 24" ECONOMY FLOOR MOP SINK W/
COMMERCIAL GRADE, WALL MTD. FAUCET
# 829-001 (WWW.CENTRALRESTAURANT.COM)
OR EQUAL ( SEE DETAILS H/P5 & I/P5)MS1
1WC1
1LAV1
AMERICAN STANDARD PRESSURE
ASSISTED TOILET
AMERICAN STANDARD WALL HUNG LAV
LUCERNE 0356421, WHITE
PROVIDE ZURN CONCEALED ARM
CARRIER OR EQUAL
CADET FLOWISE 2467136
TOILET SEAT 5905.100
4 TANKLESS WATER HEATER
NAVIEN NPE-240A 199 CFHWH PER INSTALLATION MANUAL
(N
)
1
/
2
"
C
.
W
.
(N
)
1
/
2
"
C
.
W
.
(N
)
1
/
2
"
C
.
W
.
ON
R
O
O
F
ON
R
O
O
F
ON
R
O
O
F
PLUMBING CORRECTIONS 6-9-251
1
M
P
A
A
R
C
H
I
T
E
C
T
S
I
N
C
.
3578 30th Street
V. 619.236.0595
San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
c
Co
p
y
r
i
g
h
t
2
0
2
5
,
M
P
A
A
r
c
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i
t
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c
t
s
,
I
n
c
.
.
A
l
l
r
i
g
h
t
s
r
e
s
e
r
v
e
d
.
DRAWN BY:
DATE:
JP
JR
24190
PROJECT NO:
CHECKED BY:
SHEET TITLE
SCALE:
SHEET NUMBER:
DATABASE:
A
P
R
O
P
O
S
E
D
CO
M
M
E
R
C
I
A
L
I
M
P
R
O
V
E
M
E
N
T
F
O
R
:
1-23-25
24190.DWG
CEC BUILDERS
cecbuilders1@gmail.com
P: 303.842.6645
ROBERT BARILE
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
SA
N
T
A
A
N
A
L
A
U
N
D
R
Y
25
0
2
M
C
F
A
D
D
E
N
A
V
E
.
18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2025
P4.0
PLUMBING DETAILS
FLOOR CLEAN OUT DETAIL
LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF
PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT
RUNS, AND WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER
ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE
THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR
OTHER FCO REQUIREMENTS
ADJUSTING COLLAR
CAST IRON WYE (WYE WITH
REDUCING BRANCH IF MAIN
SIZE, 4" MAX
IS OVER 4"
CAST IRON RISER
C.I. 1/8 BEND, FULL
WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH
PROVIDE PLASTIC PLUG IN CAST IRON BODY. CLEAN TO TOP
RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS).
VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER,
PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP
FLOOR SLAB ON GRADE
OF EXPOSED FCO AFTER CLEANING.
MEMBRANE CLAMP
FINISH FLOOR
NO SCALE
FLOW FLOW
ALLOWED BY LOCAL CODE.
CONTRACTORS RESPONSIBILITY
AGENCIES IF ABS IS TO BE
WITH LOCAL GOVERNING
TO VERIFY ALLOWABLE USE
BID OR USED.
IT IS THE PLUMBING
THE USE OF ABS PLASTIC
PIPE IS ACCEPTABLE IF
ALTERNATE
PARTITION
PROVIDE WCO AT BASE OF ALL RAIN-LEADER DOWNSPOUTS. PROVIDE WCO WHERE
CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS.
SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR
CLEANOUT. LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 48 INCHES OF FLOOR.
NO SCALE
WALL CLEAN OUT DETAIL
GAUGE STAINLESS STEEL
COVER WITH BEVELED
CONCRETE FLOOR SLAB
MACHINE SCREW.
EDGES AND FLATHEAD
PROVIDE A ROUND 18
TAPERED-THREAD WITH
IS CONCEALED IN A
WHERE CLEANOUT TEE
CHASE OR PARTITION,
TFE JOINT COMPOUND.
SUNK ABS PLASTIC PLUG,
WITH SCREWED COUNTER-
PROVIDE CLEANOUT TEE
FIXTURE SCHEDULE
INFORMATION.
FOR FURTHER
REFER TO PLUMBING
PLAN.
AS SHOWN
ON FLOOR
COLUMN OR
BA
NOTE:
INPUT POWER BACK
EXTERNAL CHEMICAL SUPPLY
SIGNAL TERMINAL STRIP
DRAIN OUTLET
COLD WATER OUTLET
HOT WATER INLET
EXTRA INLET VALVE
EXTERNAL CHEMICAL
SUPPLY INLET
VACCUM BREAKER
14
'
-
2
"
N
S
GRAVITY DRAINED WASHING MACHINES C
THE FOLLOWING SERVICE WATER HEATING SYSTEMS AND EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS
CERTIFIED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL APPLICABLE EFFICIENCY REQUIREMENTS LISTED IN 113 OF THE
ENERGY EFFICIENCY STANDARDS
UNFIRED SERVICE WATER HEATER STORAGE TANKS AND BACKUP TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL HAVE
EITHER: EXTERNAL INSULATION WITH AN INSTALLED R- VALUE OF AT LEAST R-12 INTERNAL AND EXTERNAL INSULATION WITH
A COMBINED R- VALUE OF AT LEAST R-16 OR SUFFICIENT INSULATION SO THAT THE HEAT LOSS OF THE TANK SURFACE
BASED ON AN 80 F WATER-AIR TEMPERATURE DIFFERENCE SHALL BE LESS THAN 6.5 BTU/HR/SF.
IF A CIRCULATING HOT WATER SYSTEM IS INSTALLED, IT SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF
THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOT REQUIRED.
a. OUTLET DEVICES THAT LIMIT THE FLOW OF WATER TO A MAXIMUM OF 2.2 GALLONS PER MINUTE.
FOOT ACTUATED CONTROL VALVES, AND OUTLET DEVICES THAT LIMIT THE FLOW OF WATER TO A MAXIMUM OF 2.2 GALLONS
PER MINUTE.
PROXIMITY SENSOR ACTUATED CONTROL VALVES, AND OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A
MAXIMUM OF 2.2 GALLONS PER MINUTE.
SELF-CLOSING VALVES, AND OUTLET DEVICES THAT LIMIT THE FLOW OF WATER TO A MAXIMUM OF 2.2 GALLONS PER MINUTE,
AND 0.25 GALLONS/CYCLE (CIRCULATING HOT WATER SYSTEM).
SELF-CLOSING VALVES, AND OUTLET DEVICES THAT LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 2.2 GALLONS PER
MINUTE, AND 0.25 GALLONS/CYCLE (NON-CIRCULATING HOT WATERSYSTEM).
SELF-CLOSING VALVES, AND OUTLET DEVICES THAT LIMIT THE FLOW OF WATER TO A MAXIMUM OF 2.2 GALLONS PER MINUTE,
AND 0.25 GALLONS/CYCLE (FOOT SWITCHES AND PROXIMITY SENSOR CONTROLS).
LAVATORIES IN RESTROOMS OF PUBLIC FACILITIES SHALL BE EQUIPPED WITH CONTROLS TO LIMIT THE OUTLET
TEMPERATURE TO 110 F. INSTALLATION OF THERMO STATIC MIXING VALVES IN PUBLIC USE SINKS REQUIRED
PLUMBING CONTRACTOR SHALL VERIFY LOCATION OF GAS METERS WITH SERVING UTILITY COMPANY
(SERVICE WATER HEATING SYSTEMS)
GAS PIPE ABOVE GRADE OUTSIDE BUILDING - SCHEDULE 40 GALVANIZED STEEL PIPE AND FITTINGS
GAS PIPE ABOVE GROUND INSIDE BLDG. - SCHEDULE 40 BLACK STEEP PIPE WITH M.I. FITTINGS
14.
15.
16.
18.
17.
19.
20.
21.
23.
25.
24.
27.
26.
22.
THESE DRAWINGS ARE DIAGRAMMATIC AND HAVE BEEN PREPARED TO SUGGEST POSSIBLE SIZE, ROUTES,
LOCATION AND TERMINATION OF PLUMBING PIPING AND EQUIPMENT AS REQUIRED TO CONFORM TO
APPLICABLE CODES. IT IS NOT THE INTENTION OF THE PLAN PREPARER TO LIMIT THE METHODOLOGY AND/OR
MATERIALS UTILIZED BY THE PLUMBING CONTRACTOR WHEN ALTERNATE METHODOLOGY AND/OR MATERIALS
COMPLY WITH ALL CODES AND ORDINANCES GOVERNING THIS JURISDICTION.
IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS
INCLUDING BUT NOT LIMITED TO METER LOCATIONS, LATERAL LOCATIONS/DEPTH AND PROPOSED POINT OF
CONNECTIONS.
ALL PIPING AND EQUIPMENT SHALL COMPLY WITH THE LATEST IAPMO STANDARDS AND ALL APPLICABLE
BUILDING CODES, LOCAL OR OTHERWISE.
WASTE PIPING SHALL BE PITCHED AT A MINIMUM OF 1/4" PER FOOT WHERE POSSIBLE. PIPING GREATER THAN 4
INCHES IN DIAMETER ONLY, MAY BE PITCHED AT A MINIMUM OF 1/8" PER FOOT, AS REQUIRED, WITH THE
APPROVAL OF THE ADMINISTRATIVE AUTHORITY.
ALL EQUIPMENT GIVING OFF WASTE OR CONDENSATE ARE REQUIRED TO DRAIN INTO FLOOR SINKS WITH A
LEGAL AIR GAP OR APPROVED BACKFLOW PREVENTION DEVICE.
THE CONTRACTOR SHALL INSTALL A PRESSURE REDUCING STATION WHERE WATER PRESSURE TO BUILDING
EXCEEDS 80 P.S.I.
ALL FIXTURES SHALL BE SECURELY ATTACHED TO SUPPORTING SURFACES AS SPECIFIED AND SHALL BE
PLUMBED AND LEVELED.
HOT WATER PIPING SHALL BE INSULATED WITH FIBERGLASS PIPE INSULATION WITH A VAPOR BARRIER, AS
REQUIRED FOR LOCAL WEATHER CONDITIONS TO PREVENT EXCESSIVE ENERGY LOSS. USE MIN. 1 INCH
INSULATION ON HOT WATER PIPING.
ALL PIPING SHALL BE PRESSURE TESTED TO THE APPROVAL OF THE ADMINISTRATIVE AUTHORITY AND MINIMUM
STANDARDS AS FOLLOWS: SANITARY PIPING: MIN. WATER PRESSURE 5 PSI FOR 15 MINUTES WATER PIPING:
MIN. WATER PRESSURE 120 PSI FOR 15 MINUTES
COLD AND HOT WATER PIPING TO FIXTURES SHALL BE THOROUGHLY FLUSHED AND RINSED PRIOR TO PLACING
IN SERVICE.
AIR CHAMBERS SHALL BE PROVIDED FOR EACH FIXTURE AT HOT AND COLD WATER CONNECTIONS.
WALL HUNG FIXTURES SHALL BE SECURELY ATTACHED TO WOOD BLOCKING
13.
10.
11.
12.
7.
8.
9.
4.
5.
6.
3.
THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS NECESSARY TO
COMPLETE HIS/HER WORK.
PLUMBING SHEET NOTES
1.
2.
OIL-FIRED NON-STORAGE TYPES GREATER THAN 210,000 BTU/HR
HOT AND COLD WATER PIPING SHALL BE INSTALLED A MINIMUM OF 12" APART WHERE PIPING IS PARALLEL.
ALL FLOOR, WALL OR GROUND CLEANOUTS SHALL BE INSTALLED IN A MANNER THAT PROVIDES SUFFICIENT
SPACE FOR SEVILLE AND IS IN COMPLETE COMPLIANCE WITH ALL GOVERNING CODES.
ALL HOSE BIBS SHALL BE EQUIPPED WITH AN APPROVED NON-REMOVABLE VACUUM BREAKER AND MOUNTED
18 INCHES ABOVE THE FINISHED FLOOR LEVEL. ALL BIBBS SHALL BE FLUSH MOUNTED W/ LOCKABLE COVERS.
SANITARY AND POTABLE WATER PIPING SHALL NOT BE INSTALLED WITHIN THE SAME TRENCH EXCEPT WHEN
ALLOWABLE BY THE GOVERNING AUTHORITY.
WATER HEATER / BOILER IS ON THE CALIFORNIA ENERGY COMMISSION (C.E.C.) LIST. PROVIDE EXPANSION
TANK OR APPROVED METHOD OF RELEIVING PRESSURE (608.3 C.E.C.)
ALL ROOF PENETRATIONS SHALL BE FLASHED AND COUNTER FLASHED TO ENSURE A DURABLE
WATERPROOF MEMBRANE.
PLUMBING CONTRACTOR SHALL REVIEW ALL KITCHEN EQUIPMENT DRAWINGS AND MAKE ALL REQUIRED
CONNECTION OF SERVICES TO EACH UNIT.
WHERE HOT WATER IS NOT PROVIDED TO LAVATORY, HOT WATER SUPPLY LINE SHALL INSTALLED AND
CAPPED IN ATTIC SPACE. INSULATE PER TITLE 24 REQUIREMENTS.
LAVATORY FAUCETS IN RESTROOM S SHALL BE THE SELF CLOSING TYPE
ALL PIPING SHALL BE SUPPORTED AT THE MINIMUM INTERVALS SHOWN BELOW:
ALL FLOOR MOUNTED SANITARY CLEANOUTS SHALL HAVE SKID RESISTANT COVER PLATES
LARGER SIZES
1"
1/2"
3/4"
SIZE SUPPORT SPACING
8 FEET O/C
8 FEET O/C
6 FEET O/C
10 FEET O/C
g.
GAS-FIRED NON-STORAGE TYPES GREATER THAN 200,000 BTU/HR.
LAVATORIES IN RESTROOMS OF PUBLIC FACILITIES SHALL BE EQUIPPED WITH:
f.
e.
c.
d.
b.
4.
3.
2.
.,
PROVISIONS FOR EXPANSION SHALL BE INSTALLED WHERE NECESSARY PER THE UNIFORM PLUMBING CODE.
CONNECTIONS BETWEEN COPPER OR BRASS PIPING AND FERROUS MATERIALS SHALL BE MADE WITH
APPROVED DIELECTRIC COUPLINGS.
JANITORIAL SINK FAUCETS SHALL BE PROTECTED W/ AN APPROVED BACKFLOW PREVENTION DEVICE.
OIL-FIRED STORAGE TYPES GREATER THAN 105,000 BTU/HR
VALVES: ROCKWELL-NORDSTROM LUBRICATED PLUG COCKS.
MANDATORY MEASURES
1.
4.
2.
3.
1.
GAS PIPING SCHEDULE
WHERE APPROVED BY CODE, ABS PLASTIC PIPING, WRAPPED PER CODE WHERE PENETRATING CONCRETE. WHERE ABS IS
NOT APPROVED BY CODE THEN SERVICE WEIGHT CAST IRON PIPE AND FITTINGS SHALL BE USED.
CLEANOUTS TO GRADE - CLEANOUT PLUG IN BROOKS PRODUCTS CONC. BOX WITH CAST IRON HINGED TOP - LABEL
"C.O."
OUTSIDE BUILDING BELOW GRADE, WHERE APPROVED BY LOCAL GOVERNING AGENCY, SCHEDULE 40 40 PVC PIPE
AND FITTINGS.
INSIDE BUILDING AND OUTSIDE BUILDING ABOVE GRADE - TYPE "L" COPPER TUBE WITH RECESSED SHOULDER
FITTINGS. WHERE APPROVED BY GOVERNING AGENCY, TYPE 'M' MAY BE USED.
WHERE APPROVED BY LOCAL AUTHORITIES, ABS OR PVC PLASTIC. SPILL TO AN APPROVED POINT OF DISCHARGE
ALL HOT WATER MAINS, EXCEPT RUN-OUTS TO FIXTURES, BUT INCLUDING HOT WATER SUPPLY AND TRAP AT
HANDICAPPED LAVATORIES, SHALL BE INSULATED WITH 3/4" THICK, SNAP ON FIBERGLASS INSULATION WITH CANVAS
JACKET, 4.5 MINIMUM
VALVES - NIBCO - SCOTT, N.R.S., SWEAT JOINT VALVES. IN LINES BELOW GRADE INSTALL IN BROOKS PRODUCTS
CONCRETE BOX WITH CAST IRON HINGED TOP - LABEL 'S.O.V.'
IN MULTIPLE TENANT BUILDINGS, WHEN SEPARATE WATER METERS ARE NOT PROVIDED FOR EA. TENANT, EACH LEASE
SPACE SHALL BE PROVIDED WITH A "PRIVATE" METERING DEVICE CAPABLE OF MONITORING THE WATER CONSUMPTION
OF EACH TENANT. THE PLUMBING CONTRACTOR SHALL INCLUDE IN HIS PROPOSAL THE COST OF ALL LABOR & MATERIAL
NECESSARY TO PROVIDE & INSTALL THIS EQUIPMENT
THE LOCAL GOVERNING AUTHORITY, THE ACCEPTABILITY
IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY WITH
PLUMBING MATERIAL SCHEDULE
FLOOR CLEANOUTS - J. R. SMITH - NON-SKID P. N. B. TOP.
OF PLASTIC PIPE AS SPECIFIED ABOVE.
THE AIRGAP-DRAINAGE SHALL BE NOT LESS THAN ONE (1) INCH BETWEEN THE PLUMBING FIXTURE, APPLIANCE, AR
APPURTENANCE OUTLET AND THE RIM OF THE FLOOR SINK OR RECEPTOR AS REQUIRED.
6.METERING OF TENANTS WATER USAGE:
NOTE:
VALVES:
ROOF DRAINS
INSULATION:
ALL REQUIRED CLEANOUTS SHALL BE INSTALLED AS PER SECTION 707.0 AND 709.0 OF THE PLUMBING
CODE.
EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN (10) FEET FROM OR AT LEAST THREE (3) FEET ABOVE ANY
WINDOW, DOOR, OPENING AIR INTAKE OR VENT SHAFT.
THE FLOOR SINK SHALL BE PROVIDED WITH A TRAP PRIMER AS REQUIRED SECTION 1007.0.
NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN
SECTION 609.9 OF THE PLUMBING CODE.
5. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INCHES ABOVE GRADE.
PLUMBING NOTES
4.
3.
2.
1.
WATER PIPE:
B.
A.
CLEANOUTS:
A.
B.
SOIL, WASTE AND VENT PIPING:
PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR DRAINS. INSTALL VENT IN PARTITION OR
THE PARTITION, PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE
DRAIN/SINK OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET.
IF FLOOR DRAIN/SINK IS MORE THAN 5' ON A 2" WASTE OR 6' ON A 3" WASTE FROM
OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE.
CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED.
PER CPC 309.5 THE PLUMBING PIPE SYSTEM WILL BE DESIGNED AND INSTALLED IN CONFORMANCE WITH SOUND
LIMITATIONS AS REQUIRED IN CBC
7.
PER CPC 906.1 ABS/PVC VENT TERMINATIONS UP THROUGH THE ROOF EXPOSED TO SUNLIGHT ARE REQUIRED TO BE
PROTECTED BY WATER BASED SYNTHETIC LATEX PAINTS
8.
PUBLIC LAVATORIES ARE REQUIRED TO BE SELF-CLOSING OR SELF METERING.9.
METERING LAVATORY FAUCETS CAN DELIVER A MAX OF 0.2 GALLONS PER CYCLE. PLEASE SPECIFY THIS WITH THE FIXTURE
SCHEDULE. CPC 407.2.4
10.
MEMBRANE CLAMP-
ING COLLAR AND
SEEPAGE PAN
SLOPE WASTE AT 2%
LENGTH IS 2 FEET
MAXIUMUM TAILPIECE
PROVIDE AN INDIVIDUAL VENT ON ALL FLOOR DRAINS. INSTALL VENT IN PARTITION OR
THE PARTITION, PROVIDE A TRAP AND WASTE LINE TWO PIPE SIZES LARGER THAN THE
DRAIN/SINK OUTLET, WITH A REDUCER ON THE TRAP INLET, AND VENT WITHIN 15 FEET.
IF FLOOR DRAIN/SINK IS MORE THAN 5' ON A 2" WASTE OR 6' ON A 3" WASTE FROM
OTHER VENTING METHODS MAY BE USED IF APPROVED BY LOCAL CODE.
LOCATE FLOOR DRAIN/SINK WHERE SHOWN ON DIMENSIONED ARCHITECTURAL PLAN.
IF FLOOR STRUCTURE INTERFERES WITH FLOOR SINK, MOVE SIDEWAYS IF POSSIBLE,
OTHERWISE MOVE BACK. ALWAYS LOCATE WHERE EASILY ACCESSIBLE, BUT NOT IN
FOOT TRAFFIC. IF SITUATION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER
SPECIFICATIONS. IF CONCRETE FLOOR IS NOT EXISTING, SET DRAIN IN PLACE AND
POUR AROUND IT. IF CONCRETE FLOOR IS EXISTING, SAW CUT OR CORE DRILL
IT. SET DRAIN BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF FLOOR
SINKS 1/2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. DO NOT RECESS
CHASE WHERE SHOWN ON PLAN. HORIZONTAL VENT BELOW FLOOR IS NOT PERMITTED.
WASTE AND VENT AUTHORITY. OTHERWISE
TOP OF FLOOR DRAINS.
NO SCALE
SYSTEM
FLOOR DRAIN/SINK
OTHERWISE DEEP-SEAL
P-TRAP
REDUCING TRAP
MAX. 15' WHERE
A COMBINATION
LINE IS USED AS
ENLARGED WASTE
CONCRETE FLOOR
PROVIDE TRAP PRIMER
IF REQ'D BY LOCAL WASTE LINE
OR 6' ON 3"
MAX 5' ON 2"
D
PROVIDE
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TRAP PRIMER
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MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
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C26819
Exp. 3-31-2027
P5.0
PLUMBING T24
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SEE SHEET E4.0 T24 FOR ALL TITLE 24 DOCUMENTS
PLUMBING CORRECTIONS 7-11-252
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3578 30th Street
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San Diego, CA 92104
MEMBER
www.mpa-architects.com
AMERICAN INSTITUTE OF ARCHITECTS
F. 619.236.0557
CLIENT
PROJECT
DATENO.
REVISIONS
DESCRIPTION
AS NOTED
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18723 VIA PRINCESSA, STE 321
SANTA CLARITA, CA 91387
LICENSED ARCHITECT
STATE O OFCALIFRNIA
NHOJ
R UMSEY
C26819
Exp. 3-31-2025
R1.0
REFERENCE SHEET
1. GENERAL:
PAINTING
ONE COAT ENAMEL.
ARCHITECTURAL DRAWINGS:
OTHERWISE NOTED.
DRAWINGS.
A. PAINT AND STAIN AS SPECIFIED ON THE FINISH SCHEDULE AND NOTED
OF CONTIGUOUS MATERIAL, UNLESS OTHERWISE NOTED ON THE
B. PAINT ALL FLASHING VISIBLE FROM PUBLIC AREAS TO MATCH COLOR
GRADE DOORS) OR CLEAN WOOD STAIN AS NOTED PLUS TWO
(e) INTERIOR DOORS: TWO COATS SEMIGLOSS ENAMEL (PAINT
SEMIGLOSS ENAMEL SHALL BE APPLIED TO WALLS AND CEILING.
LATEX EXCEPT TOILET ROOMS WHEN TWO COATS WASHABLE
(d) INTERIOR GYPSUM WALL BOARD: TWO COATS WASHABLE FLAT
PURSUANT TO MANUFACTURER'S SPECIFICATIONS UNLESS
(c) EXTERIOR AND INTERIOR WOOD: OLYMPIC STAIN APPLIED
ONE COAT ENAMEL APPLIED AT JOB AFTER INSTALLATION.
(b) INTERIOR METAL: ONE COAT PRIMER APPLIED AT SHOP, PLUS
ONE COAT PRIMER APPLIED AT JOB AFTER INSTALLATION AND
(a) EXTERIOR METAL: ONE COAT PRIMER APPLIED AT SHOP, PLUS
APPLIED AS FOLLOWS UNLESS OTHERWISE SPECIFIED ON THE
ON THE DRAWINGS SHALL BE OF A NON-LEAD BASE AND SHALL BE
COATS OF VELVET LACQUER (STAIN GRADE DOORS).
7. CONDUIT:
ROOF.
FASTENERS.
9. RECEPTACLES:
8. OUTLET BOXES:
SCREWS.
5242-IV.
TYPE.
CONSTRUCTION.
DRAWINGS.
D.
AND PAY FEES NECESSARY FOR THE COMPLETION OF HIS WORK.
THE PLUMBING CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS
FIXTURES AND DRAINS SHOWN INCLUDING STUB OUTS FOR FIXTURES
E. PROVIDE AND CONNECT DOMESTIC WATER AND WASTE LINES TO ALL
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK
EQUIPMENT, AND ACCESSORIES NOT SPECIFICALLY IDENTIFIED, BUT
C. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
INFORMATION IS FOR REFERENCE ONLY AND MUST BE VERIFIED.
METERS, AND SIMILAR ELEMENTS SHOWN ON THE DRAWINGS. THIS
MAIN/LATERALS, WATER MAINS/LATERALS, WATER METERS, GAS
LOCATION AND EXISTENCE OF ANY SEWER MAINS/LATERALS, GAS
B. IT IS THE PLUMBING CONTRACTORS RESPONSIBILITY TO VERIFY
THESE NOTES FOR MORE SPECIFIC INFORMATION REGARDING THESE
LOCAL GOVERNING AGENCIES. SEE A.D.A./TITLE 24 SECTION OF
THE UNIFORM PLUMING CODE, TITLE 24, A.D.A., AND ALL OTHER
A. PLUMBING: ALL PLUMBING SHALL COMPLY WITH THE REQUIREMENTS OF
FURNISHED BY OTHERS INCLUDING, BUT NOT LIMITED TO HVAC
F. PROVIDE AND CONNECT GAS LINES AND SERVICE TO EQUIPMENT TO BE
SHOWN DOTTED ON THE DRAWINGS.
AS INDICATED ON THE DRAWINGS.
EQUIPMENT.
1. GENERAL REQUIREMENTS:
REQUIREMENTS.
PLUMBING
BE IVORY IN COLOR.
LIGHTS AND WARNING SIGNS, ETC. AS REQUIRED TO PROTECT THE PUBLIC,
EMPLOYEES ABOUT THE BUILDING SITE, PROPERTY AND EQUIPMENT DURING
ETC., SHALL BE IN ACCORDANCE WITH ACCEPTABLE STANDARD PRACTICE
TYPEWRITTEN DIRECTORY ON ALL SWITCHBOARD, PANELBOARDS, AND LOAD
CENTER. ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH THE MINIMUM
INTERRUPTED RATING CAPACITY AS INDICATED ON THE ELECTRICAL
11. PROVIDE AND MAINTAIN ALL SUITABLE BARRIERS, PROTECTIVE DEVICES,
12. ALL INSTALLATION OF CONDUIT, CONDUCTORS, PANELBOARDS, BOXES,
13. PROVIDE AS INDICATED ON THE ELECTRICAL DRAWINGS A COMPLETE
AND GOVERNING CODES, COORDINATE ALL WORK WITH OTHER TRADES.
AND RATINGS INDICATED ON THE ELECTRICAL PLANS.
B. MAIN SWITCHBOARDS AND PANELS SHALL BE EQUAL TO THE
C. BRANCH PANELS SHALL BE THE ENCLOSED THERMAL MAGNETIC CIRCUIT
D. ALL PANELBOARDS USED IN PROJECT SHALL BE FROM THE SAME
A. RIGID CONDUIT SHALL BE HOT-DIP GALVANIZED, GENERAL ELECTRIC
WHITE ZINC-COATED OR SHERADIZED. RIGID CONDUIT SHALL BE USED
UNDERGROUND OR WHERE SUBJECT TO MECHANICAL INJURY.
B. ELECTRICAL METALLIC TUBING (E.M.T.) MAY BE USED IN ALL DRY
AREAS SUCH AS STUD PARTITIONS AND FURRED CEILING SPACES AND
C. ALUMINUM CONDUIT MAY BE USED AT INSIDE PROTECTED LOCATIONS IN
E. NOT USED
F. CONTROL WIRE TO AIR-CONDITIONING UNITS SHALL BE PLASTIC
JACKET 18-4 (4 WIRE) AND SHALL BE IN CONDUIT FROM THE
THERMOSTATIC CONTROL BOX TO THE AIR-CONDITIONING UNIT ON THE
A. ALL SPLICES, TAPS AND TERMINALS SHALL BE MADE IN JUNCTION
B. AT ALL CURRENT CONSUMING OR SWITCHING OUTLETS PROVIDE AN
APPROVED OUTLET BOX OF NOT LESS THAN 14 GAUGE STEEL AND OF
C. ALL BOXES AND OUTLETS INTENDED FOR FIXTURES SHALL HAVE
APPROVED FIXTURE STUDS FASTENED TO THE BOXES WITH APPROVED
A. DUPLEX RECEPTACLES SHALL BE THE SPECIFICATIONS GRADE,
15-AMPERE, 125 VOLT, 3-WIRE SIDE-WIRED TYPE, WITH BINDING
SCREWS, PARALLEL SLOTS, U-GROUND AND CAPTIVE MOUNTING
A. WALL SWITCHES SHALL BE THE SPECIFICATION GRADE, QUIET TOGGLE
B. SWITCHES SHALL BE 125 VOLT, 15-AMP., OR AS REQUIRED, IVORY
C. ALL RECEPTACLES, SWITCHES, TELEPHONE OUTLETS AND OTHER
MISCELLANEOUS OUTLETS IN FINISHED AREAS SHALL BE COVERED WITH
WALL PLATES BEARING THE U.L. LISTED MARK, BE 0.100" THICK AND
MANUFACTURED BY THE "SQUARE-D" COMPANY, CROUSE HINDS, R.S.E.,
OR EQUAL.
SIZE 2" OR LARGER NONMETALLIC CONDUIT MAY BE USED UNDERGROUND
G. UNDERGROUND SERVICE CONDUIT ON THE OWNER'S PROPERTY SHALL BE
BOXES OR PULL BOXES AND BE PROVIDED WITH A SUITABLE COVER OF
THE SAME FINISH AS THE RACEWAY. GANG BOXES SHALL BE SIZED AS
B. ALL RECEPTACLES SHALL HAVE IVORY COLOR OR EQUAL TO ARROWHART
APPROVED BY LOCAL BUILDING OR UTILITY AUTHORITIES.
THE SAME MATERIAL AS THE BOX.
REQUIRED FOR BANKS OF MORE THAN ONE SWITCH.
5250-I, G.E. 4052-2, HUBBEL 5242, SIERRA 1402 OR SLATER
COLOR AND EQUAL TO THE BRYANT 4900-1 SERIES.
10. SWITCHES AND WALL PLATES:
MANUFACTURER.
WHERE PERMITTED BY CODE.
WITH A NONTAMPERABLE SINGLE-HANDLE COMMON TRIP.
BY CONTINUOUS FROM OUTLET TO PANELBOARD.
D. USE AVA OR THHN IN FLUORESCENT LUMINARIES.
A. THE PANEL BOARDS SHALL BE THE ENCLOSED TYPE WITH THE VOLTAGE
6. SERVICE EQUIPMENT:
ROOF UNITS.
MARKS THE ROOF SHEATHING FOR THE POINT OF PENETRATION.
LINES IN AIR DUCT AREAS UNTIL THE AIR CONDITIONING CONTRACTOR
G. DO NOT INSTALL AIR CONDITIONING GAS PIPING OR CONDENSATE
TO AN EFFECTIVE FLUE OR VENT LEADING TO THE OUTSIDE AIR. SUCH
FLUE OR VENT SHALL NOT BE LESS IN SIZE THAT THE VENT COLLAR
RECOGNIZED TESTING AGENCY FOR UNVENTED USE, SHALL BE CONNECTED
C. EVERY GAS BURNING APPLIANCE UNLESS APPROVED BY A NATIONALLY
LOCAL GOVERNING CODE AND SHALL NOT BE LOCATED UNDER ANY
B. GAS BURNING WATER HEATERS SHALL BE LOCATED AS REQUIRED BY THE
THAT LIMIT THE OUTLET TEMPERATURE TO A MAXIMUM OF 110 DEGREES
FLOW HOT WATER OR HAVE SELF CLOSING FAUCETS OR HAVING DEVICES
LAVATORIES IN PUBLIC FACILITIES HAVING DEVICES THAT LIMIT THE
(EXCLUDING: WATERHEATERS OF THE NONSTORAGE ELECTRIC TYPE AND
MUST BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION
A. WATER HEATERS, SHOWERHEADS, LAVATORY FAUCETS AND SINK FAUCETS
SHALL BE ANCHORED OR STRAPPED TO PREVENT HORIZONTAL AND
H. ANCHORAGE OF WATER HEATERS: IF PROVIDED, THE WATER HEATER
BURNERS SHALL BE EQUIPPED WITH INTERMITTENT IGNITION DEVICES.
D. ALL GAS APPLIANCES, EXCEPT WATER HEATERS AND RANGE TOP
STAIRWAY EXCEPT AS PROVIDED IN THE BUILDING CODE.
F.) SECTION 2-5314, TABLE 2-53G (CALIFORNIA ONLY).
2. GAS BURNING APPLIANCES AND PLUMBING FIXTURES:
VERTICAL DISPLACEMENT DUE TO EARTHQUAKE.
ON THE APPLIANCE.
2.
FULLY OPERABLE ELECTRICAL SYSTEM INCLUDING DISTRIBUTION SYSTEMS,
PANELBOARDS, DISCONNECT SWITCHES, LIGHTING FIXTURES, POWER AND
CONTROL WIRING, EMPTY CONDUIT, FINAL CONNECTIONS TO ALL EQUIPMENT
AND MISCELLANEOUS MATERIALS, AND EQUIPMENT REQUIRED FOR A
A. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS,
EQUIPMENT, AND ACCESSORIES NOT SPECIFICALLY IDENTIFIED, BUT
CODE. ANSI C1-1971, AND ALL APPLICABLE COUNTY AND CITY CODES
AND ORDINANCES
FEES, INSPECTIONS AND TESTS AS REQUIRED BY LOCAL AUTHORITIES.
REQUIRED, AND CONFORM TO N.E.M.A. STANDARDS, N.E.C. (NATIONAL
ELECTRICAL CODE), AND THE A.I.E.E. (AMERICAN INSTITUTE OF
REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK
1. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND
NOT USED
3. ALL WORK OF THIS SECTION SHALL CONFORM TO NATIONAL ELECTRICAL
4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS,
5. ALL MATERIALS SHALL BE NEW, U.L. APPROVED, UNLESS OTHERWISE
AS INDICATED ON THE DRAWINGS.
ELECTRICAL ENGINEERS).
COMPLETE AND SEPARATE SYSTEM, AS SPECIFIED ON PLANS.
ELECTRICAL
ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
IMPROPER GROUNDS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
SPECIFICATIONS. ANY DISCREPANCIES BETWEEN ANY OF THE VARIOUS
ELEMENTS OF THE ELECTRICAL DRAWINGS SHALL BE REFERRED TO
A. EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL HAVE
INDEPENDENT CONTROL OF THE LIGHTING WITHIN THAT AREA.
B. EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL HAVE AT
LEAST ONE READILY ACCESSIBLE MANUALLY OPERATED SWITCHING
DEVICE TO CONTROL LIGHTING WITHIN THE AREA. FOR LIGHTING
CONTROLS, "READILY ACCESSIBLE" MEANS LOCATED SO THAT A
PERSON USING THE DEVICE CAN SEE THE CONTROLLED LIGHTS OR THE
AREA BEING LIT. SWITCHING DEVICES IN ADDITION TO, BUT NOT
INSTEAD OF, THE REQUIRED READILY ACCESSIBLE MANUALLY
WHICH THE CONNECTED LIGHTING LOAD EQUALS OR EXCEEDS 1.0
WATTS PER SQUARE FOOT THROUGHOUT THE ENTIRE AREA SHALL BE
CONTROLLED SO THAT THE LOAD MAY BE REDUCED BY AT LEAST
ONE-HAVE WHILE MAINTAINING A REASONABLY UNIFORM LEVEL OF
ILLUMINATIONS THROUGHOUT THE AREA. READILY ACCESSIBLE
SWITCHES, THAT CONTROL EACH LUMINARE IN A SPACE WITH MORE
THAN ONE LUMINAIRE, OR THAT CONTROL EACH LAMP IN A SPACE
INDEPENDENTLY MEET THE REQUIREMENTS OF THIS SECTION.
D. IN ALL AREAS WHERE EFFECTIVE USE MAY BE MADE OF NATURAL
LIGHT, LIGHTING CIRCUITING SHALL BE ARRANGED SO THAT UNITS,
IN ALL PORTIONS OF THE AREA WHERE NATURAL LIGHT IS AVAILABLE
AT THE SAME TIME, ARE SWITCHED INDEPENDENTLY OF THE
A. THE BUILDER SHALL PROVIDE THE BUILDING OWNER, MANAGER, AND
THE ORIGINAL OCCUPANTS A LIST OF THE HEATING, COOLING, WATER
C. THE GENERAL LIGHTING OF ANY AREA 100 SQUARE FEET OR LARGER IN
15. PROVIDE AN ELECTRICAL OUTLET AS REQUIRED FOR NEW HEATING AND A.C.
16. TEST ALL WIRING AND CONNECTIONS FOR CONTINUITY, SHORTS AND
17. CONTRACTOR TO GUARANTEE WORK AND MATERIALS FOR PERIOD OF ONE YEAR
HEATING, AND LIGHTING SYSTEMS INSTALLED IN THE BUILDING,
INCLUDING INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY, THE
INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATIONS SET
B. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
REMAINDER OF THE AREA.
OPERATED SWITCHING DEVICES SHALL BE PERMITTED.
20. OCCUPANT OPERATING AND MAINTENANCE INFORMATION:
FORTH BY THE EXECUTIVE DIRECTOR.
N.E.C. (NATIONAL ELECTRICAL CODE).
AFTER FINAL ACCEPTANCE.
MPA ARCHITECTURAL GROUP FOR CLARIFICATION.
18. SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION AND
19. CONTROL DEVICES FOR INDOOR LIGHTING PER TITLE 24: (CALIFORNIA ONLY)
14. NOT USED
PAINT.
OR BETTER.
1. SUSPENDED CEILINGS:
F. SEE DOOR SPECIFICATIONS
E. PROVIDE PLYWOOD TELEPHONE BACKBOARD AS REQUIRED.
MORE THAN 1/8" AT ALL EDGES, JAMB AND SILL.
PINE OR WESTERN LARCH, GRADE B OR BETTER.
2. FINISH CARPENTRY:
LIGHT FIXTURES AND SIMILAR FEATURES.
NOTED OTHERWISE.
THE ARCHITECTURAL DRAWINGS.
ARCHITECTURAL DRAWINGS.
ARCHITECTURAL DRAWINGS.
TREATED DOUGLAS FIR.
DRAFTSTOPS/SHAFT ENCLOSURES
2. FIRESTOPS:
FOR OPENINGS THROUGH ONE-HOUR WALLS.
4. SHAFT ENCLOSURES:
AT EACH END AND AT THE MIDDLE OF EACH FLIGHT.
FILL ALL SPACES BETWEEN STUDS AND FURRING SHALL BE
3. ENCLOSED SPACES:
ACROSS THE SPACE TO BE FIRE-STOPPED.
INSPECTION.
WITH SELF CLOSING DEVICES.
LEANDRO, CA OR EQUAL.
2. MISCELLANEOUS IRON:
FOR REVIEW BY MPA ARCHITECTURAL GROUP FOR GENERAL
SPECIFICALLY DETAILED ON THE DRAWINGS OR NOT.
1. STRUCTURAL STEEL:
GALVANIZED.
3. SHOP COAT:
WITH GROUT, MOLTEN SULFER OR MOLTEN LEAD.
1. ROUGH FRAMING:
ROUGH AND FINISH CARPENTRY
A. THE QUALITY AND DESIGN OF WOOD MEMBERS, MATERIALS AND
SHALL BE:
CODES.
4-16D NAILS EACH SIDE OF THE JOINT.
ORDINANCES AND CODES.
BUILDING CODES.
PURPOSES FOR WHICH THEY ARE USED.
OTHERWISE.
G. ALL LUMBER SHALL BE D.F. LARCH 2 OR BETTER UNLESS NOTED
BONDED WITH EXTERIOR GLUE OR SHALL BE AN EXTERIOR TYPE.
WHETHER, SUCH AS EAVES, SOFFITS OR CANOPY CEILINGS, SHALL BE
PLYWOOD USED IN PROTECTED LOCATIONS INDIRECTLY EXPOSED TO THE
DIRECTLY EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE.
OVERLAY OVER THE REQUIRED SUBFLOOR. PLYWOOD USED IN AREAS
AS AN INTERIOR ARCHITECTURAL FINISH MATERIALS OR AS AN
JOISTS, TRUSSES AND BLOCKING UNLESS SUCH PLYWOOD IS USED ONLY
INCLUDING UNDERLAYMENT SHALL BE BONDED WITH EXTERIOR AT ALL
F. ALL CONSTRUCTION PLYWOOD USED ON WALLS, ROOFS AND FLOORS,
TIED BY A MINIMUM 1/8" THICK BY 1-1/2" WIDE STEEL STRAP WITH
E. WHERE PLATES ARE CUT, NOTCHED OR DRILLED, THE PLATE SHALL BE
SPECIFICALLY APPROVED BY THE LOCAL GOVERNING AGENCIES.
TO THE REQUIREMENTS OF THE LOCAL GOVERNING AGENCIES OR
(b) ATTESTED TO BY AN APPROVED TESTING AGENCY AS CONFORMING
HAS BEEN ISSUED PURSUANT TO LOCAL GOVERNING AGENCIES,
(a) MANUFACTURED BY A TYPE I FABRICATOR TO WHOM AN APPROVAL
INCHES, OR USING CONNECTORS OF A TYPE VISIBLE AFTER ASSEMBLY
MEMBERS WITH A TOTAL CROSS-SECTIONAL AREA EXCEEDING 24 SQUARE
D. TIMBER TRUSSES AND SIMILAR STRUCTURAL ASSEMBLIES HAVING
PRACTICES AND TO THE REQUIREMENTS OF OF LOCAL GOVERNING
THEIR FASTENINGS SHALL CONFORM TO ACCEPTED ENGINEERING
C. PREPARATION, FABRICATION AND INSTALLATION OF WOOD MEMBERS AND
TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE
B. ALL MEMBERS SHALL BE FRAMED, ANCHORED TIED, AND BRACED SO AS
THE CONSTRUCTION DOCUMENTS AND THE LOCAL GOVERNING BUILDING
FASTENINGS SHALL CONFORM TO THE PROVISIONS AND STANDARDS OF
1. CONTRACT:
GENERAL INFORMATION
PROPER EXECUTION AND COMPLETION OF THE WORK.
AND ACCEPTS THE SITE "AS IS".
INCORPORATED IN THE CONSTRUCTION.
CONTRACT, AND ALL MODIFICATIONS THERETO.
BEAR ALL COSTS ARISING THEREFROM.
SUCH NOTICE TO MPA ARCHITECTURAL GROUP, HE SHALL
NOTIFY MPA ARCHITECTURAL GROUP IN WRITING.
CONDUCT OF THE WORK AS DRAWN AND SPECIFIED.
DISCREPANCIES PRIOR TO COMMENCING WORK.
JOB & NOTIFY MPA ARCHITECTURAL GROUP OF ANY
2. GENERAL NOTES:
PERFORMED BY ANY TRADE.
FLUSH WITH REMAINING SURFACES.
GROUP SHALL DETERMINE TO BE JUST.
MPA ARCHITECTURAL GROUP AND SHALL NOT
GROUND AND PROTECTED FROM DAMAGE.
VISITED THE SITE, FAMILIARIZED HIMSELF WITH THE CONDITIONS
CONTAINERS. MATERIALS AND EQUIPMENT SHALL BE STORED OFF THE
SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL MANUFACTURER'S
M. ALL MATERIALS AND EQUIPMENT SHALL BE FREE FROM DEFECTS, AND
SUCH NOTICE PROMPTLY AFTER DISCOVERY OF THE CONDITION.
SURVIVE TERMINATION OF THE CONTRACT. THE OWNER SHALL GIVE
WRITTEN ACCEPTANCE OF SUCH CONDITION. THIS OBLIGATION SHALL
UNLESS THE OWNER HAS PREVIOUSLY GIVEN THE CONTRACTOR A
AFTER RECEIPT OF A WRITTEN NOTICE FROM THE OWNER TO DO SO
DOCUMENTS, THE WITH THE CONTRACTOR SHALL CORRECT IT PROMPTLY
TO BE DEFECTIVE OR NOT IN ACCORDANCE WITH THE CONTRACT
REQUIRED BY THE CONTRACT DOCUMENTS, ANY OF THE WORK IS FOUND
LAW OR BY THE TERMS OF ANY APPLICABLE SPECIAL WARRANTY
WITHIN SUCH LONGER PERIOD OF TIME AS MAY BE PRESCRIBED BY THE
AFTER ACCEPTANCE BY THE OWNER OF DESIGNATED EQUIPMENT OR
OF THE WORK OR DESIGNATED PORTION THEREOF OR WITHIN ONE YEAR
L. IF, WITHIN ONE YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION
OPENINGS, REMOVE WALL PORTION, BURN OFF REINFORCING BARS
PROVIDED IN EXISTING WALLS; SAW CUT AT PERIMETER OF NEW
K. NO JACK HAMMERING ALLOWED WHERE NEW OPENINGS ARE TO BE
CHARGE THE COST TO THE SEVERAL CONTRACTORS AS MPA DESIGN
IN CASE OF DISPUTE THE OWNER MAY REMOVE THE RUBBISH AND
"BROOM CLEAN" OR ITS EQUIVALENT, UNLESS MORE EXACTLY SPECIFIED.
REMOVE ALL HIS SURPLUS MATERIALS AND SHALL LEAVE HIS WORK
EMPLOYEES OR WORK, AND AT THE COMPLETION OF THE WORK HE SHALL
ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS
J. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM
THE DRAWINGS AND SPECIFICATIONS FOR THE COMPLETED STRUCTURE.
WORK OF OTHER CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY
TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY
WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS COME
I. CONTRACTOR SHALL DO ALL CUTTING, FITTING OR PATCHING OF HIS
TO BE LOADED WITH A WEIGHT THAT WILL ENDANGER ITS SAFETY.
CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE STRUCTURE
UNREASONABLY ENCUMBER THE PREMISES WITH HIS MATERIALS.
INDICATED BY LAWS, ORDINANCES, PERMITS OR DIRECTIONS OF
MATERIALS, AND THE OPERATIONS OF HIS WORKMEN TO LIMITS
H. CONTRACTOR SHALL CONFINE HIS APPARATUS, THE STORAGE OF
SCAFFOLDING, WINDOW OPENINGS, STAIRWAYS AND FALLING MATERIALS.
AS PROTRUDING NAILS, HOISTS, WELL HOLES, ELEVATOR HATCHWAYS,
CREATED BY BUT NOT LIMITED TO SUCH FEATURES OF CONSTRUCTION
PUBLIC & SHALL POST DANGER SIGNS WARNING AGAINST THE HAZARDS
NECESSARY SAFEGUARDS FOR THE PROTECTION OF WORKMEN & THE
REQUIRED BY THE CONDITIONS AND PROGRESS OF THE WORK, ALL
G. CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES, AS
PROPERTY INJURY OR LOSS ARISING IN CONNECTION WITH HIS WORK.
ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S
F. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF
TO SUCH LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT
E. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY
SPECIFICATIONS ARE AT VARIANCE THEREWITH, HE SHALL PROMPTLY
D. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND
LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE
C. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL
COMPLETION OF THE WORK AS INDICATED ON THE DRAWINGS.
IDENTIFIED, BUT REQUIRED FOR THE PROPER EXECUTION AND
MATERIALS, EQUIPMENT, AND ACCESSORIES NOT SPECIFICALLY
B. ALL CONTRACTORS AND SUBCONTRACTORS SHALL PROVIDE ALL LABOR,
A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE
SUBCONTRACTORS OR IN ESTABLISHING THE EXTENT OF WORK TO BE
CONTROL THE CONTRACTOR IN DIVIDING WORK AMONG THE
SECTIONS AND ARTICLES, THE ARRANGEMENT OF DRAWINGS SHALL NOT
G. THE ORGANIZATION OF THE SPECIFICATIONS AND INTO DIVISIONS,
USED HEREIN IN ACCORDANCE WITH SUCH RECOGNIZED MEANINGS.
F. WORDS WHICH HAVE WELL KNOWN TECHNICAL OR TRADE MEANINGS ARE
INFERABLE AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS.
ELSEWHERE IN THE CONTRACT DOCUMENTS OR IS REASONABLY
SPECIFICATIONS SHALL BE SUPPLIED UNLESS IT IS REQUIRED
SECTION, BRANCH, CLASS OR TRADE OF GENERAL NOTES OR
E. IT IS NOT INTENDED THAT WORK NOT COVERED UNDER ANY HEADING,
MATERIALS, EQUIPMENT AND OTHER ITEMS AS NECESSARY FOR THE
INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR,
BY ANY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. THE
D. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED
OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS
WHICH THE WORK IS TO BE PERFORMED, AND CORRELATED HIS
AND LAWS, CODES AND GOVERNMENTAL AGENCY REGULATIONS UNDER
COMMENCING OF WORK THE CONTRACTOR REPRESENTS THAT HE HAS
C. BY EXECUTING THE CONTRACT OR ENTERING UPON THE SITE AND
LABOR, MATERIALS AND EQUIPMENT INCORPORATED OR TO BE MEANT
CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS, AND ALL
B. THE TERM WORK INCLUDES ALL LABOR NECESSARY TO PRODUCE THE
SPECIFICATIONS, ALL ADDENDA ISSUED PRIOR TO EXECUTION OF THE
A. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT, THE DRAWINGS,
AND STRUCTURAL TUBING (T'S) SHALL CONFORM TO ASTM A-500 GRADE
B. THE FIRE ASSEMBLIES FOR STAIRWAY SHAFTS SHALL BE EQUIPPED
A FIRE ASSEMBLY HAVING A FIRE PROTECTION RATING OF ONE HOUR
A. EVERY OPENING INTO A SHAFT ENCLOSURE SHALL BE PROVIDED WITH
B. ENCLOSED SPACES BETWEEN STAIR STRINGERS SHALL BE FIRE-STOPPED
SHALL BE FIRESTOPPED AROUND THE CONCEALED PERIMETER.
FIRESTOPPED AT THE BASE OF THE COVE. SLIDING DOOR POCKETS
TEN FEET, MEASURED VERTICALLY. TOP AND BOTTOM PLATES WHICH
BETWEEN FIRESTOPS IN WALLS AND PARTITIONS SHALL NOT EXCEED
MIDPOINT IN WALLS MORE THAN TEN FEET HIGH. THE DISTANCE
SHALL BE FIRESTOPPED AT THE TOP AND BOTTOM AND ALSO AT THE
A. ENCLOSED SPACES IN STUD WALLS, PARTITIONS, AND FURRED WALLS
AND ROOF SPACE. FIRESTOPPING SHALL FORM A COMPLETE BLOCK
EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY
OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN
A. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT
SELF CLOSING DOORS CONSTRUCTED AS REQUIRED FOR THE PARTITION.
ON CENTER. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED WITH
INCHES NOMINAL THICKNESS MATERIAL SPACED NOT OVER 24 INCHES
SIX PENNY NAILS AT EACH SUPPORT. SUPPORTS SHALL BE TWO
SHALL BE NAILED AT NOT TO EXCEED FOUR INCHES ON CENTER WITH
ONE HOUR FIRE RESISTIVE WHERE REQUIRED. ALL GYPSUM BOARD
HAVE ADOPTED THE UNIFORM BUILDING CODE. PARTITIONS SHALL BE
IN THE COUNTY OF LOS ANGELES AND THOSE JURISDICTIONS WHICH
SQUARE FEET IN THE CITY OF LOS ANGELES AND 3000 SQUARE FEET
AND ROOF ABOVE SHALL BE DIVIDED INTO AREAS NOT EXCEEDING 2500
A. WHERE SUSPENDED CEILING OCCUR, THE SPACE BETWEEN THE CEILING
D. ALL WOODWORK OR DOORS SHALL BE SANDED SMOOTH AND READY FOR
C. DOORS SHALL BE INSTALLED ACCURATELY WITH A CLEARANCE OF NOT
B. INTERIOR MILLWORK MAY BE NORTHERN OR IDAHO WHITE PINE, SUGAR
DRAWINGS, ALL FINISHED LUMBER SHALL BE DOUGLAS FIR, GRADE B
A. UNLESS OTHERWISE SPECIFIED OR NOTED ON THE ARCHITECTURAL
M. PROVIDE SOLID BACKING FOR ALL PLUMBING FIXTURES, CABINETS,
L. ALL VERTICAL FRAMING SHALL BE "STUD GRADE" OR BETTER UNLESS
AT THE CEILING AND MID-HEIGHT, UNLESS OTHERWISE SPECIFIED ON
K. ALL STUD WALLS SHALL BE FIRE STOPPED WITH 2" THICK MATERIAL
J. NAILS SHALL BE COMMON WIRE UNLESS OTHERWISE NOTED ON THE
I. ALL PLYWOOD SHALL BE PSI 74 UNLESS OTHERWISE NOTED ON THE
LUMBER BY WWPA. SILLS ON CONCRETE WALLS SHALL BE PRESSURE
SHALL CONFORM TO THE 1990 STANDARD GRADING RULES FOR WESTERN
H. ALL TIMBER SHALL BE DOUGLAS FIR UNLESS OTHERWISE NOTED AND
"B" UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS.
C. ALL STRUCTURAL STEEL SHALL BE FABRICATED BY AN ICBO (AS
APPLICABLE) LICENSED SHOP. ALL WELDING SHALL BE DONE BY
WELDERS HOLDING A CURRENT CERTIFICATE. DESIGN FABRICATION AND
ERECTION SHALL BE DONE IN ACCORDANCE WITH THE 1978 AISC
SPECIFICATION. ALL FIELD WELDING SHALL HAVE CONTINUOUS
A. HOLD DOWNS, POST BASES, COLUMN CAPS, JOIST HANGERS, TIE
STRAPS AND SIMILAR STRUCTURAL HARDWARE SHALL BE SIMPSON
STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY, SAN
B. PIPE RAILINGS, UNLESS OTHERWISE DETAILED ON THE ARCHITECTURAL
DRAWINGS SHALL BE 1-1/2 INCH STANDARD WEIGHT STEEL PIPE
MEETING THE REQUIREMENTS OF ASTM A-120, 32 INCHES HIGH WITH
TWO HORIZONTAL RAILS AND WITH UPRIGHTS SPACED NOT OVER 8 FEET
ON CENTER, FLUSH TYPE FITTINGS SHALL BE USED AND ALL WELDS
SHALL BE GROUND SMOOTH. EXTERIOR PIPE RAILS SHALL BE HOT-DIP
GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A-123
AND TREATED CHEMICALLY TO PROVIDE A PHOSPHATE PAINT HOLDING
FILM. PIPE RAILS SHALL BE FASTENED TO MASONRY BY FLANGES AND
EXPANSION BOLTS AND TO CONCRETE IN 4 INCH SLEEVES AND CAULKED
A. ALL FERROUS METAL SHALL BE GIVEN ONE SHOP COAT OF RED LEAD
OIL PAINT UNLESS SPECIFIED OR NOTED ON THE ARCHITECTURAL
DRAWINGS. ALL FERROUS METALS TO BE BUILT INTO MASONRY OR
CONCRETE SHALL BE COVERED WITH ASPHALT PAINT OR SHALL BE
METAL FRAMING PRODUCTS, STRUCTURAL STEEL
A. PRIOR TO FABRICATION, CONTRACTOR SHALL PREPARE SHOP DRAWINGS
DESIGN CONSIDERATION ONLY. THE FABRICATOR ASSUMES ALL
RESPONSIBILITY FOR VERIFYING ALL DIMENSIONS. BEARING PLATES,
STIFFENERS, GUSSETS, ANGLES AND OTHER SIMILAR STEEL ITEMS
SHALL BE PROVIDED AS REQUIRED FOR THE WORK WHETHER
B. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36; PIPE COLUMNS
SHALL CONFORM TO ASTM A-501 AND ASTM A-53 (TYPE "E" OR "S")
A. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 40, AND
B. REINFORCING DETAILING AND PLACING SHALL BE IN ACCORDANCE WITH
THE CONCRETE reinforcing STEEL INSTITUTE "MANUAL OF STANDARD
C. ALL REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST,
MUD, OIL AND OTHER COATINGS THAT WILL REDUCE THE BOND BETWEEN
D. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL REINFORCING STEEL
E. ALL REINFORCING SHALL BE PLACED IN ACCORDANCE WITH THE
DRAWINGS AND, UNLESS OTHERWISE NOTED THE FOLLOWING MINIMUM
CLEARANCES SHALL APPLY BETWEEN THE FACE OF REINFORCING AND
F. ALL REINFORCING SHALL BE STRAIGHT EXCEPT WHERE SHOWN ON PLANS
G. WELDED WIRE FABRIC IN CONCRETE SLABS SHALL BE ACCURATELY CUT
AND LAID FLAT WITH SHEETS OF FABRIC LAPPED AT LEAST ONE
SPACE. TIE SHEETS TO EACH OTHER AT 24" O/C AND TO CONTIGUOUS
REINFORCING BARS. AS CONCRETE IS PLACE THE FABRIC SHALL BE
H. UNLESS OTHERWISE NOTED ON THE PLANS, DOWELS FROM THE FOOTINGS
TO THE MASONRY WALL SHALL BE PROVIDED OF THE SAME SIZE AND
SPACING AS THE VERTICAL REINFORCING SPECIFIED IN THE WALLS.
VERTICAL BARS IN MASONRY WALLS SHALL BE ACCURATELY POSITIONED
AT THE CENTER OF WALL (U.N.O.) AND SHALL BE TIED IN POSITION
AT TOP AND BOTTOM AND AT INTERVALS PER CHAPTER 26 OF THE 1994
I. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL
BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
SPLICES SHALL BE A MINIMUM OF 24, 30, OR 36 BAR DIAMETERS FOR
40, 50 AND 60 PSI YIELD STRENGTH RESPECTIVELY.
THE FACE OF THE CONCRETE.
BENDS AT CORNERS
LIFTED TO INSURE PROPER PLACEMENT.
BEAMS, GIRDERS AND COLUMNS SLABS.
SLABS AND WALLS
SURFACE OF FOOTINGS IN CONTACT WITH GROUND.
FORMED SURFACES IN CONTACT W/ GROUND/WEATHER.
REINFORCEMENT
WIRE FABRIC SHALL CONFORM TO ASTM A-185.
STEEL & CONCRETE.
FOOTINGS STD. 2500 3/4" 5.25 SACKS 4 INCH
A. ALL AGGREGATES SHALL CONFORM TO ASTM C-33-71, EXCEPT AS
A. SHALL BE PORTLAND CEMENT: CONFORMING TO ASTM C-150 AND
A. ALL WATER SHALL BE POTABLE, CLEAN AND FREE FROM DELETERIOUS
CEMENT DELIVERED TO THE PLANT SHALL NOT EXCEED 150 DEGREES F.
SHALL BE THE PRODUCT OF ONE MANUFACTURER. THE TEMPERATURE OF
MEMBRANES SHALL BE SHEET PLASTIC OR AN EQUAL APPROVED IN
FOR A COMPLETE AND PROPER INSTALLATION OF CAST-IN-PLACE
ELEVATIONS INDICATED ON THE DRAWINGS, WITH ALL REQUIRED
VERIFY THAT CONCRETE MAY BE PLACED TO THE LINES AND
A. ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED
BLDG. SLAB STD. 2500 3/4" 5.75 SACKS 4 INCH
FOOTINGS STD. 2500 3/4" 5.50 SACKS 4 INCH
C. VERIFY THAT ALL ITEMS TO BE EMBEDDED IN CONCRETE ARE IN PLACE
GROUP AND SHALL BE A TYPE APPROVED BY THE GOVERNING BUILDING
B. ADMIXTURES MAY BE USED ONLY WITH THE CONSENT OF MPA ARCHITECTURAL
CONCRETE SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO
ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MEMBRANE BEING
A. ALL CEMENT OR TAPE USED FOR SEALING MEMBRANE JOINTS SHALL BE
A. UNLESS OTHERWISE SPECIFIED BY THE SOILS ENGINEER, ALL CURING
CLEARANCE FROM REINFORCEMENT.
MODIFIED HEREIN.
7. CURING MEMBRANES:
ADVANCE BY MPA ARCHITECTURAL GROUP.
DEPARTMENT.
THE APPROVAL OF MPA ARCHITECTURAL GROUP
8. JOINTING MATERIAL:
9. OTHER MATERIALS:
JOINED.
MATTER.
5. AGGREGATES:
A. ALL SLABS ON GRADE SHALL BE REINFORCED AS NOTED ON FOUNDATION
PLAN. SLAB SHALL BE POURED OVER SUB-GRADE AS NOTED ON ALL
AREAS TO RECEIVE CONCRETE SLABS ON GRADE, UNIFORMLY
ATTAINING THE THICKNESS ON THE DRAWINGS AND PROVIDING ALL
A. UNLESS OTHERWISE SPECIFICALLY PERMITTED IN WRITING BY MPA
ARCHITECTS, INC., ALL CONCRETE SHALL BE TRANSIT-MIXED IN ACCORDANCE
W/ ASTM C-94. CONCRETE SHALL BE DENSE, FREE FROM HONEYCOMBING OR
A. UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS, ALL
CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE
STRENGTHS AT 28 DAYS AND SHALL BE PROPORTIONED WITHIN THE
CONCRETE MIN. PSI MAX SIZE MIN SACKS MAX SLUMP
LOCATION @ 28 DAYS AGGREGATE CEMENT/CU.YD. IN INCHES
FOLLOWING LIMITS:
REQUIRED TRANSITION PLANES.
CONCRETE
6. WATER:
4. CEMENT:
3. QUALITY:
2. GENERAL:
1. SLABS:
UBC.
1. STEEL:
PRACTICE"
2.00"
3.00"
1.75"
1.50"
OTHER DEFECTS.
UNIFORM LAYER OF SAND TWO (2) INCHES THICK OVER MEMBRANE
(d) EXERCISE CARE TO AVOID PUNCTURING THE MEMBRANE OR
AND LAID FLAT WITH SHEETS OF FABRIC LAPPED AT LEAST ONE
THE SLAB. PROVIDE ONE CONSTRUCTION JOINT FOR APPROXIMATELY
JOINTS SHALL BE PLACED UNDER PARTITIONS IN THE INTERIOR OF
DISPLACING OR OPENING LAP JOINTS. PLACE NO LOADS ON
A. UNLESS OTHERWISE DETAILED ON THE DRAWINGS, CONSTRUCTION
C. REFER TO THE FOUNDATION PLAN FOR ADDITIONAL SPECIFICATIONS.
REINFORCING BARS. AS CONCRETE IS PLACE THE FABRIC SHALL BE
SPACE. TIE SHEETS TO EACH OTHER AT 24" O/C AND TO CONTIGUOUS
B. WELDED WIRE FABRIC IN CONCRETE SLABS SHALL BE ACCURATELY CUT
SAND AND ALLOW NO TRAFFIC ON SAND BEFORE SLAB IS POURED.
LIFTED TO INSURE PROPER PLACEMENT.
ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
E. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
D. SEE "REINFORCEMENT NOTES"
BEFORE THE CONCRETE SLAB IS POURED.
1500 SQUARE FEET OF SLAB AREA.
17. MISCELLANEOUS:
COMPACTED FILL. TERMITE SOIL TREATMENT SHALL THEN BE
(a) PLACE REQUIRED LAYER OF FREE DRAINING GRAVEL OVER
PIPES, CONDUITS, COLUMNS AND OTHER PROTRUSIONS. COAT
IN THE WIDEST PRACTICAL WIDTHS. LAP SIDE AND END JOINTS
(b) AFTER TERMITE SOIL TREATMENT IS COMPLETE, APPLY MEMBRANE
PROOF BY USING SMALL PIECES OF MEMBRANE AND A LIBERAL
WIDE. AREAS SURROUNDING PROTRUSIONS SHALL BE MADE DAMP
LAPS WITH A BED OF MASTIC NOT LESS THAN THREE (3) INCHES
AT LEAST SIX (6) INCHES AND FIT MATERIAL CLOSELY AROUND
APPLIED AS SPECIFIED ELSEWHERE.
AMOUNT OF MASTIC.
D. INSTALLATION:
D. FORMS SHALL BE SUBSTANTIAL, UNYIELDING, TRUE TO LINE, PLUMB,
UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED.
D. WHERE NO EXTERIOR SLAB FINISH IS INDICATED ON THE DRAWINGS
A. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, MAKE ALL SLABS
D. THOROUGHLY CLEAN ALL TRANSPORTING AND HANDLING EQUIPMENT.
OPERATIONS, IF REQUIRED TO KEEP CONCRETE MOIST. IMMEDIATELY
EXCESSIVELY CRACKED OR HAS POCKETS OR HONEYCOMBS, OR IS
B. DURING PERIODS OF LOW HUMIDITY, WINDS, OR TEMPERATURES IN
A. ALL AREAS SHALL BE FOG SPRAYED IMMEDIATELY AFTER FINISHING
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, SHALL BE
B. MASTIC SHALL BE BLACK PLASTIC CEMENT BY JOHN-MANSVILLE
DEFECTIVE IN ANY OTHER WAY, OR WAS NOT CONSTRUCTED IN
CEMENT. THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR THE
LEVEL AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR OR
B. WHERE FLOOR DRAIN OR FLOOR SLOPES ARE INDICATED, SLOPE SLABS
UNIFORM IN APPEARANCE AND EVEN WITHIN PLUS OR MINUS 1/8" IN
C. THOROUGHLY WET THE FORMS OR OIL THEM. REMOVE ALL STANDING
B. THOROUGHLY CLEAN THE AREAS TO ENSURE PROPER PLACEMENT AND
A. REMOVE ALL WOOD SCRAPS AND DEBRIS FROM THE AREAS IN WHICH
GROUP. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY
A. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY MPA ARCHITECTURAL
DESIGN, CONSTRUCTION SAFETY, AND STRUCTURAL ADEQUACY OF THE
A. ANY CONCRETE THAT DOES NOT COME UP TO STRENGTH IN 28 DAYS, IS
FORMS AND EXPOSED CONCRETE SHALL BE KEPT CONTINUOUSLY MOIST
A. WET ALL FOOTING FORMS AT LEAST TWICE DAILY UNTIL REMOVAL. ALL
D. APPLY "HUNTS PROCESS CLEAR" IMMEDIATELY AFTER FOG SPRAYING OR
AND PROTECTED AGAINST INJURY AND DEFACEMENT OF ANY NATURE
C. EXTERIOR CONCRETE SLABS AND PAVING SHALL BE PROPERLY CURED
AFTER FOG SPRAYING APPLY THE CURING COMPOUND SPECIFIED BELOW.
PERIOD OF 4 HOURS. FOG SPRAY PRIOR TO AND DURING FINISHING
EXCESS OF 70 DEGREES F., THE FOG SPRAY SHALL BE APPLIED FOR A
C. SAND SHALL BE CLEAN RIVER SAND, APPROVED BY MPA ARCHITECTURAL
THICK, UNLESS OTHERWISE NOTED, AS MANUFACTURED BY MONSANTO
A. MEMBRANE SHALL BE MONSANTO POLYETHYLENE SHEETING SIX (6) MIL
REPLACED IN ACCORDANCE WITH INSTRUCTIONS FROM MPA ARCHITECTURAL
B. ALL DEFECTIVE CONCRETE SHALL BE REMOVED FROM THE WORK AND
FINISH THE EXPOSED CONCRETE SURFACE BY LIGHTLY COMBING WITH A
FOR A PERIOD OF SEVEN DAYS AFTER PLACING.
KEEP SURFACE CONTINUOUSLY WET FOR THE FIRST 7 DAYS.
DURING CONSTRUCTION OPERATIONS.
15. MAJOR DEFECTIVE AREAS:
BORNE BY THE CONTRACTOR.
PLASTICS AND RESINS COMPANY, KEN, N.J. AND ANAHEIM,
GROUP, COST OF REMOVAL AND REPLACEMENT SHALL BE
CONSIDERED AS DEFECTIVE CONCRETE.
16. WATERPROOFING UNDER SLAP:
CALIFORNIA.
BONDING OF CEMENT.
CONCRETE WILL BE PLACED.
FORMWORK, SHORES, SUPPORTS OR BRACES.
UNIFORMLY TO PROVIDE EVEN FALL FOR DRAINING.
C. TROWEL ALL INTERIOR SLABS TO A SMOOTH, HARD FINISH.
MEDIUM STIFF BROOM AFTER TROWELING IS COMPLETE.
OPERATIONS FOR A PERIOD OF 2 HOURS.
10. DISCREPANCIES:
APPROVED BY MPA ARCHITECTURAL GROUP, PLACE A
(c) AFTER THE MEMBRANE INSTALLATION HAS BEEN INSPECTED AND
GROUP.
COMPANY.
13. CURING:
14. FORMS:
12. FINISHING:
TEN FEET.
11. GENERAL:
WATER.
7. WEATHERSTRIPPING:
REGARDING GLASS SLIDING DOORS.
GASKETS TO LIMIT AIR INFILTRATION.
6. SLIDING DOORS:
SECURITY
1. GENERAL:
FORCED ENTRY RESISTANCE:
NOT LESS THAN 9/16 INCHES THICKNESS, PROVIDED SHAPED
(b) WOOD PANEL TYPE DOORS WITH PANELS FABRICATED OF LUMBER
(a) SOLID CORE DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS.
CONSTRUCTIONS OR SHALL BE OF A CONSTRUCTION HAVING EQUIVALENT
WITHOUT THE USE OF A KEY SHALL BE OF ONE OF THE FOLLOWING
A. SWINGING WOODEN DOORS WHICH ARE OPENABLE FROM THE INSIDE
A. SLIDING DOORS SHALL BE SECURED WITH HOOKBOLT DEADBOLTS.
B. SEE GLAZING SPECIFICATIONS FOR ADDITIONAL INFORMATION
C. SEE SECURITY SPECIFICATIONS FOR ADDITIONAL INFORMATION.
B. ALL GLASS DOORS SHALL COMPLY WITH AIR INFILTRATION STANDARDS
8. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
OF THE 1972 ANSI A-134.1; A-134.2; A-134.3; A-134.4.
ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
OF NOT LESS THAN 3/8 INCHES.
2. LOCKS/DEADBOLTS:
THE ACTIVE LEAF OR LOWER LEAF.
THE DOOR.
EXCEPTIONS:
SECT. 91.6731 SNA 91.6732.
CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING
G. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER
INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN
AND SHALL BE CONSTRUCTED AND INSTALLED THAT THEY REMAIN
F. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES
E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN
FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO ATTACK TOOLS.
DEADBOLTS WHENEVER THE CYLINDER PROJECTS BEYOND THE OUTSIDE
C. CYLINDER GUARDS SHALL BE INSTALLED ON CYLINDER LOCKS FOR
NOT PROHIBITED BY OTHER LAWS AND REGULATIONS.
THE DEVICE RECEIVING THE PROJECTED BOLT MAY BE USED WHEN
OF THE LEAF AND WHICH EMBED A MINIMUM OF 1/2 INCH INTO
(c) MANUALLY OPERATED HARDENED BOLTS AT THE TOP AND BOTTOM
AUTOMATICALLY WITH THE DEADBOLT OR BY ANOTHER DEVICE ON
(b) THE BOLT OR BOLTS MAY BE ENGAGED OR DISENGAGED
NOT BE OTHERWISE ACTIVATED, FROM THE EXTERIOR SIDE OF
(a) THE BOLT OR BOLTS NEED NOT BE KEY OPERATED, BUT SHALL
DUTCH DOORS SHALL BE EQUIPPED WITH A DEADBOLT OR DEADBOLTS.
B. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF
HOLDING DEVICES RECEIVING THE PROJECTED BOLTS.
LEAST 1/2 INCH, BUT NEED NOT EXCEED 3/4 INCH, INTO THE
AUTOMATICALLY ACTIVATE TWO OR MORE DEADBOLTS SHALL EMBED AT
MINIMUM THROW OF 2/3 INCH. ALL DEADBOLTS OF LOCKS WHICH
BOLT. A HOOK SHAPE OR EXPANDING LUG DEADBOLT SHALL HAVE A
5/8 INCH INTO THE HOLDING DEVICE RECEIVING THE PROJECTED
THROW OF ONE INCH AND THE EMBEDMENT SHALL NOT BE LESS THAN
EXCESSIVE FORCE. A STRAIGHT DEADBOLT SHALL HAVE A MINIMUM
SIDE OF THE DOOR BY A DEVICE NOT REQUIRING A KEY, TOOL, OR
SIDE OF THE DOOR AND ENGAGED OR DISENGAGED FROM THE INTERIOR
BOLT LOCK OR LOCKS SHALL BE KEY OPERATED FROM THE EXTERIOR
OR EQUIVALENT, SO AS TO REPEL CUTTING TOOL ATTACK. THE DEAD
INDIVIDUAL LOCKS. DEADBOLTS SHALL CONTAIN HARDENED INSERTS,
DEADBOLT. THE DEADBOLT MAY BE ACTIVATED BY ONE LOCK OR BY
AND THE BOTTOM LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A
A. A SINGLE SWINGING DOOR, THE ACTIVE LEAF OF A PAIR OF DOORS
INCHES MAXIMUM CENTERS AROUND THE PERIMETER.
WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT SIX
THICKNESS EITHER OF WHICH ARE COVERED ON THE INSIDE FACE
(c) HOLLOW CORE DOORS OR DOORS LESS THAN 1-3/8 INCHES IN
LESS THAN 2 INCHES. CARVED AREAS SHALL HAVE A THICKNESS
OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT
REQUIRED HEREIN FOR STILES AND RAILS EXCEPT MULLIONS NOT
CONSIDERED A PART OF ADJACENT PANELS UNLESS SIZED AS
THICKNESS AND 3 INCHES IN WIDTH. MULLIONS SHALL BE
OVERALL DIMENSIONS OF NOT LESS THAN 1-3/8 INCHES IN
AREA. STILES AND RAILS SHALL BE OF SOLID LUMBER WITH
INDIVIDUAL PANELS SHALL NOT EXCEED 300 SQUARE INCHES IN
EMBEDMENT OF NOT LESS THAN 5/8 INCHES.
D. DEADBOLTS SHALL CONTAIN HARDENED INSERTS.
PORTIONS OF THE PANELS ARE NOT LESS THAN 1/4 INCH THICK.
4. SIDELIGHTS/DOOR LIGHTS:
INCHES IN LENGTH.
HINGE PINS ARE REMOVED.
3. DOOR HARDWARE:
SUSPENDED CEILING SYSTEM
BELOW THE THRESHOLD.
EXCESS OF 15 POUNDS.
APPLICABLE.
6. MISCELLANEOUS:
SQUARE FOOT SHALL BE USED.
SHALL BE PLACES 12 FEET ON CENTER IN EACH DIRECTION WITH THE
FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS
TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES
CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSSRUNNER AND
12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND
A. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINIMUM NO.
AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, AND
2. WHERE THE CEILING LOADS DO NOT EXCEED FIVE POUNDS PER SQUARE FOOT
THE LATERAL FORCE, A MINIMUM CEILING WEIGHT OF 5 POUNDS PER
ANY LOADS TRIBUTARY TO THE SYSTEM. FOR PURPOSES OF DETERMINING
LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND
1. SUSPENDED CEILING FRAMING SYSTEMS SHALL BE DESIGNED TO RESIST A
ADDITIONAL INFORMATION APPLICABLE TO THIS SECTION
D. SEE AMERICANS WITH DISABILITIES ACT/TITLE 24 NOTES FOR
C. ALL DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2 INCH
B. DOOR CLOSERS FOR FIRE EXIT DOORS SHALL NOT REQUIRE A FORCE IN
A. SEE STOREFRONT SPECIFICATIONS SHEET FOR ADDITIONAL WHERE
BY METAL BARS, SCREENS, OR GRILLES IN AN APPROVED MANNER.
A LEAST DIMENSION EXCEEDING EIGHT (8) INCHES SHALL BE SECURED
C. OTHER OPENINGS EXCEEDING NINETY-SIX (96) SQUARE INCHES WITH
BAR, SLIDE BOLT, AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE.
B. THE HATCHWAY SHALL BE SECURED FROM THE INSIDE WITH A SLIDE
WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT SIX (6)
1-3/4 INCHES THICK SOLID WOOD SHALL BE COVERED ON THE INSIDE
A. WOODEN HATCHWAYS, SCUTTLES, AND SIMILAR OPENINGS LESS THAN
5. WOODEN HATCHWAYS, SCUTTLES, AND SIMILAR OPENINGS:
BARS, SCREENS OR GRILLED IN AN APPROVED MANNER.
APPROVED BURGLARY RESISTANT MATERIAL, OR GUARDED BY METAL
FORTY-EIGHT (48) INCHES SHALL BE FULLY TEMPERED GLASS,
LEAST DIMENSION GREATER THAN SIX (6) INCHES, BUT LESS THAN
FROM THE INSIDE WITHOUT THE USE OF A KEY, AND LIGHTS WITH A
ON A DOOR WHEN IN THE CLOSED AND LOCKED POSITION AND OPENABLE
A. LIGHTS WITHIN FORTY (40) INCHES OF A REQUIRED LOCKING DEVICE
THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2
PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO
B. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR
THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE
DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROTECTION UNLESS
HINGE PINS. IN ADDITION, THEY SHALL HAVE A MINIMUM 1/4"
SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE
A. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE THE
FIRST POINT WITHIN 4 FEET FROM EACH WALL.
FOLLOWING BRACING METHOD MAY BE EMPLOYED:
INCH MAXIMUM CENTERS AROUND THE PERIMETER.
A WALL.
DISCONTINUITIES AS MAY OCCUR WHERE THE CEILING IS DISRUPTED BY
RUNNERS BE VERTICALLY SUPPORTED WITHIN 8 INCHES OF SUCH
REQUIREMENTS THAT DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN
C. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED WITH THE ADDED
ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE
MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO
RUNNERS MAINTAINED AT THE OTHER TWO WALLS.
B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM.
OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION.
1. METAL DOORS & STEEL FRAMES
DOORS
GYPSUM WALLBOARD
1. GENERAL
DOOR SCHEDULE.
DOORS.
FRAMING IS COVERED.
THAN 1" X 2".
FRAMING.
PANELS.
JOINTS PERPENDICULAR TO THE MAIN FRAMING. THE EDGES AND
FASTENERS SHALL HOLD THE PANELS IN FIRM CONTACT WITH
C. FRAMING: WOOD FRAMING SHALL BE STRAIGHT AND TRUE. WOOD
CEILING STRIPPING SHALL BE 2" X 2" MINIMUM FOR NAILING AND
SHALL NOT BE LESS THAN 3/8" FROM EDGES OR ENDS OF THE
OF WALLBOARD SHEET LOCATED OVER FRAMING MEMBERS, EXCEPT FOR
ENDS ADJOINING SHEETS SHALL BE IN MODERATE CONTACT AND THE
B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL ALL EXTERIOR
1" X 3" FOR SCREW ATTACHMENT OTHER FURRING SHALL BE NOT LESS
D. ATTACHMENT: FASTENERS SHALL NOT FRACTURE THE FACE PAPER AND
A. GYPSUM WALLBOARD SHALL BE INSTALLED WITH ALL EDGES AND ENDS
EQUAL. DOORS SHALL BE 1-3/4 INCHES THICK UNLESS OTHERWISE
C. STEEL FRAMES SHALL BE A COMBINATION TYPE OF FRAME WITH
INTEGRAL TRIM AND SHALL BE FABRICATED FROM AT LEAST 16 GAUGE
COLD-ROLLED STEEL. CORNERS SHALL BE MITERED AND WELDED THE
FULL LENGTH OF JOINTS AND GROUND SMOOTH, THE BOTTOM OF EACH
D. HOLLOW METAL DOORS SHALL BE FACED WITH 18 GAUGE COLD-ROLLED
STEEL, REINFORCED AT 16" ON CENTER AND FILLED WITH INORGANIC
INSULATION OR SOUND DEADENING MATERIAL. WHERE THE DOORS AND
FRAMES ARE SCHEDULED TO BE LABELED, THEY SHALL BEAR THE UL
CLASSIFICATION MARKING OF THE FIRE RATING INDICATED IN THE
E. A RUST INHIBITING PRIMER SHALL BE APPLIED TO ALL HOLLOW METAL
F. DOORS AND JAMBS SHALL BE INSTALLED PURSUANT TO THE
MANUFACTURER'S SPECIFICATIONS. WHEN FRAMES ARE INSTALLED IN
MASONRY WALLS USE 'T' ANCHORS, 3 JAMBS AND TWO AT THE HEAD.
NOTED ON ARCHITECTURAL DRAWINGS.
FRAME SHALL HAVE A REMOVABLE STEEL SPREADER.
A. SEE SECURITY SPECIFICATIONS FOR ADDITIONAL INFORMATION
B. HOLLOW METAL DOORS AND PRESSED STEEL FRAMES SHALL BE EQUAL TO
UNITED STATES ALUMINUM CORPORATION, SECURITY METAL PRODUCTS
OR ENGINEERING METALS OF SOUTHERN CALIFORNIA OR APPROVED
APPLICABLE TO DOOR SPECIFICATIONS
PROVIDED A CONTINUOUS BEAD OF ADHESIVE, SUFFICIENT IN SIZE
THE MAIN FRAMING MEMBERS, FASTENERS ARE USED. TWO
MAY BE APPLIED TO FRAMING MEMBERS AT 16 INCHES ON CENTER
AND THE FACE LAYER LAMINATED WITH AN ADHESIVE. OTHER
TWO-PLY APPLICATIONS OF GYPSUM WALLBOARD AND STUDLESS
PARTITIONS MAY BE PERMITTED WHEN THE INSTALLATION IS
E. SINGLE-PLY GYPSUM MAY BE ADHESIVELY APPLIED TO WOOD-FRAMING,
TO PRODUCE TO 1/16" THICK BY 1" WIDE CONTACT, IS APPLIED TO
CONTINUOUS BEADS OF ADHESIVE ARE REQUIRED WHERE EDGE OR END
F. TWO-PLY APPLICATIONS: TWO LAYERS OF 3/8" GYPSUM WALLBOARD
WITH THE BASE LAYER NAILED AS REQUIRED FOR 1/2" WALLBOARD
APPROVED BY THE BUILDING DEPARTMENT.
JOINT OCCUR OVER A SINGLE MEMBER.
2. DOUBLE DOORS:
THRESHOLDS.
4. STOREFRONT AND WINDOWS:
5. DOOR HARDWARE:
A. INACTIVE LEAF SHALL BE SECURED WITH FLUSHBOLTS AT HEAD AND
THE LOCAL CITY BUILDING CODE AND THE ARCHITECTURAL BARRIERS
LAWS OF TITLE 24 AND A.D.A. ALL EXTERIOR SWINGING DOORS
(a) EXTERIOR - DEADLOCKING LATCH KEY OPERATED LOCK
(b) INTERIOR - OPENABLE WITHOUT KEY IN A SINGLE EFFORT,
B. ALL INTERIOR DOOR HARDWARE SHALL BE OF A LEVER, TOGGLE OR
PUSH-PULL TYPE. CLOSERS ON ALL INTERIOR DOORS SHALL NOT
C. SEE SECURITY SPECIFICATIONS FOR ADDITIONAL INFORMATION.
WITHOUT SPECIAL KNOWLEDGE.
EXCEED A PRESSURE OF 5 POUNDS.
A. SEE STOREFRONT SPECIFICATION SHEET.
SHALL HAVE DEADBOLTS WITH HARDENED INSERTS.
3. FIXTURES AND DIFFUSERS:
TRUSSES.
RUNNERS.
TO THE CEILING.
BE INSTALLED A MINIMUM OF 8" BELOW THE BOTTOM CHORD OF ROOF
T-BAR SHALL BE DIRECTLY BELOW THE TRUSS CHORD. THE CEILING SHALL
EVER POSSIBLE AND WHERE THE TRUSS SPACING IS 24" ON CENTER THE
POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING
WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE
(b) AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 POUNDS, AND
POUNDS IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY
MAY BE SUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20
(a) RECESSED LIGHTING FIXTURES NOT OVER 56 POUNDS IN WEIGHT,
DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. EXCEPTION:
A. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED
Rev: 03/18/2025 Page 1 of 2
DISABLED ACCESS COMPLIANCE
ACC-01 CBC 2022A. PURPOSE OF THIS DOCUMENTATION: (check one)
Finding of unreasonable hardship for projects UNDER the valuation threshold*
Finding of unreasonable hardship for projects OVER the valuation threshold*
Certification of Full Compliance with the 2022 California Building Code
* Valuation threshold as defined in the 2022 California Building Code, Section 11B-202.4 (Exception #8) and
Section 202 is $203,611.00 (as of January 2025)
B. PROJECT INFORMATION TO BE COMPLETED BY PETITIONER:
Project Address: Permit Number:
Project Description: Floor Number:
Business Name / Owner: Business Phone Number:
Legal Property Owner: Phone Number:
Total Construction Cost or Project Valuation:
$ $
1.The cost of all construction contemplated in the determination of the valuation of improvement threshold
based on the valuation of site and building improvements for the last three-year period.
2.20% of Total Construction Cost or Project Valuation:$
3. The actual amount to be spent to provide disabled access:$
4.Describe the impact of the proposed improvements on financial feasibility of the project.
5. Describe the proposed improvements related to accessibility upgrades on this project.
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
2502 MCFADDEN AVE. SANTA ANA CA 101123291
1
JOHN REILLY 916-204-7715
916-204-7715JOHN REILLY
$86,400
PROPSED COMMERCIAL LAUNDRY
17,280
19,000
RE-PAVING AND STRIPING THE PARKING LOT. ADDING ACCESSIBLE PARKING
SPACE, PATH OF TRAVEL ,CURBRAMP AND SIGNAGE. RESTROOM UPGRADES
FOR ACCESIBILITY, NEW WATER CLOSET AND LAV.
Rev: 03/18/2025 Page 2 of 2
6.Identify the accessibility features and equivalent facilities that WILL be brought into compliance with the
latest edition of Title 24 as a part of this project and an estimate of the cost of each item: (Documentation
may be required)
Accessible Features to be Made Accessible Cost of Improvement
a.Entrance:
Door Landing Stairway/Steps Ramp $
b.Path of Travel:
Path of travel from accessible parking to the building entrance
and area of remodel $
$
Path of travel from the public way to the building entrance $
c.Sanitary facilities ( Floor no. ) $
d.Public phone(s)$
e.Drinking fountain(s)$
f.Parking $
g.Signage & Alarms $
i.Other:$
Total: $
7.Identify the accessibility features that WILL NOT comply if a request for unreasonable hardship is
granted. Provide an estimated cost of compliance for each item: (Documentation may be required)
Accessible Features Not to be Improved Cost of Improvement
a. $
b. $
c. $
Total: $
8.Petitioner must be the legal property owner or his/her legal representative:
I certify that the above noted information is true and correct.
Legal Property Owner Architect/Engineer Contractor Other:
Print Name: Phone No.
Address:
Signature: Date:
FOR AGENCY USE ONLY
Approved by: Date:
16,000
2,000
1,000
19,000
PATH OF TRAVEL TO PUBLIC WAY 6,000
JESSE PALMER 619-236-0595
3578 30TH STREET, SAN DIEGO CA 92104
6-20-25
PROJECT MANAGER
Jesse Palmer
6,000
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs