HomeMy WebLinkAbout1215 W Huntington Dr - 2024 - Amy Tran DDSFI
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FINISH PLAN N
UTILITY
BREAK ROOM
PRIVATE OFFICE
STERILIZATION
DENTAL
WORK AREA
UNISEX
REST ROOM
RECEPTION
BUSINESS
OFFICE CONSULTATION
DENTAL
IMAGING
EXAM 1
EXAM 2
EXAM 4
EXAM 5
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FINISH SCHEDULE
ACT-1 ACOUSTICAL CEILING TILES: ARMSTRONG, STYLE: 24" X 48" OPTIMA
PL-1 PLASTIC LAMINATE: WILSONART
COLOR: PEPPERDUST D327-60
PL-2 PLASTIC LAMINATE: CPS GARTEN, INTERIOR ARTS
COLOR: 3104 VNR EASTERN WALNUT
PL-3 PLASTIC LAMINATE: OCTOLAM
COLOR:1176 WHITE WEAVE
(CONTACT: LOUIE ESQUEDA 714. 472.5650)
PL-4 PLASTIC LAMINATE: OCTOLAM
COLOR: LUCENTA 1179
(CONTACT: LOUIE ESQUIDA 714.472.5650)
PL-5 PLASTIC LAMINATE: WILSONART
COLOR: LINEN D427-60
PL-6 PLASTIC LAMINATE: OCTOLAM
COLOR:Z106 AFP GREY
(CONTACT: LOUIE ESQUEDA 714. 472.5650)
AP-1 PREFABRICATED PANEL: EB BRADLEY, ALVIC LUX,
COLOR: BLANCO, GLOSS FINISH, (CONTACT: JUSTIN CASTILLO 714.493.9960)
VP-1 VINYL PLANKS: GERFLOR, CREATION 30/55 CLICK
COLOR: 0848 SWISS OAK BEIGE, 8.4" X 48.8",
(CONTACT: JON TORRES 949.484.3058)
FT-1 PORCELAIN FLOOR TILE, PORCELANOSA, BUTAN BONE, SIZE: 23" X 23",
(CONTACT: RUHAMAH SOLEM 714.264.7706)
NON-SANDED GROUT, 1/16", PORCELANOSA, COLORSTUK, COLOR: TBD
WT-1 PORCELAIN WALL TILE, PORCELANOSA, SPIGA BUTAN, SIZE: 18" X 47"
(CONTACT: RUHAMAH SOLEM 714.264.7706)
NON-SANDED GROUT, 1/16", PORCELANOSA, COLORSTUK, COLOR: TBD
QZ-1 QUARTZ SURFACE: PREFABRICATED QUARTZ, COLOR: WHITE
(PURCHASE HALF SLAB)
SS-1 SOLID SURFACE: CORIAN, COLOR: VENERO WHITE
WC-1 WALL COVERING (BY OWNER):
TECNO GRAFICA, STYLE: BREATH, FRESH,
(CONTACT: ROMINA 858.336.2219)
WC-2 WALL COVERING (BY OWNER):
CARNEGIE, DASH 6603, COLOR 35, PAPER BACK,
(CONTACT: KIMBERLY MCCREADY 562.533.6777)
WC-3 WALL COVERING (BY OWNER):
CARNEGIE, NILE EMBOSS 6293W, COLOR: 765, COLOR 3, PAPER BACK
(CONTACT: KIMBERLY MCCREADY 562.533.6777)
B-1 4" STRAIGHT EDGE MDF BASE, PAINTED P-1
SB-1 1.5" SCHLUTER SS COVED BASE
P-1 PAINT (GENERAL/CEILING)
DUNN EDWARDS, COLOR: DEW 380 WHITE, EGGSHELL FINISH
P-2 PAINT (ACCENT PAINT)
DUNN EDWARDS, COLOR: TBD, EGGSHELL FINISH
P-3 PAINT (ACCENT PAINT)
DUNN EDWARDS, COLOR: TBD, EGGSHELL FINISH
P-4 PAINT (DOOR FACE)
DUNN EDWARDS, COLOR:DET 600 DOLPHIN TALES, SEMI GLOSS FINISH
NOTES:
- INTERIOR 8'-0" DOORS (TYPE A): SOLID DOORS PAINTED: P-4.
- PROVIDE BLACK PULL CABINETS HARDWARE.
- PROVIDE BLACK FAUCET AT RESTROOM.
- A-DEC: DENTAL CHAIR VINYL, CHARCOAL, 12 O'CLOCK CAB: SABLE,
SOLID SERVICE COUNTER TOP: DESIGNER WHITE.
5
2 CONSULTATION NTS
8PRIVATE OFFICE NTS
CLB4
1RECEPTION AREA NTS
A
B
RECEPTION DESK
GLASS DOOR/ WALL
A
B
RECEPTION DESK
RECEPTION WALL
FURTURE
LOGO
RECEPTION AREA NTS
B
C
BACK COUNTER
FRONT COUNTER
EXAM ROOMS NTS
C
B
TYP. CABINETS @ EXAM ROOMS
EXAM ROOM 5
BREAK ROOM NTS
A
C
STAFF LOUNGE
GLASS WALL
A
D
CABINETS @ PRIVATE OFFICE
CABINETS @ PRIVATE OFFICE
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1UNISE; RESTROOM NTS
119
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LAB
LAB
LAB NTS
A
DRESTROOM
STERILE NTS
A
C
STERILE
STERILE
ALAB
RESTROOM
BRESTROOM
C
RESTROOM
HALLWAY NTS
12
DBENCH
BHALLWAY
HALLWAY NTS
1
-HALLWAY
DOOR SCHEDULE NTS
1
DOOR TYPE HARDWARE TYPES
Type Description
A
Type Description of
HAGER hardware
A
LEVER HANDLE- LOCKSET
FINISH: TBD
B B
LEVER HANDLE- PRIVACY
FINISH: TBD
C
LEVER HANDLE- PASSAGE
FINISH: TBD
D
NON LATCHING
42" DOOR PULL BACK TO BACK;
FINISH: TBD
E
NON LATCHING BARN DOOR PULL -
FINISH: TBD
F LATCHING DOOR PULL
G
MAIN ENTRY HARDWARE;
(E) TO REMAIN
DOOR ELEVATIONS
C
Door
Number Door Type Hardware Type Door Size Notes:
105.1
DOOR SCHEDULE
101.1 C D
DOOR: Framed glass
FRAME: metal 1.5"
110.1
A A
B D 3'-0" x 7'-6"
3'-0" x 7'-6"
Room Name
RECEPTION
CONSULATION
3'-0" x 7'-6"
EXAM RM. 1
108.1
B D 3'-0" x 7'-6"
PRIVATE OFFICE
109.1
B D 3'-0" x 7'-6"
DOOR: Paint grade glass inset pocket door with hardware
FRAME: -
103.1
JAN. CLOSET 3'-0" x 7'-6"A A
DOOR: Paint grade swing door with hardware
FRAME: Western Integrated door frames. Provide integral door
sweep
111.1
DOOR: Paint grade glass inset pocket door with hardware
FRAME: -
DOOR: Paint grade glass inset pocket door with hardware
FRAME: -EXAM RM. 5
B D 3'-0" x 7'-6"
DOOR: Paint grade glass inset pocket door with hardware
FRAME: -BREAK RM
B C 3'-0" x 7'-6"DENTAL WORK AREA113.1
A B 3'-0" x 7'-6"UNI-SEX RESTROOM114.1
DOOR: Paint grade glass inset pocket door with hardware
FRAME: -
DOOR: Paint grade glass inset pocket door with hardware
FRAME: -
DOOR: Paint grade swing door with hardware
FRAME: Western Integrated door frames. Provide integral door
sweep
SWING DOOR ASSEMBLY
POCKET DOOR ASSEMBLY
METAL FRAMED GLASS DOOR
Door Notes:
All doors with a latch and lock to have a single action hardware which reacts both lock and latch from the exit side with a single operation (CBC 1008.1.9.5).
DOOR NOTES:
1.AFFIX INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES. CBC 11B-216.6
2.ALL REQUIRED ENTRY DOORWAYS ARE TO BE 3'-0" X 6'-8” HIGH AND WILL PROVIDE A 32” MINIMUM CLEAR OPENING WIDTH, MEASURED WHEN THE DOOR IS OPENED AT 90 DEGREES. CBC 11B-404.2
3.ENTRY/ PASSAGE DOORS SHALL HAVE LEVER TYPE HARDWARE, PUSH-PULL HARDWARE, OR HARDWARE THAT DOES NOT REQUIRE THE ABILITY TO GRASP AND TWIST IN A SINGLE MOTION. CBC 11B-404.2.7
4.HAND ACTIVATED DOOR HARDWARE SHALL BE CENTERED BETWEEN 34” AND 44” A.F.F. CBC 11B-404.2.7
5.A 60” MINIMUM LEVEL LANDING (2” MAX SLOPE) IN DIRECTION OF DOOR SWING, MEASURED WITH THE DOOR CLOSED, AND 48” IN OPPOSITE DIRECTION OF THE DOOR, IS ACCEPTABLE WHEN THE APPROACH OR WHEN THERE IS NEITHER A LATCH
OR CLOSURE AND HINGE SIDE APPROACH ONLY. CBC 11B-404.2
6.THE DOOR LANDING EXTENDS 24” PAST THE STRIKE EDGE OF INTERIOR DOORS. A 12” CLEAR SPACE IS REQUIRED AT THE STRIKE EDGE OF THE PUSH SIDE OF A PASSAGE DOOR WHEN THERE IS BOTH A LATCH AND A CLOSURE. MANEUVERING
CLEARANCES PER TABLE 11B-404.2.4.1.
7.THE MAXIMUM VERTICAL HEIGHT OF A PASSAGE DOOR THRESHOLD IS ¼: OR UP TO ½” IF THERE IS A 1:2 MAXIMUM BEVELED SLOPE. CBC 11B-404.2.5
8.THE BOTTOM OF THE PUSH SIDE OF ALL PASSAGE DOORS, EXCEPT AUTOMATIC AND SLIDING, REQUIRE A 10” HIGH SMOOTH SURFACE. CBC 11B-404.2.10
9.THE MAXIMUM EFFORT TO OPEN AN INTERIOR DOOR IS 5 LBS. EXTERIOR DOORS ARE 5 LBS. AND 15 LBS. MAX. FOR FIRE RATED EXIT DOORS. CBC 11B-404.2.9
10.REGARDLESS OF OCCUPANT LOAD SERVED, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHERE THERE IS A
READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING, “THIS DOOR TO REMAIN UNLOCKED DURING WHEN BUILDING IS OCCUPIED” THE LETTERS SHALL BE NOT LESS THAN 1” HIGH ON A CONTRASTING BACKGROUND. (CBC
1008.1.9.3#2 2.2)
11.HARDWARE AT POCKET DOORS SHALL BE ADA COMPLIANT; USING LEVER TYPE HAEGER WROUGHT DOOR PULLS #36 8” OR EQUAL USING RUBBER STOPS ON BOTTOM OF DOORS TO PREVENT DOOR HARDWARE FRAME CONTACT
8.THE BOTTOM 10” 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 OR HAZARDOUS CONDITION.
WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED IN THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR WITHOUT CREATING A TRAP OR HAZARDOUS
CONDITION. CBC 11B-404.2.10
9.A NARROW FRAME, WITH A BEVELED TOP EDGE 60 DEGREES MAXIMUM BEVEL TO VERTICAL PLANE INSTALLED AT BOTTOM OF A GLASS DOOR (WITH NO SIDE FRAMES) MAY BE USED IN LIEU OF PROVIDING THE REQUIRED 10” UNINTERRUPTED
SURFACE AT THE BOTTOM OF THE DOOR. SUBJECT TO AHJ APPROVAL CBC 11B-404.2.10
10.WHEN SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. (11B-404.2.7)
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ADJACENT BLDG
(E) MASONRY
SCREENING WALL;
TO BE REMOVED
ADJACENT
SUITE
DR. AMY TRAN OFFICE
1215 WEST HUNTINGTON DRIVE
1-STORY / 1825 SF
(E) PLANTING AREA;
TO BE REMOVED
(E) PLANTING AREAS;
TO BE PARTIALLY
REMOVED
(E) TREES #4 and #5;
TO REMAIN
(E) TREE #2;
TO BE REMOVED
(E) C.M.U. CURB; THIS
PORTION TO BE REMOVED
FOR ADA RAMP.
(E) TREE #1;
TO BE REMOVED
(E) PLANTING AREA;
TO BE PARTIALLY REMOVED TO
ACCOMMODATE ADA RAMP
PROPERTY LINE
(E) C.M.U. LOW RETAINING
GARDEN WALL, TO REMAIN.
REPAIR AS NEEDED.
(E) ADDRESS NO. SIGN;
TO BE LOCATED.
(E) BUSINESS SIGNAGE; TO BE
REMOVED AND REPLACED WITH
NEW MONUMENT STYLE SIGN IN
ACCORDANCE WITH CITY OF
ARCADIA ZONING CODE 9103.11
(E) WOOD PRIVACY FENCE
(E) ASPHALT
PARKING LOT
TO REMAIN;
REFER TO
ARCHITECT
DWGS
FOR PROPOSED
MODIFICATIONS.
PROPERTY LINE (E) PUBLIC SIDEWALK
(E) TREE #3;
TO BE REMOVED
ADJACENT BLDG
ADJACENT
SUITE
DR. AMY TRAN OFFICE
1215 WEST HUNTINGTON DRIVE
1-STORY / 1825 SF
(E) WOOD PRIVACY FENCEPROPERTY LINE
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(N) ADA WALKWAY;
REFER TO ARCH DWGS (E) MODIFIED PLANTING
AREA
(N) ADA PKG
SPACE; REFER
TO ARCH
DWGS FOR
DETAILS
(E) MODIFIED PLANTING
AREA
ALIGN (N) 6" CONC CURB;
REPLACE EX. ASPHALT
PLANTING CURB
(N) 6" CONC CURB;
REPLACE EX. ASPHALT
PLANTING CURB
(N) ADA RAMP; REFER
TO ARCH DWGS
(N) RIVER ROCK,
MORTAR JOINTS
(N) MODIFIED
PLANTING AREA
(E) RELOCATED
ADDRESS NO. SIGN
(E) MODIFIED
PLANTING AREA
(N) MONUMENT SIGN,
SETBACK 5' FROM ALL
PROPERY LINES, 6'
HIGH WITH BASE,
WIDTH NOT TO EXCEED
1.5 TIMES HEIGHT
(1) GIN AUT
24" box
(12) ZEP CAN
4" pot
(5) OLE LIT
5 gal.
(6) RHA MIN
5 gal.
(28) WES MSU
1 gal.
(8) ZEP CAN
4" pot
5'-0"
5'
-
0
"
(7) RHA MIN
5 gal.
(11) PIT W14
5 gal.
BOTANICAL /
COMMON NAME DIAM HEIGHT
EX. #1
EX. #2
EX #3
6"
18"
NOTES - REMOVE OR RETAIN
EX. #4
EX. #5
Acer palmatum
Japanese Maple
TO BE REMOVED. Small Accent
Tree, Fair to Good Condition.
Required to be removed for installation
of ADA ramp.
12' - 16'
8'-10'
EXISTING TREE SCHEDULE
SYMBOL TREE #
Pinus spp.
Stone Pine
Pinus spp.
Stone Pine
Podocarpus gracilor
African Fern Pine
Podocarpus gracilor
African Fern Pine
18"12' - 16'
14"25' - 30''
14"25' - 30''
TO BE REMOVED. Fair Condition.
Required to be removed for installation
of ADA path of travel to entry.
TO BE REMOVED. Fair Condition.
Required to be removed for installation
of ADA path of travel to entry.
TO BE RETAINED. Fair to Good
Condition. Protect in place throughout
construction.
TO BE RETAINED. Fair to Good
Condition. Protect in place throughout
construction.
SYMBOL CODE BOTANICAL / COMMON NAME SIZE WATER USE FOLIAGE QTY
TREES
GIN AUT Ginkgo biloba 'Autumn Gold'
Autumn Gold Maidenhair Tree 24" box M Deciduous 1
EXISTING TREES TO REMAIN
POD GRA Podocarpus gracilior
Fern Pine EX L Evergreen 2
SYMBOL CODE BOTANICAL / COMMON NAME SIZE WUCOLS TYPE QTY
SHRUBS
OLE LIT Olea europaea 'Montra'
Little Ollie® Olive 5 gal.L Evergreen 5
PIT W14 Pittosporum tobira 'Wheeler's Dwarf'
Wheeler's Dwarf Pittosporum 5 gal.L Evergreen 11
RHA MIN Rhaphiolepis umbellata 'Minor'
Dwarf Yedda Hawthorn 5 gal.L Evergreen 13
WES MSU Westringia fruticosa 'NFL25'
Mundi™ Coast Rosemary 1 gal.L Evergreen 28
ZEP CAN Zephyranthes candida
Zephyrlily 4" pot L Deciduous 20
PROPOSED PLANT SCHEDULE
SYMBOL DESCRIPTION QTY
Mexican Beach Pebble, Black, 1-2" size 293 sf
Organic Mulch, Superfine Mulch from CalBlend Soils or similar.291 sf
Boulder, Buried 1/3 deep, mortar set. Re-Use existing or new boulders,
tbd.
6
LANDSCAPE MATERIALS SCHEDULE
1/8" = 1'-0"
LANDSCAPE SITE PLAN - EXISTING 1
L-1
LANDSCAPE PLAN
0
SCALE: 1/8" = 1'-0"
8'16'4'
1/8" = 1'-0"
LANDSCAPE SITE PLAN - PROPOSED2
Owner Name:
Amy Tran, D.D.S
Owner Address:
1215 W. Huntington Drive
Arcadia, CA 91007
DRAWING
SUBMITTAL
LANDSCAPE ARCHITECT STAMP
(NOT FOR CONSTRUCTION)
DATE:
PROJECT #: 24-CL-03
DRAWN BY:SR
CHKD BY:
DWG #
SEPTEMBER 3, 2024
Date Description
PROJECT
TR$N %UI/'IN*
: +XQWLQJWRQ 'ULYH
$UFDGLD C$
DDWH
RHQHZDO DDWH
SLJQDWXUH
ARCHITECT
T. Michael Hadley & Associates
219 Calle Damante
Sedona, AZ
747-323-6227
mhadleyarchitect@gmail.com
9/3/24 Landscape Plan Submittal #1
TREE PROTECTION NOTES:
1.ALL EXISTING TREES & PLANTS TO REMAIN NOTED ON LANDSCAPE DWGS
ARE TO BE PROTECTED IN PLACE THROUGHOUT PROJECT CONSTRUCTION
AND SHALL NOT INCUR ANY PHYSICAL DAMAGE TO LIMBS, BARK, CROWN
OR WHERE ROOTS JOIN STEM.
2.ANY PRUNING / TRIMMING OF EXISTING TREES & PLANTS REQUIRED FOR
CONSTRUCTION TO BE CONDUCTED BY CERTIFIED ARBORIST AND
APPROVED BY LANDSCAPE ARCHITECT.
3.WITHIN DRIPLINES OF TREES TO REMAIN:
3.1.AVOID DISTURBANCE TO TREE, ROOTS AND SOIL. DO NOT MAKE
GRADE CHANGES FROM EXISTING GRADE GREATER THAN 6". AT NO
TIME DURING OR AFTER CONSTRUCTION SHOULD SOIL BE IN CONTACT
WITH THE TRUNK OF ANY TREE ABOVE NATURAL GRADE.
3.2.TREEROOT FLARE SHOULD BE VISIBLE AT ALL TREES.
3.3.NO HEAVY MACHINERY, MECHANICAL TRENCHING OR MATERIAL
STORAGE SHALL BEPERMITTED. CORE AERATOR, TOP-DRESSING
MACHINE, AIR SPADING, HAND DIGGING OR OTHER APPROVED
METHOD OF DIGGING, DEMOLITION AND TRENCHING SHALL BE USED
TO COMPLETE WORK IN TREE PROTECTION AREA/PROTECTED ROOT
ZONES.
3.4.ANY REQUIRED TRENCHING SHOULD BE ROUTED TO MINIMIZE ROOT
DAMAGE ADN CUTTIN OF ROOTS SHOULD BE AVOIDED BY PLACING
PIPES AND CABLES ABOVE OR BELOW UNCUT ROOTS.
TREE REMOVAL NOTES:
1.NO TREES PROPOSED FOR REMOVAL ARE PROTECTED PER CITY OF
ARCADIA TREE PRESERVATION ORDINANCE.
2.ALL TREE REMOVALS TO BE CONDUCTED BY LICENSED CONTRACTOR
AND TO INCLUDE STUMP GRINDING.
GENERAL IRRIGATION NOTES:
1.ALL LANDSCAPING SHALL BE INSTALLED WITH A PERMANENT IRRIGATION SYSTEM.DRIP
IRRIGATION TO BE USED FOR ALL PLANTING AREAS EXCEPT TEH NEW LAWN.
2.GIVEN THAT GREATER THAN 500 SF OF LANDSCAPE WILL BE MODIFIED, PLANTING AND
IRRIGATION PLANS SHALL CONFORM TO THE MOST CURRENT MWELO REQUIREMENTS FOR THE
STATE OF CALIFORNIA.
3.AN AUTOMATED IRRIGATION CONTROLLER AND RAIN SHUT-OFF DEVICE WILL BE UTILIZED TO
MAXIMIZE THE EFFICIENCY OF WATER USE ON SITE. ALL VALVES SHALL BE LOCATED IN VALVE
BOXES BELOW GRADE AND SHALL INCLUDE BALL-VALVE SHUT-OFFS. CONTROLLER TO BE
MOUNTED IN AN ACCESSIBLE LOCATION EASILY ACCESSED BY THE GARDENER AND CLIENT.
4.ALL DRIP POLYTUBING SHOULD BE ANCHORED WITH SOD STAPLES 2” BELOW GRADE SO AS
NOT TO SURFACE ABOVE THE MULCH LINE.
5.TREES AND SHRUBS TO BE ON SEPARATE VALVES. TWO BUBBLERS PER TREE TO BE
INSTALLED.
6.INSTALLATION OF LANDSCAPE MATERIALS AND IRRIGATION EQUIPMENT SHALL BE IN
ACCORDANCE WITH COMMONLY ACCEPTED METHODS OF INSTALLATION AS APPROVED BY THE
LANDSCAPE ARCHITECT.
7.LANDSCAPING AND IRRIGATION SHALL BE INSTALLED IN COMPLIANCE WITH ANY APPROVED
SITE PLAN OR OTHER PROJECT APPROVAL PRIOR TO FINAL INSPECTION OR OCCUPANCY.
GENERAL PLANTING & SOIL NOTES:
1.ALL PLANTS TO BE DROUGHT TOLERANT AND APPROPRIATE FOR SOUTHERN
CALIFORNIA CLIMATE.
2.ALL PLANTED AREAS SHALL HAVE 3" ORGANIC WOOD MULCH APPLIED.UNLESS
OTHERWISE NOTED TO HAVE MEXICAN BEACH PEBBLE. MULCH TO BE KEPT BACK 6"
FROM THE ROOT FLARE OF ALL TREES AND SHRUBS.
3.PLANTS SHALL BE OF RETAIL NURSERY QUALITY. ALL PLANT MATERIAL SHALL BE
APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
4.CONTRACTOR TO COMPLETE ALL SOIL AMENDING, FINISH GRADING AND REMOVAL
OF ANY AND ALL CONSTRUCTION DEBRIS FROM THE PLANTING AREAS BEFORE THE
LAYING OUT OF APPROVED PLANT MATERIAL.
5.BACKFILL MIX SHALL CONSIST OF 1/3 IMPORTED ORGANIC COMPOST AND 2/3
AMENDED SITE SOIL.
6.IMMEDIATELY AFTER EXCAVATION OF PLANT PITS, TEST DRAINAGE OF PITS BY
FILLING WITH WATER. GIVE WRITTEN NOTIFICATION OF CONDITIONS PERMITTING
THE RETENTION OF WATER IN PITS FOR MORE THAT (3) HOURS. CONTRACTOR SHALL
SUBMIT TO OWNER AND LANDSCAPE ARCHITECT FOR ACCEPTANCE A WRITTEN
PROPOSAL AND COST ESTIMATE FOR THE CORRECTION OF POOR DRAINAGE
CONDITIONS BEFORE PROCEEDING WITH PLANTING.
7.ALL QUANTITIES AND AMOUNTS SHOWN ON THE PLANS ARE BEST ESTIMATES FOR
THE BENEFIT OF THE CONTRACTOR. IN FIELD CONDITIONS MAY VARY COMPARED TO
WHAT IS SHOWN ON THE PLANS. THEREFORE, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY ALL LENGTHS, SQUARE FOOTAGES, AND AMOUNTS
PRIOR TO BIDDING THE PROJECT.
8.LANDSCAPING MAINTENANCE. ALL LANDSCAPED AREAS VISIBLE FROM PUBLIC
STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, ORDERLY AND HEALTHFUL
CONDITION.
L-2
LANDSCAPE DETAILS
AND NOTES
0 8'4'16'2'
SCALE: 3/16" = 1'-0"
Owner Name:
Amy Tran, D.D.S
Owner Address:
1215 W. Huntington Drive
Arcadia, CA 91007
DRAWING
SUBMITTAL
LANDSCAPE ARCHITECT STAMP
(NOT FOR CONSTRUCTION)
DATE:
PROJECT #: 24-CL-03
DRAWN BY:SR
CHKD BY:
DWG #
SEPTEMBER 3, 2024
Date Description
PROJECT
TR$N %UI/'IN*
: +XQWLQJWRQ 'ULYH
$UFDGLD C$
Date
Renewal Date
Signature
01/31/25
ARCHITECT
T. Michael Hadley & Associates
219 Calle Damante
Sedona, AZ
747-323-6227
mhadleyarchitect@gmail.com
9/3/24 Landscape Plan Submittal #1
Top of root ball shall be flush with
finished grade.
Trunk caliper shall
meet ANSI Z60 current
edition for root ball size.
Root ball modified as
required.
Existing soil.
Slope sides of loosened
soil.
Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to
brace tree. Do not over compact.
When the planting hole has been
backfilled, pour water around the
root ball to settle the soil.
4" layer of mulch.
No more than 1" of mulch on
top of root ball. (See
specifications for mulch).
Bottom of root ball rests on
existing or recompacted
soil.
Central leader. (See crown
observations detail).
SECTION VIEW
Round-topped
soil berm 4" high x 8" wide
above root ball surface
shall be constructed around
the root ball. Berm shall
begin at root ball periphery.
Notes:
1- Trees shall be of quality
prescribed in crown
observations and root
observations details and
specifications.
2- See specifications for
further requirements related to
this detail.
Finished grade.
3x widest dimension of root ball.
Loosened soil. Dig and turn the
soil to reduce compaction to the
area and depth shown.
TREE W/ BERM - UNMODIFIED SOIL1 P-CO-03
Notes:
1- Shrubs shall be of quality prescribed in the root observations detail and specifications.
2- See specifications for further requirements related to this detail.
Loosened soil.
Dig and turn the soil
to reduce the
compaction to the
area and depth
shown.
3x's widest dimension of root ball.
Rootball.
4" high x 8" wide round - topped soil
berm above root ball surface shall be
constructed around the root ball.
Berm shall begin at root ball periphery.
Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to brace
shrub. Do not over compact. When the
planting hole has been backfilled, pour
water around the root ball to settle the
soil.
4" layer of mulch.
No more than 1" of
mulch on top of
root ball. (See
specifications for
mulch).
Root ball rests on
existing or
recompacted soil.
Slope sides of
loosened soil.
Existing soil.
Finished grade.
Shrub.
SECTION VIEW
SHRUB - UNMODIFIED SOIL2 P-CO-02
EQ.
EQ
.
Notes:
1- See planting legend for groundcover species, size, and spacing dimension.
2- Small roots (14" or less) that grow around, up, or down the root ball periphery are considered a
normal condition in container production and are acceptable however they should be eliminated at the
time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail).
3- Settle soil around root ball of each groundcover prior to mulching.
PLAN
SECTION VIEW
Pavement.
Mulch.
Groundcover plants to be
triangularly spaced.
Existing soil.
Modified soil. Depth varies. (See
specifications for soil modification).
2 - 3" thick layer of mulch.
Finished grade.
6"
m
i
n
.
GROUNDCOVER3 P-CO-01
PITTOSPORUM 'WHEELER'S DWARF'
ZEPHYRENTHES, RAIN LILY
PROPOSED TREES, PLANTS AND LANDSCAPE MATERIALS:
LITTLE OLLIE SHRUB
BOULDERS ORGANIC MULCH
GINGKO BILOBA, AUTUMN GOLD, MALE ONLY
BEACH PEBBLES, 1-2" BLACKRAHPHIOLEPSIS UMBELLATA MINOR, DWARF YEDDO HAWTHORN
WATER EFFICIENT LANDSCAPE WORKSHEET :
AUSTRALIAN ROSEMARY, WESTRINGIA MUNDI
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A/E ARCHITECT/ENGINEER
ABV ABOVE
ADA AMERICAN WITH DISABILITIES ACT
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
AIA AMERICAN INSTITUTE OF ARCHITECTS
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AP ACCESS PANEL
ARCH ARCHITECT
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING
AND AIR CONDITIONING ENGINEERS
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AUTO AUTOMATIC
AUX AUXILIARY
BFP BACKFLOW PREVENTER
BLDG BUILDING
BTUH BRITISH THERMAL UNITS PER HOUR
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CLG CEILING
CO CLEANOUT
CONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTION
CONTR CONTRACTOR
COORD COORDINATION
CP CIRCULATING PUMP
CU.FT CUBIC FEET
CW COLD WATER
DCV DETECTOR CHECK VALVE
DCW DOMESTIC COLD WATER
DD DECK DRAIN
DDC DIRECT DIGITAL CONTROL
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DHW DOMESTIC HOT WATER
DIM DIMENSION
DN DOWN
DPX DUPLEX
DWG DRAWING
EA EACH
EFF EFFICIENCY
ELEC ELECTRICAL
EMER EMERGENCY
ENGR ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EXH EXHAUST
EXT EXTERNAL
F° FAHRENHEIT
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FF.EL FINISHED FLOOR ELEVATION
FHC FIRE HOSE CABINET
FHV FIRE HOSE VALVE
FIN.FL FINISH FLOOR
FIN.GR FINISH GRADE
FIXT FIXTURE
FP FIRE PROTECTION
FS FLOOR SINK
FSP FIRE STANDPIPE
FT FOOT/FEET
FU FIXTURE UNIT
FUD FUNNEL DRAIN
FUT FUTURE
FV FLUSH VALVE
FW FILTERED WATER
G GAS (LOW PRESSURE)
GAL GALLON
GC GENERAL CONTRACTOR
GI GREASE INTERCEPTOR
GPF GALLONS PER FLUSH
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GT GREASE TRAP
GW GREASE WASTE
GWH GAS WATER HEATER
HB HOSE BIBB
HDC HANDICAPPED
HDR HEADER
HLA HIGH LEVEL ALARM
HP HORSEPOWER
HPG HIGH PRESSURE GAS
HR HOUR
HS HAND SINK
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HW HOT WATER
HWR HOT WATER RETURN
HYD HYDRANT
HX EXCHANGER
HZ HERTZ
ICW INDUSTRIAL COLD WATER
IHW INDUSTRIAL HOT WATER
IN INCH
IND INDUSTRIAL
IW INDIRECT WASTE
JC JANITORS CLOSET
KEC KITCHEN EQUIPMENT CONTRACTOR
KW KILOWATT
L LAVATORY
L/S LITER PER SECOND
LAV LAVATORY
LBS POUNDS
MAX MAXIMUM
MBH THOUSAND BTU PER HOUR
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MPG MEDIUM PRESSURE GAS
MS MOP SINK
MTD MOUNTED
NA NOT APPLICABLE
NC NORMALLY CLOSED
NEMA NATIONAL ELECTRICAL MANUFACT. ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATION
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NP NON POTABLE WATER
NTS NOT TO SCALE
OD OVERFLOW DRAIN
OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED
OSHA OCCUPATIONAL SAFETY AND HEALTH ACT
PAC PRE-ACTION AIR COMPRESSOR
PFP PLUMBING AND FIRE PROTECTION
PH PHASE
PLBG PLUMBING
PO PLUGGED OUTLET
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH, GAUGE
RD ROOF DRAIN
RFI REQUEST FOR INFORMATION
RM ROOM
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
RPM REVOLUTIONS PER MINUTE
SCHED SCHEDULE
T&P TEMPERATURE AND PRESSURE RELIEF VALVE
TEMP TEMPERATURE
THRU THROUGH
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UFC UNIFORM FIRE CODE
UL UNDERWRITER'S LABORATORY
UON UNLESS OTHERWISE NOTED
UPC UNIFORM PLUMBING CODE
UTIL UTILITY
V VENT
VB VACUUM BREAKER
VERT VERTICAL
VOLT VOLTAGE
VTR VENT THRU ROOF
W WASTE
W/O WITHOUT
WC WATER CLOSET
WCO WALL CLEANOUT
WHA WATER HAMMER ARRESTOR
WT WEIGHT
WTR WATER
FVFU FLUSH VALVE FIXTURE UNITS
FTFU FLUSH TANK FIXTURE UNITS
DUCT LEGEND
APPLICABLE CODES
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DESCRIPTION
602
CODE SECTION
DUCT MATERIAL
INSTALLATION OF DUCTS603 & SMACNA
DUCT INSULATION604
SMOKE, FIRE AND CEILING DAMPERS
605
AUTOMATIC SHUT OFFS608
ALL WORK SHALL CONFORM TO THE FOLLOWING 2022 CMC TABLES
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GENERAL NOTES
SHEET INDEXSYMBOLS
PLUMBING NOTES
1.ALL EXISTING PIPING SHOWN ARE BASED ON AVAILABLE DRAWINGS AND MAY NOT REFLECT THE ACTUAL INSTALLED EXISTING CONDITION. CONTRACTOR SHALL FIELD VERIFY THE CONNECTION POINTS,
DEPTHS, SIZE AND LOCATION OF EXISTING PIPING FOR NEW P.O.C.'S OR DEMOLITION AS REQUIRED PRIOR TO START OF WORK. PLUMBING CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY
DISCREPANCIES.
2.ALL WORK SHALL COMPLY WITH CURRENT CITY OF AZUSA CODE REQUIREMENTS, TITLE 24 AND ALL OTHER GOVERNING CODES AND ORDINANCES.
3.ALL VALVES AND WATER HAMMER ARRESTORS LOCATED ABOVE GYPSUM BOARD CEILINGS OR BEHIND WALLS SHALL BE PROVIDED WITH ACCESS PANEL.
4.ALL PIPE PENETRATIONS THROUGH FIRE-RATED WALLS SHALL BE PROVIDED WITH SLEEVES AND FIRE RESISTANT CAULKING.
5.ALL SYMBOLS SHOWN ON THE SYMBOL LIST ARE NOT NECESSARILY USED IN THIS PROJECT.
6.WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND THE PROJECT MANUAL OR BUILDING STANDARD SPECIFICATIONS, NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
7.THE WORK OF THIS PROJECT INVOLVES ALTERATION OF THE BASE BUILDING (PFP) SYSTEMS TO ACHIEVE THE ARRANGEMENT INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOB SITE TO
DETERMINE THE EXTENT OF WORK REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE ARCHITECTURAL DRAWINGS SHOW THE EXACT SCOPE OF WORK FOR THIS PROJECT.
8.THESE DRAWINGS INDICATE THE DESIGN INTENT REQUIREMENTS FOR THE (PFP) SYSTEMS, AND EQUIPMENT. DUE TO STRUCTURAL CONDITIONS, ELECTRICAL WIRING OR PIPING INTERFERENCE, OR FOR
OTHER REASONS, THE CONTRACTOR MAY DESIRE TO INSTALL THE WORK IN A MANNER DIFFERENT FROM THAT SHOWN TO ACCOMMODATE EXISTING FIELD CONDITIONS.
9.DURING BID, THE CONTRACTOR SHALL EXAMINE THE COMPLETE SET OF DRAWINGS FOR ALL TRADES, AS ISSUED BY THE ARCHITECT AND REVIEW DIMENSIONS SPACE REQUIREMENTS AND POINT OF
CONNECTIONS TO ALL EQUIPMENT. MAKE ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICTS WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER TRADES.
10.UNLESS INSTRUCTED OTHERWISE, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, AND FEES REQUIRED FOR INSTALLATION OF THE (PFP) WORK, INCLUDING THE LOCAL BUILDING
DEPARTMENT, DEPARTMENT OF SO CAL EDISON, SOUTHERN CALIFORNIA GAS CO. AND ALL OTHER AGENCIES HAVING JURISDICTION OVER SERVICES TO THIS SITE AND THE BUILDINGS. FURNISH FINAL
CERTIFICATE OF INSPECTION OR WRITTEN EVIDENCE OF ACCEPTANCE BY INSPECTION AUTHORITIES FOR ALL WORK INSTALLED.
11.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF DEMOLITION AND NEW CONSTRUCTION, AND EXACT LOCATION OF FIXTURES, EQUIPMENT, DEVICES, ETC.
12.CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO ENSURE AN UNDERSTANDING OF THE COMPLETE SCOPE OF PROJECT PRIOR TO START OF WORK.
13.BEFORE SUBMITTING PROPOSALS FOR THIS WORK, EACH BIDDER SHALL BECOME FAMILIAR WITH DRAWINGS AND SHALL HAVE EXAMINED THE PREMISES AND BE AWARE OF ALL EXISTING CONDITIONS
UNDER WHICH HE WILL BE OBLIGATED TO OPERATE IN PERFORMING HIS CONTRACT. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY EXTRA COMPENSATION FOR FAILURE TO ALLOW FOR ALL EXISTING
CONDITIONS. SUBMITTING OF A BID OR PROPOSAL WILL BE CONSIDERED EVIDENCE OF THE FACT THAT CONTRACTOR IS FULLY AWARE OF THESE CONDITIONS AND IS ABLE TO COMPLETE ALL WORK
REQUIRED BY THE DRAWINGS.
14.CONTRACTOR SHALL PROVIDE COMPLETE AS-BUILT DRAWINGS PRIOR TO COMPLETION OF PROJECT FOR REVIEW BY THE ARCHITECT/ENGINEER. PROVIDE AS-BUILT DRAWINGS VIA ELECTRONIC FORMAT (ON
CD OR VIA E-MAIL) IN AUTOCAD 2016.
15.IF ANY EQUIPMENT SUBMITTED BY THE CONTRACTOR IS DIFFERENT FROM THAT SPECIFIED, OR REQUIRES CHANGES IN MATERIAL OR LABOR FROM THAT REQUIRED IN THE CONTRACT DOCUMENTS
AFFECTING THIS AND/OR OTHER TRADES, SUCH CHANGES SHALL BE SUBMITTED AS SHOP DRAWINGS. SUBMITTAL SHALL INDICATE CREDIT DUE TO OWNER, IF ANY, BECAUSE OF THE CHANGES.
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYMENT OF ALL CHARGES RESULTING FROM ADDITIONS OR CHANGES IN THE WORK OF OTHER TRADES NECESSARY TO ACCOMMODATE THE
REQUESTED MODIFICATION. ALL CHANGES SHALL BE SHOWN ON RECORD AND AS-BUILT DRAWINGS.
16.SUBMIT SHOP DRAWINGS AND PRODUCT DATA ACCORDING TO SPECIFICATIONS.
A.ALL PLUMBING FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED
B.ALL PLUMBING FIXTURES THAT PROVIDE WATER FOR HUMAN CONSUMPTION SHALL COMPLY WITH THE CALIFORNINA LEAD FREE LAW(PER SECTION 116875 OF THE CALIFORNIA HEALTH AND SAFETY
CODE.
C.PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER TEMPERATURE TO 110° F.
ENERGY COMMISSION NOTES (CALIFORNIA TITLE 24)
1.ALL WORK SHALL COMPLY WITH THE 2019 CALIFORNIA PLUMBING CODE AND LATEST CITY OF AZUSA REQUIREMENTS AMENDMENTS.
2.PLUMBING CONTRACTOR SHALL PROVIDE A COMPLETE PLUMBING SYSTEM FOR ALL AREAS INCLUDING PLUMBING FIXTURE ROUGH-INS AND ALL UTILITY PIPING.
3.PLUMBING CONTRACTOR SHALL PROVIDE ROUGH-INS, EXTEND ALL PIPING (WASTE, VENT, COLD WATER, HOT WATER, ETC.) TO ALL FIXTURES AND APPLIANCES AS INDICATED ON THE ARCHITECTURAL
DRAWINGS.
4.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIXTURES.
5.RUN ALL PLUMBING PIPES AS HIGH AS POSSIBLE TO STRUCTURE AND COORDINATE ROUTING WITH OTHER TRADES.
6.ALL WATER SHUT-OFF VALVES SHALL BE BALL TYPE VALVES.
7.KEEP ALL PIPING CLEAR FROM LOAD BEARING FOOTINGS.
8.ALL PIPE PENETRATIONS THROUGH STRUCTURAL MEMBERS AND WALLS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
9.DURING CONSTRUCTION, PROVIDE MECHANICAL PLUGS IN OPEN DRAINS TO PREVENT DAMAGE TO LOWER FLOORS. ALL WATER PIPING LOCATED ABOVE CEILING, REQUIRING TEMPORARY OR PERMANENT
CAPPED CONNECTIONS, SHALL BE PROVIDED WITH LINE-SIZE SHUT-OFF VALVES.
10.ALL CLEANOUTS SHALL BE ACCESSIBLE AND INSTALLED PER STATE OF CALIFORNIA PLUMBING CODE/UPC SECTION 707 & 719.
11.PROVIDE AND INSTALL ACCESSIBLE WATER HAMMER ARRESTERS OF REQUIRED SIZE AND LOCATION. MANUFACTURER AND MODEL NUMBERS SHALL BE PER SPECIFICATIONS.
12.PROVIDE ACCESS PANELS IN WALLS FOR SHUT-OFF VALVES, TRAP PRIMERS AND WATER HAMMER ARRESTERS. CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE LOCATED ABOVE
THE AREAS OF GYPSUM BOARD CEILING WITHOUT CONSENT OF ARCHITECT. SUBMIT PROPOSED ACCESS PANEL LOCATIONS TO ARCHITECT FOR APPROVAL.
13.ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH CODE-APPROVED ACCESSIBLE TRAP PRIMERS.
14.ALL WATER FAUCETS SHALL BE PROVIDED WITH CODE-APPROVED FLOW RESTRICTORS.
15.ALL VENTS THROUGH ROOF SHALL BE MINIMUM OF THREE FEET VERTICALLY OR TEN FEET HORIZONTALLY FROM AIR CONDITIONING EQUIPMENT FRESH AIR INTAKES, WINDOWS, DOORS OR OTHER
OPENINGS.
16.SLOPE OF SANITARY SEWER PIPES SHALL NOT BE LESS THAN 2% UNLESS OTHERWISE INDICATED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION.
17.PROVIDE AND INSTALL CHROME PLATED ANGLE STOPS AT ALL FIXTURES.
18.ALL PIPING TO BE SEISMICALLY BRACED TO PREVENT SWAYING PER STATE OF CALIFORNIA BUILDING CODE.
19.ALL HOSE BIBBS AND JANITORIAL SERVICE SINKS SHALL BE EQUIPPED WITH APPROVED, PROPERLY INSTALLED ATMOSPHERIC TYPE VACUUM BREAKERS. DEVICES SHALL BE ACCESSIBLE FOR TEST AND
MAINTENANCE.
20.ROUGH-INS, CONNECTIONS AND TERMINATION OF PLUMBING WORK SHALL BE SEQUENCED IN COORDINATION WITH THE PROJECT SCHEDULE AND THE OWNERS OTHER CONTRACTORS AND VENDORS.
21.A MINIMUM 1/2" CLEARANCE SHALL BE PROVIDED AROUND PIPES AT ALL PENETRATIONS THROUGH WALLS AND ROOF. THE GAP SHALL BE PACKED TIGHTLY WITH LOOSE, LIGHTWEIGHT INSULATION
THROUGH NON RATED WALLS, AND APPROVED U.L. LISTED FIRE SAFEING MATERIAL RATED WALLS TO MATCH WALL RATING.
22.CONTRACTOR TO PROVIDE ISOLATION VALVE IN ALL TRAP PRIMER SUPPLY LINE.
23.CONTRACTOR TO INSTALL WALL CLEANOUTS BEHIND ACCESS PANELS.
24.CONTRACTOR TO PROVIDE 1" THERMACELL INSULATION FOR DOMESTIC HOT WATER PIPING.
25.DO NOT INSTALL ANY WATER OR DRAIN PIPING OVER ELECTRICAL OR TELECOM ROOMS.
26.COMPLETE PLUMBING INSTALLATION SHALL COMPLY WITH LEAD FREE REQUIREMENTS AS CALLED FOR ASSEMBLY BILL AB-1953.
27.ALL EQUIPMENT AND FIXTURES INSTALLED SHALL BE IAPMO APPROVED FOR INSTALLATION IN THE CITY OF IRVINE CODES.
28.ALL CONDENSATE DRAIN PIPING SHALL BE INSULATED SIMILAR TO HOT WATER PIPING INSULATION'S MATERIALS AND THICKNESS.
29.HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL RELATED ACCESSORIES AS REQUIRED BY THE CALIFORNIA OFFICE OF THE STATE ARCHITECT AND
AMERICANS WITH DISABILITIES ACT (ADA). ALL FIXTURE TRAPS, PIPING AND VALVES UNDER THE FIXTURE SHALL BE INSULATED WITH A FACTORY PREFORMED INSULATION SIMILAR TO PRO-CAP.
30.CONTRACTOR TO REPLACE ALL EXISTING PIPING, VALVES, FITTINGS, HANGERS, ETC. FOUND TO BE DEFECTIVE, CORRODED, LEAKING, FROZEN AND CLOGGED UP.
31.RAISE/RELOCATE ALL EXISTING PIPING AS REQUIRED TO ACCOMMODATE NEW CEILING, HVAC DUCTS, LIGHTING.
32.CONTRACTOR SHALL X-RAY EXISTING FLOOR SLABS PRIOR TO CORE DRILLING AND OR CUTTING.
1.DOMESTIC WATER HEATERS SHALL MEET THE STATE OF CALIFORNIA ENERGY REQUIREMENTS.
2.ALL HOT WATER SUPPLY PIPING SHALL BE INSULATED FROM THE SOURCE TO THE POINT OF USE PER S.M.M.C. INSULATE ALL FITTINGS, VALVES, STRAINERS, ETC. BY EITHER PREFABRICATION
OR BY FABRICATING FITTINGS FROM METERED SEGMENTS OF PIPE INSULATION TO AN EQUAL THICKNESS OF ADJOINING PIPE INSULATION. INSULATION VALUE OF R-6 FOR PIPING 2" AND
SMALLER, & R-8 FOR LARGER PIPING.
3.SERVICE WATER HEATING SYSTEM SHALL BE EQUIPPED WITH AUTOMATIC TEMPERATURE CONTROLS CAPABLE OF ADJUSTMENT FROM THE LOWEST TO THE HIGHEST ACCEPTABLE
TEMPERATURE SETTING.
4.ALL WATER FAUCETS AND SHOWER HEADS SHALL BE PROVIDED WITH CODE APPROVED FLOW RESTRICTORS. LAVATORY FAUCETS AND SINKS (NOT INCLUDING SERVICE SINK FAUCETS) SHALL
MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARD.
5.ALL PLUMBING FIXTURES SHALL BE LOW FLOW TYPE AND APPROVED BY THE ENERGY CONSERVATION STANDARDS.
6.WHEN A CIRCULATING HOT WATER SYSTEM IS INSTALLED, IT SHALL BE AQUASTAT CONTROLLED AND HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMPS
WHEN HOT WATER IS NOT REQUIRED (INDICATED TIME CLOCK).
W WASTE PIPING (W)
EX.W EXISTING WASTE PIPING (EX.W)
SAN SANITARY PIPING (W)
EX.SAN EXISTING SANITARY PIPING (EX.SAN)
UNDERGROUND DRAINAGE PIPING
PIPING
CD CONDENSATE DRAIN PIPING (CD)
IW INDIRECT WASTE PIPING (IW)
V VENT PIPING (V)
EX.V EXISTING VENT PIPING (EX.V)
DOMESTIC COLD WATER PIPING (CW)
EX.CW EXISTING DOMESTIC COLD WATER PIPING (EX.CW)
DOMESTIC HOT WATER PIPING (HW)
EX.HW EXISTING DOMESTIC HOT WATER PIPING (EX.HW)
DOMESTIC HOT WATER RETURN PIPING (HWR)
EX.HWR EXISTING DOMESTIC HOT WATER RETURN PIPING (HWR)
NPW NON-POTABLE WATER PIPING (NPW)
FW FILTERED WATER PIPING (FW)
PIPE UP UNLESS OTHERWISE NOTED
FITTINGS
PIPE DROP UNLESS OTHERWISE NOTED
PIPE DROP OR RISE
TOP CONNECTION
LOW HIGH
BOTTOM CONNECTION
CLEANOUT (PIPING AT CLG) (CO)
CLEANOUT (BURIED PIPING) (FCO)
TRAP
VENT THROUGH ROOF (VTR)
UNION
VALVES
SHUT-OFF VALVE (SOV)
BALANCING VALVE (BV)/GLOBE VALVE (GV)
PRESSURE REDUCING VALVE (PRV)
CHECK VALVE (CV)
OS&Y VALVE
GAS COCK
EARTHQUAKE VALVE
T&P VALVE
VALVED & CAPPED OUTLET
TRAP PRIMER VALVE
BACKFLOW PREVENTER
STRAINER
FLOOR DRAIN/ROOF DRAIN
FIXTURES
FLOOR SINK
FLOOR SINK - HALF GRATE
OVERFLOW DRAIN
ROOF RECEPTOR
HOSE BIBB
PRESSURE GAUGE
WATER FLOW SWITCH
EQUIPMENT
IN-LINE FILTER
INSTANTANEOUS ELECTRIC WATER HEATER
EWH ELECTRIC STORAGE TYPE WATER HEATER
CIRCULATOR PUMP
ANNOTATION
POINT OF CONNECTION (POC)
SQUARE FOOT (SQ.FT)
DIAMETER (DIA)
REVISION TAG
SHEET
NUMBER
NUMBER
DETAIL
DETAIL DESIGNATION
#
EQUIPMENT
DESCRIPTION
NUMBER
EQUIPMENT
EQUIPMENT DESIGNATION
F FIRE LINE (F)
SPR SPRINKLER PIPING (SPR) (WET-PIPE)
SP.DR SPRINKLER DRAIN (SP.DR)
CSP COMBINATION STANDPIPE SYSTEM (CSP)
PA PREACTION SPRINKLER SYSTEM (PA)
ABBREVIATIONS
-A-
A/E ARCHITECT/ENGINEER
ABV ABOVE
ACC.DR ACCESS DOORAD AREA DRAIN
ADA AMERICAN WITH DISABILITIES ACT
AFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADE
AHU AIR HANDLING UNIT
AIA AMERICAN INSTITUTE OF ARCHITECTS
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
AP ACCESS PANELARCH ARCHITECT
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING
AND AIR CONDITIONING ENGINEERSASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AUTO AUTOMATIC
AUX AUXILIARY -B-
BEL, BLW BELOWBFF BELOW FINISHED FLOOR
BFP BACKFLOW PREVENTER
BLDG BUILDINGBTUH BRITISH THERMAL UNITS PER HOUR
-C-
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTECI CAST IRON
CLG CEILING
CO CLEANOUTCONC CONCRETE
CONN CONNECTION
CONSTR CONSTRUCTIONCONTR CONTRACTOR
COORD COORDINATION
CP CIRCULATING PUMPCU.FT CUBIC FEET
CW COLD WATER
-D-
DCW DOMESTIC COLD WATER
DD DECK DRAIN
DDC DIRECT DIGITAL CONTROL
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAILDF DRINKING FOUNTAIN
DFU DRAIN FIXTURE UNIT
DHW DOMESTIC HOT WATER
DI DEIONIZED WATER
DIM DIMENSION
DN DOWN
DR DRAIN
DW DISHWASHERDWG DRAWING
-E-
EA EACH
EFF EFFICIENCY
EL ELEVATION
ELEC ELECTRICAL
EMER EMERGENCY
ENGR ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EXH EXHAUST
EXT EXTERNAL
-F-
° F FAHRENHEIT
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FF.EL FINISHED FLOOR ELEVATION
FHC FIRE HOSE CABINET
FHV FIRE HOSE VALVE
FIN.FL FINISH FLOOR
FIN.GR FINISH GRADE
FIXT FIXTURE
FP FIRE PROTECTION
FS FLOOR SINKFSP FIRE STANDPIPE
FT FOOT/FEET
FU FIXTURE UNITFUD FUNNEL DRAIN
FUT FUTURE
FV FLUSH VALVE
FW FILTERED WATER
-G-
G GAS (LOW PRESSURE)
GAL GALLON
GC GENERAL CONTRACTORGI GREASE INTERCEPTOR
GPF GALLONS PER FLUSH
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GT GREASE TRAP
GW GREASE WASTEGWH GAS WATER HEATER
-H-
HB HOSE BIBB
HDC HANDICAPPED
HDR HEADER
HP HORSEPOWER
HR HOUR
HS HAND SINK
HV HOSE VALVE
HVAC HEATING, VENTILATING AND AIR CONDITIONING
HW HOT WATER
HWR HOT WATER RETURN
HYD HYDRANT
HX EXCHANGER
HZ HERTZ -I-
ICW INDUSTRIAL COLD WATER
IE INVERT ELEVATION
IHW INDUSTRIAL HOT WATER
IN INCH
IND INDUSTRIAL
IW INDIRECT WASTE
-J-
JC JANITORS CLOSET
-K-
KEC KITCHEN EQUIPMENT CONTRACTOR
KW KILOWATT
-L-
L LAVATORY
L/S LITER PER SECOND
LAP LOCAL ALARM PANEL
LAV LAVATORYLBS POUNDS
LD LEAK DETECTION
-M-
MAX MAXIMUM
MBH THOUSAND BTU PER HOUR
MCC MOTOR CONTROL CENTER
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MPG MEDIUM PRESSURE GAS
MS MOP SINK
MTD MOUNTED
-N-
N NORTH
NA NOT APPLICABLENC NORMALLY CLOSED
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACT
NO NORMALLY OPEN
NP NON POTABLE WATER
NTS NOT TO SCALE
-O-
OD OVERFLOW DRAIN
OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED
OSHA OCCUPATIONAL SAFETY AND HEALTH ACT
-P-
PAC PRE-ACTION AIR COMPRESSOR
PFP PLUMBING AND FIRE PROTECTIONPH PHASE
PLBG PLUMBING
PO PLUGGED OUTLET
PRESS PRESSURE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH, GAUGE
-R-
R RADIUSRD ROOF DRAIN
REF REFERENCE
REQ'D REQUIREDRFI REQUEST FOR INFORMATION
RM ROOM
RO REVERSE OSMOSIS
RPBP REDUCED PRESSURE BACKFLOW PREVENTER
RPM REVOLUTIONS PER MINUTE
RR ROOF RECEPTOR
-S-
S SINK
SAN SANITARY
SCFM STANDARD CUBIC FEET PER MINUTESCHED SCHEDULE
SD STORM DRAIN
SED SEWAGE EJECTOR DISCHARGESH SHOWER
SH.DR SHOWER DRAIN
SK SINKSOV SHUT-OFF VALVE
SPEC SPECIFICATION
SPK SPRINKLER
SS SERVICE SINK
SSD SUB-SOIL DRAINAGE
STRUCT STRUCTURAL -T-
T&P TEMPERATURE AND PRESSURE RELIEF VALVE
TD TRENCH DRAIN
TEMP TEMPERATURE
THRU THROUGH
TS TAMPER SWITCH
TYP TYPICAL
-U-
UBC UNIFORM BUILDING CODE
UFC UNIFORM FIRE CODE
UL UNDERWRITER'S LABORATORY
UON UNLESS OTHERWISE NOTED
UPC UNIFORM PLUMBING CODE
UR URINAL
USSG UNITED STATES STANDARD GAUGE
UTIL UTILITY
-V-V VENTVB VACUUM BREAKER
VERT VERTICAL
VO VALVED OUTLETVOL VOLUME
VOLT VOLTAGE
VTR VENT THRU ROOF
-W-
W WASTE
W/O WITHOUT
WC WATER CLOSET
WCO WALL CLEANOUTWF WATER FILTER
WH WALL HYDRANT
WHA WATER HAMMER ARRESTORWM WATER METER
WP WORKING PRESSURE
WT WEIGHTWTR WATER
CALIFORNIA GREEN NOTES
1.CONTRACTOR SHALL PROVIDE TESTING AND BALANCING REQUIREMENTS PER SECTION 5.410.4 OF THE CALIFORNIA GREEN BUILDING CODE.
2.MATERIALS USED SHALL HAVE VOC LIMITS IN COMPLIANCE WITH TABLE 5.504.4.1 OF THE CALIFORNIA GREEN BUILDING CODE.
3.DESIGN SHALL ADOPT MANDATORY MEASURES FOR WATER EFFICIENCY AND CONSERVATION PER CHAPTER 5 DIVISION 5.3 OF THE CALIFORNIA GREEN BUILDING CODE AND THE CITY OF LA
MIRADA WATER CONSERVATION STANDARDS.
4.FLOW RATES ARE TO COMPLY WITH TABLE 5.303.2.3 TO OBTAIN 20% REDUCTION IN THE BASELINE FLOW RATE.
5.PROVIDE SEPARATE SUB METERS OR METERING DEVICES IF THE BUILDING IS IN EXCESS OF 50,000 SQ. FT.
A.SPECIFIC REQUIREMENTS ARE TO BE FOUND IN SECTION 5.303.1.1.
7.PROVIDE SEPARATE SUB METERS OR METERING DEVICES FOR ANY BUILDING OR SPACE WITHIN A BUILDING THAT IS PROJECTED TO CONSUME MORE THAN 1000 GAL/DAY.
8.DOMESTIC WATER SUB-METERS SHALL BE PROVIDED BY TENANT.
9.FIELD QUALITY CONTROL FOR SERVICE WATER HEATERS:
A.MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT, TEST, AND ADJUST FIELD-ASSEMBLED COMPONENTS AND EQUIPMENT
INSTALLATION, INCLUDING CONNECTIONS, AND TO ASSIST IN FIELD TESTING. REPORT RESULTS IN WRITING.
B.PERFORM THE FOLLOWING FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS:
a.LEAK TEST: AFTER INSTALLATION, TEST FOR LEAKS. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST.
b.OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, CONFIRM PROPER OPERATION.
c.TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT.
C.REMOVE AND REPLACE WATER HEATERS THAT DO NOT PASS TESTS AND INSPECTIONS AND RETEST AS SPECIFIED ABOVE.
9.DEMONSTRATION FOR ELECTRIC WATER HEATERS:
A.ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN INSTANTANEOUS ELECTRIC WATER
HEATERS.
PLAN CHECK NOTES
1.ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIALS SHALL BE LISTED. (2022 CPC 301.1)
2.ALL PLUMBING FIXTURES SHALL MEET THE FLOW REQUIREMENTS SPECIFIED I. (2022 CPC 407.2).
3.ALL FAUCETS IN PUBLIC RESTROOMS SHALL BE SELF CLOSING OR SELF CLOSING METERING FAUCETS (2022 CPC 407.4).
4.PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT THE WATER TEMPERATURE TO 120° F (2022 CPC 407.3).
5.WATER PIPE AND FITTINGS WITH A LEAD CONTENT WHICH EXCEEDS 0.25% SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER. (2022 CPC 604.2).
6.SHOWERS, IF ANY, SHALL BE PROVIDED WITH INDIVIDUAL TEMPERING VALVES. (2022 CPC 408.3).
FVFU FLUSH VALVE FIXTURE UNITS
FTFU FLUSH TANK FIXTURE UNITS
P0.1 PLUMBING LEGENDS AND GENERAL NOTES
P0.2 PLUMBING FIXTURE SCHEDULES
P0.3 PLUMBING DETAILS
P1.0 PLUMBING DEMOLITION FLOOR PLAN
P1.1 PLUMBING FLOOR PLAN - DOMESTIC COLD/HOT WATER/ WASTE
P1.2 PLUMBING FLOOR PLAN - O2 & N2O
REMOVE PIPING OR PLUMBING FIXTURE
CA COMPRESSED AIR LINE (CA)
VAC VACUUM LINE (VAC)
PLUMBING SCOPE OF WORK
1. TENANT IMPROVEMENT FOR NEW DENTAL OFFICE.
2. PROVIDE NEW SANITARY SEWER AND VENT CONNECTIONS TO NEW FIXTURES FROM EXISTING NEARBY PIPING.
3. PROVIDE NEW DOMESTIC COLD AND HOT WATER CONNECTIONS TO NEW FIXTURES FROM EXISTING NEARBY PIPING.
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PROJECT NOTES, SYMBOL
LIST & SHEET INDEX
P 0.1
CAPACITYMARKMAKE & MODEL NO.
RECIRCULATION PUMP SCHEDULE
REMARKS
3 GPM 120/1/60 120°F HOT WATER; PROVIDE WITH5 FT. HD.BELL & GOSSETT SSF-9U/LW, STAINLESS STEEL
CIRCULATOR, 41 W, 0.4 AMP TMV SET AT 110°.
CONNECTIONS
IN OUT
3/4"3/4"
VOLTAGE/
HP
TOTAL
HD.
(PSI)
-CP-1
FV
COLD WATER MAXIMUM F.U.
ALLOWABLE
SIZE
3/4"
1"
2.80 PSI/100'
TYPE "L" PIPE
1 1/4"
1 1/2"
FT
PIPE SIZING
CHART
GPM FPS
6.0 8.0 -7
18-13.0
32-21.0
631834
8.0
8.0
8.0
1/2"2.2 8.0 -1
COLD WATER MAIN AND METER CALCULATIONS*
3. ESTIMATION OF AVAILABLE PRESSURE FOR DISTRIBUTION
A.AVAILABLE STREET PRESSURE: MIN. 43 PSI
B.(E)3/4" WATER METER PRESSURE DROP: 7 PSI
C. WILKINS 975XL - 1" BACKFLOW PREVENTER 13 PSI
D.BUILDING STATIC PRESSURE DROP: 3.5 PSI (15FT)
E.MIN. REQUIRED RESIDUAL PRESSURE: (TANK ONLY) 15 PSI
AVAILABLE PRESSURE FOR DISTRIBUTION: 4.5 PSI
MAX. ALLOWABLE PRESSURE DROP AT PIPE:
(4.5 PSI / 95 FT) X 100 FT = 4.3 PSI / 100 FT
2. TOTAL ESTIMATED DEVELOPED PIPE LENGTH:95 FT
4. ESTIMATE MINIMUM REQUIRED WATER MAIN TO SATISFY ALL OF THE
FOLLOWING DESIGN CONDITIONS:
A.CARRY TOTAL ESTIMATED GPM: 15 GPM OR (22.5 F.U)
B.COLD WATER VELOCITY <= 8 FT/S
B.HOT WATER VELOCITY <= 5 FT/S
MIN.REQUIRED SIZE OF MAIN: 1"Ø MAIN < (E)1-1/2"Ø CW
1.PROPOSED FIXTURE UNIT: 22.5 F.U. (15 GPM)
WATER SUPPLY SYSTEM:
DISTANCE TO MOST REMOTE FIXTURE = 80 FT.
MIN. REQUIRED SIZE OF MAIN: 1"Ø MAIN < (E)1-1/2"Ø CW
FIXTURE
QTY
SANITARY WASTE
EACH TOTALTYPE
PLUMBING FIXTURE UNIT (FU) CALCULATION
TAG
WATER
EACH TOTALQTY
TAG FIXTURE WASTE TRAP VENT CW HW
MINIMUM PLUMBING FIXTURE BRANCH PIPE SIZE
REMARK
PROVIDE WATER HAMMER ARRESTER FOR EACH FLUSH VALVE FIXTURE.
PROVIDE THERMAL MIXING VALVE AND SET HOT WATER TEMPERATURE NO HIGHER THAN 120°F.
REMARKS
1.PIPE SIZES SHOWN MAY NOT BE NECESSARY THE FIXTURE CONNECTION SIZE. SEE FINAL
PRODUCT MANUFACTURER RECOMMENDED PIPING CONNECTION SIZES PRIOR TO INSTALL.
PROVIDE REDUCER BETWEEN BRANCH LINE AND CONNECTION AS REQUIRED.
2.UNDERGROUND VENT PIPE SHALL BE 1"Ø LARGER THAN SCHEDULED SIZE.
3.UNDERGROUND COLD WATER PIPE SHALL BE TYPE-K LEAD FREE COPPER PIPE.
GENERAL NOTES
HAND SINKL
WC WATER CLOSET 4"2"2"--3/4"
162.0 16HAND SINK 8SK/ HS 2.08
TP TRAP PRIMER --------1/2"
2"1-1/2"1-1/2"3/4"3/4"
ITEM
PIPE MATERIAL SCHEDULE
LOCATION
DOMESTIC COLD WATER PIPE
SPECIFICATIONS
TYPE L COPPER
BELOW GRADE
ABOVE GRADE
SANITARY AND VENT PIPE ABOVE GRADE
CONDENSATE ABOVE AND
BELOW GRADE
TYPE K COPPER
TYPE M COPPER
DOMESTIC COLD WATER PIPE
SANITARY AND VENT PIPE BELOW GRADE SCH. 40 PVC
SCHEDULE SHOWN FOR QUICK REFERENCE ONLY. PROVIDE AND INSTALL PER
APPROVAL FROM THE JURISDICTION HAVING AUTHORITY.
ALL WASTE, CONDENSATE WASTE AND WATER PIPING SHALL COMPLY WITH TABLE
701.2 AND 604.1.
ITEM
PIPING INSULATION SCHEDULE
LOCATION
ALL
ALL
HOT WATER SUPPLY
(PIPE<1"Ø)
HOT WATER SUPPLY
(1"Ø TO < 1-1/2"Ø)
INSULATION
TYPE
THERMACELL
MIN. R-VALVE MIN.
THICKNESS
REMARK
--
--
1"
1.5"
REMARKS:
ALL INSULATION OR ACCOUSTICAL LINING SHALL HAVE SMOKE SPREAD INDEX LESS THAN
50 AND FLAME SPREAD INDEX LESS THAN 25.
THERMACELL
ALLCONDENSATE PIPE THERMACELL --0.5"
ALLHOT WATER SUPPLY
(1-1/2"Ø TO 4"Ø)THERMACELL --1.5"
TOTAL FU 2522.5
2.0----FLOOR SINK 1FS 2.01
--HOSE BIBB 0HB ---
--HUB DRAIN -HD ---
2.52.5 2.5WATER CLOSET 1WC 2.51
THE INSULATION WALL THICKNESS FOR PIPE SIZES UP TO 2" IN DIAMETER SHALL BE NOT
LESS THAN THE DIAMETER OF THE PIPE, AND SHALL NOT BE LESS THAN 2" FOR PIPE SIZE 2"
OR MORE IN DIAMETER.
MAX: 53
MIN: 43
TAG FIXTURE DESCRIPTIONMAX. WATER
USAGE
PLUMBING FIXTURE SCHEDULE
HAND SINK 0.4 GPM
0.4 GPMHAND SINK
"ELKAY" LUSTERTONE CLASSIC MODEL #LRAD252155 SINGLE BOWL DROP-IN, STAINLESS STEEL, ADA SINK.
PROVIDE WITH "MOEN" ALIGN #5965 SERIES FAUCET, FLOW RESTRICTOR AT 0.4 GPM. INSTALL "PROFLO" MODEL
#PFSCPT1SWH ADA SOFT TRAP COVER.
"KOHLER" VERTICYL RECTANGLE, MODEL #K-2882, UNDERMOUNT BATHROOM SINK, WHITE FINISH. PROVIDE
"DELTA" GALEON BATHROOM FAUCET MODEL #571-MPU-DST, MATTE BLACK FINISH, WITH FLOW RESTRICTOR AT
0.4 GPM.
WATER CLOSET 1.0 GPF "TOTO" ULTRAMAX II 1G ONE-PIECE TOILET MODEL #MS604114CUFG, #01 COTTON FINISH. PROVIDE
COMMERCIAL HEAVY-DUTY PLASTIC TOILET SEAT BY "OLSONITE" MODEL #10CT.
LAVATORY 0.4 GPM
"NAMEEK'S" MONA, CERASTYLE MODEL #064200-U WALL MOUNTED BATHROOM SINK. PROVIDE "DELTA"
GALEON BATHROOM FAUCET MODEL #571-MPU-DST, MATTE BLACK FINISH, WITH FLOW RESTRICTOR AT 0.4
GPM. INSTALL "PROFLO" MODEL #PFSCPT1SWH ADA SOFT TRAP COVER.
N/AEMERGENCY EYEWASH "GUARDIAN" MODEL #G5022BP EYEWASH/DRENCH HOSE UNIT, DECK MOUNTED, WITH BACKFLOW PREVENTER.
PLUMBING EQUIPMENT SCHEDULE
TAG DESCRIPTION
ELECTRIC WATER HEATER. A.O. SMITH DSE-30: 30 GALS WITH CIRCULATING PUMP. 208/1/60, 6 KW INPUT, 38 GPH RECOVERY, 400 LBS OPERATING
MOP SINK FIAT PRODUCTS "TERRAZZO" #TSB3010 12" DEPTH WITH 6" DROP FRONT, 24" X 24" SQUARE MOP SERVICE BASIN.
PROVIDE WITH HOSE BIBB AND VACUUM BREAKER.N/A
FLOOR SINK N/A CECO #1008 12" ROUND FLOOR SINK WITH TRAP PRIMER CONNECTION AS REQUIRED.
FOOD WASTE DISPOSER N/A INSINKERATOR "PRO SERIES" #750, 3/4 HP, 120 VOLTS, 60 HZ, 1725 RPM. FOR SINK AT STAFF LOUNGE.
SCH. 40 PVC
WC-1
L-1
S-2
HS-1
EEW
GD-1
WH-1
MS-1
FS-1
1.01.0 1.0LAVATORY1LV 1.01
----
----
2.52.5 2.5CLOTHES WASH.1WASHER 2.51
WASHER BOX N/A WATTS A2C-M1 INTELLIFLOW WASHER BOX WITH LEAK SENSOR.WB-1
ICE MAKER BOX N/AIMB-1
HS/ S HAND SINKS 2"2"1-1/2"3/4"3/4"
MS MOP SINK 3"2"2"3/4"3/4"
ET
1
EXPANSION TANK SCHEDULE
EXPANSION TANK CALCULATION
WATER HEATER CALCULATION
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1303 West Roxbury Street
(626) 337-1965 / JOB #23-2462
West Covina, California 91790-4618
MY Engineering, Inc.
Mechanical, Electrical and Plumbing
(MEP) Consulting Engineers
PLUMBING FIXTURE
SCHEDULE &
CALCULATIONS
P 0.2
WATER HEATER PLATFORM DETAIL
FLOOR DRAIN / SINK TRAP PRIMER DETAIL
EXPANSION TANK MOUNTING DETAIL
TYPICAL TRAPEZE PIPE HANGER AND SPACING DETAIL 21
5 6 8
3 4
10 11
₂
₂O
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NOTES (PER NFPA 99 SECTION 5.1.11.1):
1.AT INTERVALS OF NOT MORE THAN 20 FEET.
2.AT LEAST ONCE IN OR ABOVE EVERY ROOM.
3.ON BOTH SIDES OF WALL OR PARTITIONS PENETRATED BY THE PIPING.
4.AT LEAST ONCE IN EVERY STORY HEIGHT TRAVERSED BY RISERS.
PIPE LABEL COLOR CODE (PER NFPA 99 TABLE 5.1.11):
NITROGEN OXIDE ( ) - BLUE / WHITE
OXYGEN ( ) - GREEN / WHITE OR WHITE / GREEN
₂O
₂
NITROUS OXIDE AND OXYGEN PIPE LABELING BACKFLOW PREVENTER DETAIL
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1303 West Roxbury Street
(626) 337-1965 / JOB #23-2462
West Covina, California 91790-4618
MY Engineering, Inc.
Mechanical, Electrical and Plumbing
(MEP) Consulting Engineers
PLUMBING DETAILS
P 0.3
DEMOLITION PLAN N
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PLUMBING DEMOLITION
FLOOR PLAN
P 1.0
KEYNOTES
GENERAL NOTE:
EWH
WC-1
HS-1
S-2
GD-1
L-1
WH-1
CP-1
HS-1
HS-1
HS-1
HS-1
S-2
EEW
S-2
WC-1
S-2
GD-1
L-1
S-2
EEW
S-2
WB
WH-1 MS-1
HS-1
HS-1
HS-1
HS-1
HS-1
LAB
Sterilization
Private
Office
Staff
Lounge
Treatment
Room 5
Treatment
Room 4
Treatment
Room 3
Treatment
Room 2
Treatment
Room 1
W/D
Waiting
Reception 2
Business
Manager
CBCT
LAB
Sterilization
Private
Office
Staff
Lounge
Treatment
Room 5
Treatment
Room 4
Treatment
Room 3
Treatment
Room 2
Treatment
Room 1
Waiting
Reception 2
Business
Manager
CBCT
MS-1
PLUMBING FLOOR PLAN - COLD/HOT WATER
SCALE: 1/4" = 1'-0"
1
P 2.1
PLUMBING FLOOR PLAN - WASTE/VENT
SCALE: 1/4" = 1'-0"
1
P 1.1
WB-1
IM-1
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1 WHVW RR[EXU\ SWUHHW
2 -1 5 -O% 2-22
WHVW CRYLQD, CDOLIRUQLD 1 -1
MY Engineering, Inc.
MHFKDQLFDO, EOHFWULFDO DQG 3OXPELQJ
ME3 CRQVXOWLQJ EQJLQHHUV
PLUMBING FLOOR PLANS
- WASTE/VENT &
COLD/HOT WATER
P 1.1
KEYNOTES
LAB
Sterilization
Private
Office
Staff
Lounge
Waiting
Reception 2
Business
Manager
PLUMBING FLOOR PLAN - VACUUM & COMPRESSED AIR
SCALE: 1/4" = 1'-0"
1
P 3.1
NE
W
D
E
N
T
A
L
S
U
I
T
E
FO
R
AM
Y
T
R
A
N
,
D
.
D
.
S
.
12
1
5
W
E
S
T
H
U
N
T
I
N
G
T
O
N
D
R
I
V
E
-
A
R
C
A
D
I
A
,
C
A
1 WHVW RR[EXU\ SWUHHW
2 -1 5 -O% 2-22
WHVW CRYLQD, CDOLIRUQLD 1 -1
MY Engineering, Inc.
MHFKDQLFDO, EOHFWULFDO DQG 3OXPELQJ
ME3 CRQVXOWLQJ EQJLQHHUV
PLUMBING FLOOR PLANS
- VACUUM/COMPRESSED
AIR & MEDICAL GAS
P 1.2
KEYNOTES