Camarillo City Council
May 28, 2025

ALIGN
OWNER:

LENNAR HOMES OF CALIFORNIA, LLC
2000 FIVEPOINT 3RD FOOR
IRVINE, CA 92618
CONTACT: DENNIS HARDGRAVE
ARCHITECT:

PAGE & TURNBULL
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA 90014
CONTACT: HEATHER MANGRUM
STRUCTURAL:

HOLMES
523 W 6TH ST #1122,
LOS ANGELES, CA 90014
CONTACT: JUSTIN SHARKEY
MECHANICAL, ELECTRICAL, & PLUMBING:

BUDLONG
633 W 5TH ST 26TH FLOOR,
LOS ANGELES, CA 90071
CONTACT: FELIX GOMEZ

PROJECT DIRECTORY

PROJECT INFORMATION

PROJECT NAME

ADDRESS
OWNER

EXISTING

OCCUPANCIES

PROPOSED

POCCUPANCIES

CONSTR TYPE

FIRE PROTECTION

NUMBER OF STORIES

BUILDING HEIGHT

PARKING

FIRE RATING REQUIREMENTS

BLDG ELEMENT

PRIMARY STRUCT FRAME

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

INTERIOR NONBEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

CONSTRUCTION

TYPE VB
0 0
0 0
0 0

SCHOLLE HOUSE RESTORATION

W PONDEROSA DRIVE AT
SPRINGVILLE DRIVE; CAMARILLO, CA

LENNAR HOMES OF CALIFORNIA,
LLC
R-3
R-3
(E) TYPE V -B

SMOKE DETECTORS
1 20 FT

DETAHCED GARAGE

THE PROPOSED PROJECT FOR THE SCHOLLE FARM

HOUSE IS TO REHABILITATE THE BUILDING FOR
CONTINUED USE AS A SINGLE -FAMILY RESIDENCE.

A DETACHED GARAGE WILL BE PART OF THE PROJECT.

THE SCHOLLE FARM HOUSE WILL UNDERGO EXTERIOR

REPAIRS AND RESTORATION, INCLUDING THE WOOD

SIDING, WINDOWS, AND ROOF EAVE WITH DECORATIVE
BRACKETS. THE FRONT PORCH WILL BE REOPENED BY

REMOVING THE ENCLOSED STRUCTURE AND RE -ROOFED
WITH NEW ASPHALT SHINGLES. A NEW CONCRETE

FOUNDATION WALL WILL MATCH THE ORIGINAL
FOUNDATION'S HEIGHT. ALTERATIONS INCLUDE
REMOVING THE SOUTH FAÇADE'S GABLED VESTIBULE AND
CONVERTING THE EAST PORCH TO AN OPEN DESIGN.

INTERIOR SPACES WILL MOSTLY REMAIN, WITH A LIVING

ROOM EXPANSION, RECONFIGURATION OF BEDROOMS TO

ADD AN ENSUITE BATHROOM FOR THE PRIMARY
BEDROOM, AND AN ENLARGED, RENOVATED BATHROOM.

THE KITCHEN WILL BE UPDATED AND OPENED TO THE
DINING ROOM. NEW PLUMBING, MECHANICAL, AND
ELECTRICAL UPGRADES WILL BE INSTALLED. A DETACHED

TWO -CAR GARAGE WILL BE ADDED SOUTHWEST OF THE
HOUSE.

THE DRAWING SET IS PREPARED BY PAGE&TURNBULL. IT

ALSO INCLUDES STRUCTURAL PLANS BY HOLMES

ENGINEERING, MECHANICAL, ELECTRICAL AND PLUMBING
PLANS BY BUDLONG ENGINEERS.

PROJECT DESCRIPTION

APPLICABLE CODES

SECRETARY OF INTERIOR STANDARDS
2022 CALIFORNIA BUILDING STANDARDS CODE
(CALIFORNIA CODE REGULATIONS, TITLE 24)
AS AMENDED BY THE CITY OF SAN FRANCISCO:
• PART 01 - CALIFORNIA ADMINISTRATIVE CODE
• PART 02 - CALIFORNIA BUILDING CODE (CBC)
• PART 03 - CALIFORNIA ELECTRICAL CODE (CEC)
• PART 04 - CALIFORNIA MECHANICAL CODE (CMC)
• PART 05 - CALIFORNIA PLUMBING CODE (CPC)
• PART 06 - CALIFORNIA ENERGY CODE
• PART 08 - CALIFORNIA HISTORICAL BLDG CODE (CHBC )
• PART 09 - CALIFORNIA FIRE CODE (CFC)
• PART 11 - CALIFORNIA GREEN BLDG STANDARDS CODE
• PART 12 - CALIFORNIA REFERENCED STANDARDS

GENERAL NOTES

1. 1. PROVIDE WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST

RULES AND REGULATIONS OF APPLICABLE STATE AND LOCAL CODES, LAWS, AND STATUTES. NOTHING IN THE CONTRACT DOCUMENTS IS TO

BE CONSTRUED AS REQUIRING OR PERMITTING WORK CONTRARY TO THESE CODES, LAWS, AND STATUTES.

2. EXAMINATION OF THE SITE WHICH WILL AFFECT THIS W ORK SHALL BE

MADE IMMEDIATELY BY THE CONTRACTOR, WHO SHALL COMPARE IT

WITH THE CONTRACT DOCUMENTS AND SATISFY THEMSELVES AS TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. TH EY

SHALL, AT SUCH TIME, CHECK LOCATIONS OF THE EXISTING
STRUCTURES AND EQUIPMENT WHICH MAY AFFECT THEIR WORK. NO

ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE TO WHICH

THEY MAY BE PUT DUE TO FAILURE OR NEGLECT ON THEIR PART TO MAKE SUCH EXAMINATION. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT BEFORE PROCEEDING WITH ANY WORK.

3. DIMENSIONS ON CONSTRUCTION DRAWINGS ARE TO FACE OF
FRAMING UNLESS OTHERWISE NOTED. CONTRACTOR SHALL NOT
SCALE DRAWINGS. DIMENSIONS NOTED EXISTING (E), ARE TO BE FIELD VERIFIED PRIOR TO LAYING OUT WORK.

4. THE CONSTRUCTION DOCUMENTS ARE PROVIDED TO ILLUS TRATE THE

DESIGN AND GENERAL TYPE OF CONSTRUCTION, MATERIALS, AND WORKMANSHIP THROUGHOUT. THE DOCUMENTS DO NOT ILLUSTRATE EVERY CONDITION. THE CONTRACTOR, IN ASSUMING RESPONSIBILITY

FOR THE WORK INDICATED, SHALL COMPLY WITH THE SPIRI T AS WELL AS THE LETTER IN WHICH THEY WERE PREPARED.

5. WORK LISTED, SHOWN, OR IMPLIED ON ANY CONSTRUCTI ON

DOCUMENT SHALL BE PROVIDED BY THE CONTRACTOR, EXCEPT
WHERE NOTED OTHERWISE. THE GENERAL CONTRACTOR SHAL L

CLOSELY COORDINATE THEIR WORK WITH THAT OF OTHER

CONTRACTORS OR VENDORS AND OWNER TO ASSURE THAT

SCHEDULES ARE MET AND THAT WORK IS DONE IN CONFORMANCE
WITH MANUFACTURERS' REQUIREMENTS.

6. WORK IS ASSUMED NEW UNLESS NOTED AS EXISTING (E) .

7. THE USE OF THE WORD "PROVIDE" IN CONNECTION WITH ANY ITEM

SPECIFIED IS INTENDED TO MEAN THAT SUCH ITEM SHALL BE

FURNISHED, INSTALLED, AND CONNECTED, UNLESS OTHERWISE
NOTED.

8. CONTRACTOR SHALL PROTECT AREA AND NEW OR EXISTIN G

MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC. AND SHALL

PROVIDE AND MAINTAIN TEMPORARY BARRICADES OR ENCLOSURES

AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF
CONSTRUCTION. AT NO ADDITIONAL EXPENSE TO THE OWNER, THE

CONTRACTOR SHALL REPAIR OR REPLACE DAMAGE TO NEW AND

EXISTING MATERIALS, FINISHES, STRUCTURES, AND EQUIPMENT TO THE SATISFACTION OF THE OWNER.

9. CONTRACTORS SHALL REMOVE RUBBISH AND WASTE MATER IALS ON A

REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB

CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING,

IN ANY WAY, FINISHED WORK OR EXISTING TO REMAIN WOR K OR CREATING A SAFETY HAZARD IN OR OUTSIDE JOBSITE.

10. CONTRACTOR SHALL LEAVE JOBSITE AND AFFECTED AREAS CLEAN AND IN AN ORDERLY MANNER READY FOR MOVE IN; THIS IS TO

INCLUDE CLEANING THE INTERIOR AND EXTERIOR FACES OF NEW AND EXISTING GLASS.

11. HAZARDOUS MATERIALS ABATEMENT IS NOT PART OF THE

ARCHITECTURAL WORK AND IS THE SOLE RESPONSIBILITY O F THE BUILDING OWNER.

1. THE SCHOLLE FARMHOUSE HAS BEEN DETERMINED ELIGIBLE FOR

LISTING IN THE NATIONAL REGISTER OF HISTORIC PLACES
(NATIONAL REGISTER) AND THE CALIFORNIA REGISTER OF

HISTORICAL RESOURCES (CALIFORNIA REGISTER) AS A HISTORIC DISTRICT.

2. THE SCHOLLE HOUSE IS A QUALIFIED HISTORICAL BUILDING OR

PROPERTY AS DEFINED BY THE CALIFORNIA HISTORICAL
BUILDING CODE (CHBC). THE CHBC ALLOWS FOR SOLUTIONS

THAT ARE REASONABLY EQUIVALENT TO THE REGULAR CODE TO

PROMOTE THE PRESERVATION OF THE HISTORICAL RESOURCE
(8 -101.2 PURPOSE).

3. THE WORK OF THIS PROJECT SHALL COMPLY WITH THE
SECRETARY OF THE INTERIOR ’S STANDARDS FOR

REHABILITATION (SOI STANDARDS) AND ASSOCIATED GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS (SOI GUIDELINES).

4. THE REPORT "SCHOLLE HOUSE HSR" & "SCHOLLE HOUSE
PRESERVATION PLAN ”, PREPARED BY PAGE & TURNBULL AND
DATED OCTOBER 2024, CONTAINS THE FOLLOWING INFORMATION.

1. LISTING OF BUILDINGS AND SITE FEATURES THAT
CONTRIBUTE TO THE HISTORIC DISTRICT.

2. DOCUMENTATION OF HISTORIC MATERIALS, CHARACTER -

DEFINING FEATURES, AND SIGNIFICANT SPACES THAT ARE

TO BE PROTECTED AND PRESERVED AS PART OF THE
PROJECT.

3. GUIDANCE FOR APPLYING THE SOI STANDARDS AND SOI
GUIDELINES TO THE WORK.

HISTORIC PRESERVATION NOTES

ELEVATION
DATUM
NAME
0' - 0"

PROJECT
NORTH
N
(E) WALL

DEMO WALL

PROPOSED
WALL
ALIGN

REVISION
CLOUD
INTERIOR ELEVATION A201
11 1
1 1
1 A3.00
_______________ BUILDING

SECTION
1 A3.00
_______________

SECTION
DETAIL

PROPERTY
LINE
CENTER
LINE
1 A3.00
_______________

EXTERIOR ELEVATION
1 A3.00
_______________

PLAN DETAIL
1 A3.00
_______________ WALL

SECTION
101

ROOM NAME
100 SF

ROOM TAG

GRID LINE
1 A

03.01 KEYNOTE
A
1 WALL TYPE
1 DOOR TAG
1 WINDOW TAG

DETAIL NUMBER
SHEET
SHEET

DETAIL NUMBER
REVISION NUMBER 1

FLOOR DRAIN FD

ROOF DRAIN RD

OVERFLOW
DRAIN
OD
+/-, ± PLUS OR MINUS
' FOOT
" INCH
< LESS THAN
> GREATER THAN
° DEGREES

ABV ABOVE
A.C. ASPHALT CONCRETE

ACC ACCESSIBLE
A.C.P. ACOUSTICAL CEILING PANEL
A.C.T. ACOUSTICAL CEILING TILE

AD AREA DRAIN
A.F.F. ABOVE FINISH FLOOR
AL. ALUMINUM
ANC. ANCHOR
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
BD. BOARD
BLDG. BUILDING
B.O. BOTTOM OF
BRKT. BRACKET
CAB. CABINET
CEM. CEMENTITIOUS
C.I.P. CAST IN PLACE
C.J. CONTROL JOINT
C.L. CENTERLINE
CLG. CEILING
CLR. CLEAR, CLEARANCE
CLST. CLOSET
CMU. CONCRETE MASONRY UNIT
CNTR. COUNTER
CONC. CONCRETE
CONT. CONTINUOUS
CONTR. CONTRACTOR
CORR. CORRIDOR
CPT. CARPET
CTR. CENTER
CTSK. COUNTERSUNK
DBL. DOUBLE
DEMO. DEMOLISH, DEMOLITION
DET. DETAIL
DIA. DIAMETER
DIAG. DIAGONAL
DIM. DIMENSION
DN. DOWN
D.S. DOWNSPOUT
DWG. DRAWING
(E) EXISTING
EA. EACH
ELEV. ELEVATION
E.O.S. EDGE OF SLAB
EQ. EQUAL
EQUIP. EQUIPMENT
F.A. FIRE ALARM
F.D. FLOOR DRAIN
F.D.C. FIRE DEPARTMENT CONNECTION
FDN. FOUNDATION
F.H.C. FIRE HOSE CABINET
F.H.V. FIRE HOSE VALVE
FIN. FINISH
FIXT. FIXTURE
FLR. FLOOR
F.O. FACE OF
FT. FOOT, FEET
FTG. FOOTING
FUR. FURRING
FURN. FURNITURE
G.B. GRAB BAR
G.C. GENERAL CONTRACTOR
GL. GLASS
GLZ. GLAZING
GND. GROUND
GR. GRADE
G.W.B. GYPSUM WALL BOARD
GYP. GYPSUM
H.M. HOLLOW METAL
H.O. HOLD OPEN
HORZ. HORIZONTAL
HRAIL. HANDRAIL
HTR. HEATER
H.V.A.C. HEATING, VENTILATING AND

AIR CONDITIONING
INCL. INCLUDE,
JAN. JANITOR
JST. JOIST
KIT. KITCHEN
K.P. KICK PLATE
L. LONG, LENGTH
LAM. LAMINATE,
MAT. MATERIAL
MAX. MAXIMUM
MCAB. MEDICINE CABINET
MECH. MECHANICAL
M.E.P. MECHANICAL / ELECTRICAL /

PLUMBING
MEZZ. MEZZANINE
MIN. MINIMUM
MISC. MISCELLANEOUS
M.M.R. MOLD & MOISTURE

RESISTANT
M.O. MASONRY OPENING
MTD. MOUNTED
MTL. METAL
N. NORTH

N/A NOT APPLICABLE
N.I.C. NOT IN CONTRACT
NO. NUMBER
N.R. NON-RATED
N.T.S. NOT TO SCALE

O/ OVER
OFD. OVERFLOW DRAIN
OH. OVERHEAD
OPNG. OPENING
PERF. PERFORATED
PERP. PERPENDICULAR
PL. PROPERTY LINE
PLAS. PLASTER
PLMB. PLUMBING
PLWD. PLYWOOD
PNL. PANEL
PNLG. PANELING
P.O.C. POINT OF CONNECTION
POL. POLISHED
PR. PAIR
PRTR. PRESERVATIVE TREATED
P.T. PRESSURE TREATED
PTD. PAINTED
PTN. PARTITION
QTY. QUANTITY
R. RISER
RAD. RADIUS
R.C.P. REFLECTED CEILING PLAN
R.D. ROOF DRAIN
REF. REFRIGERATOR
REFL. REFLECTED
REQD. REQUIRED
REV. REVISION
RM. ROOM
R.O. ROUGH OPENING
RTD. RATED

RWL RAIN WATER LEADER

S SOUTH
SAN. SANITARY
S.F. SQUARE FOOT
SH. SHELF
SHTG. SHEATHING
SIM. SIMILAR
SEAL. SEALANT
SOF. SOFFIT
S.O.G. SLAB ON GRADE
SPEC. SPECIFICATION
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STOR. STORAGE
STRUCT. STRUCTURAL
SUSP. SUSPENDED

T TREAD
TERR. TERRAZZO
THK. THICK
T.O. TOP OF
TYP. TYPICAL
V.I.F. VERIFY IN FIELD
W. WEST, WIDTH

W/ WITH

W/O WITHOUT
WD. WOOD
WDW. WINDOW
WSCT. WAINSCOT
WT. WEIGHT
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:15 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
G0.01

COVER SHEET
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN

SCHOLLE HOUSE REHABILITATION
SCHOLLE FARMHOUSE, CAMARILLO, CA, 93010

SHEET LIST

G - GENERAL
G0.01 COVER SHEET
G3.04 AHJ DOCUMENTATION
G4.01 TITLE 24 DOCUMENTATION
G5.01 CAL GREEN DOCUMENTATION

AD - DEMOLITION
AD2.01 FIRST FLOOR DEMOLITION PLAN
AD2.02 REFLECTED CEILING DEMOLITION PLAN
AD2.03 ROOF DEMOLITION AND PROTECTION PLAN
AD3.01 NORTH AND WEST EXTERIOR ELEVATIONS
AD3.02 SOUTH AND EAST EXTERIOR ELEVATIONS
AP2.01 FIRST FLOOR PROTECTION PLAN

A - ARCHITECTURAL
A1.01 SITE PLAN
A2.01 FIRST FLOOR PLAN
A2.02 REFLECTED CEILING PLAN
A2.03 ROOF PLAN AND DETAILS
A3.01 EXTERIOR ELEVATIONS -I
A3.02 EXTERIOR ELEVATIONS- II
A3.11 ENLARGED ELEVATIONS
A3.21 BUILDING SECTIONS
A4.01 ENLARGED KITCHEN FLOOR PLANS AND ELEVATIONS
A4.02 ENLARGED BATHROOM PLANS AND ELEVATIONS
A6.11 DOOR, WINDOW AND FINISH SCHEDULES, TYPES
A7.11 DOOR WINDOW DETAILS
A7.41 EXTERIOR DETAILS - ROOF, SITE AND WALLS

S- STRUCTURAL
SSK-01 FOUNDATION FRAMING PLAN
SSK-02 CEILING FRAMING PLAN
SSK-03 ROOF FRAMING PLAN

M- MECHNICAL
M0.01 MECHANICAL FRONT SHEET
M0.02 MECHANICAL NOTES
M0.03 MECHANICAL SYMBOLS AND ABBREVIATIONS
M0.04 MECHANICAL SCHEDULES
M2.01 MECHNAICAL FIRST FLOOR PLAN
M2.02 MECHANICAL ROOF PLAN
MD2.01 MECHANICAL FIRST FLOOR DEMOLITION PLAN
MD2.02 MECHANICAL ROOF DEMOLITION PLAN

E- ELECTRICAL
E0.01 ELECTRICAL FRONT SHEET
E0.02 ELECTRICAL SINGLE LINE DIAGRAM
E1.01 ELECTRICAL SITE PLAN
E2.01 ELECTRICAL FIRST FLOOR POWER PLAN- MAIN HOUSE
E2.02 ELECTRICAL FIRST FLOOR LIGHTING PLAN- MAIN HOU SE E2.03 ELECTRICAL FIRST FLOOR PLAN- DETACHED GARAGE
E7.01 ELECTRICAL DETAILS
E7.02 ELECTRICAL DETAILS

P- PLUMBING
P0.01 PLUMBING FRONT SHEET
P2.01 PLUMBING FIRST FLOOR WASTE AND GAS PLAN
P2.02 PLUMBING FIRST FLOOR WASTE AND VENT PLAN
P2.03 PLUMBING ROOF PLAN
P7.01 PLUMBING DETAILS
PD2.01 PLUMBING FIRST FLOOR DEMOLITION PLAN
PD2.02 PLUMBING ROOF DEMOLITION PLAN

LOCATION MAP SYMBOLS VICINITY MAP

SCHOLLE

FARMHOUSE

PROJECT SITE

ABBREVIATIONS
(E) WALL TO REMAIN
(E) WALL TO BE DEMOLISHED
(E) DOOR TO BE DEMOLISHED

ROOF OVERHANG

LIVING ROOM

DINING ROOM

HALLWAY

KITCHEN

LAUNDRY/
PANTRY BATH-1

NORTH PORCH
AD3.01
1 AD3.01
2 AD3.02
2 AD3.02
1 E103
E101
E102
S104 S103 S101
W103
W102
W101
N104 N103 N102 N101
E106
E105
E104
E107
E108
E109
102
101
118
108
120
121
107
119
122
BEDROOM - 1
BEDROOM - 2
BEDROOM - 3
1' - 8" 2' - 10" 6' - 10"

REMOVE WINDOW AND
WINDOW FRAME, TYP.

REMOVE DOOR & INT. WALL

PARTIALLY REMOVE WALL TO

ACCOMODATE NEW DOOR

REMOVE CHIMNEY

FROM FIRST FLOOR TO

UNDERSIDE OF ROOF

PROTECT WD WAINSCOATING AND
MOLDINGS, TYP. REFER TO AP2.01

REMOVE (E) DOOR, THE TRANSOM
ABOVE AND DOOR FRAME, TYP.

REMOVE (E) REMAINING GLAZING,

MULLIONS AND STOREFRONT
SYSTEM

REMOVE THE BACK PORCH AND

THE GABLE ROOF WITH WD POSTS

ROOF OVERHANG
REMOVE ALL PLUMBING FIXTURES.

CUT/CAP PIPES, TYP.

REMOVE PARTITION CLOSET

WALL AND BUILT-INS

REMOVE PARTITION

CLOSET WALL AND

BUILT-INS

REMOVE BUILT-IN

CABINETS

REMOVE ELECTRIC PANELS

REMOVE BUILT-IN &
OVERHEAD CABINETS, TYP.

REMOVE SINK AND
PLUMBING FIXTURES.

REMOVE CABINET,

COUNTERTOP AND
BACKSPLASH.

PROTECT WD

WAINSCOATING AND
MOLDINGS, TYP. WHEREVER
EXIST

REMOVE FLOORING DOWN TO
WOOD FLOOR. REVIEW EXISTING
CONDITION WITH ARHCITECT.

REMOVE DOOR AND

DOOR FRAME
REMOVE

CHIMNEY

FROM FIRST

FLOOR TO

UNDERSIDE OF
ROOF

REMOVE PLASTER AND

LATH DOWN TO STUDS
THROUGHOUT, TYP.
112

SIDE PORCH
10' - 2"
REMOVE EXT. WALL

ASSEMBLY AT PORCH

ENCLOSURE

REMOVE FLOORING DOWN TO SHEATIHNG
124

PARTIALLY REMOVE WALL FOR DOOR
OPENING. REFER TO A2.01

SHEET NOTES (DEMOLITION)

1. THIS SHEET SHOWS ONLY (E) CONDITIONS. VERIFY CON DITION OF ALL FRAMING MEMBERS WITH ARCHITECT. REMOVE
DAMAGED MEMBERS AND PROVISIONALLY SHORE AS REQUIRED.

SEE STRUCTURAL DWGS.

2. REFER TO STRUCTURAL DWGS. FOR TEMPORARY SHORING
REQUIRED.

3. REMOVE ALL INTERIOR PLASTER FROM WALLS DOWN TO W OOD FRAMING.

4. ALL WINDOWS TO REMAIN U.N.O. PROTECT SASHES, HEA D,
JAMB, SILL AND FRAME IN PLACE.

5. REMOVE ALL BROKEN GLAZING FROM WINDOWS.

6. REMOVE ALL PLUMBING FIXTURES AND PIPING U.N.O.

7. REMOVE ALL MECHANICAL EQUIPMENT AND DUCTS U.N.O.

8. REMOVE ALL ELECTRICAL EQUIPMENT, SWITCHES, RECEP TICALS AND JUNCTION BOXES ON WALLS AND BASEBOARDS.

9. REMOVE ALL FLOORING MATERIAL DOWN TO FLOOR SHEAT HING.

10. THE SCOPE OF WORK WILL INVOLVE THE REMOVAL AND/ OR
ABATEMENT OF SURFACES THAT MIGHT CONTAIN LEAD. A

HAZARDOUS MATERIAL SURVEY WAS NOT CONDUCTED FOR
THIS PROJECT. THE CONTRACTOR SHALL FURNISH ALL LABOR,

MATERIALS, SERVICES, INSURANCE, EQUIPMENT AND

DECONTAMINATION FACILITIES TO CARRY OUT THE COMPLETE
REMOVAL AND DISPOSAL OF LCS.

CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:18 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
AD2.01

FIRST FLOOR

DEMOLITION PLAN
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN

PLAN LEGEND
N0 2' 4' 8'
SCALE: 1/4" = 1'-0"
1/4" = 1'-0" 1 FIRST FLOOR DEMO PLAN

KEY NOTES

REMOVE LATH & PLASTER

CEILING
REMOVE CEILING, TYP.

REMOVE LATH &

PLASTER CEILING

REMOVE LATH &

PLASTER CEILING
PROTECT INPLACE THE BEADBOARD CEILING @ ROOF EAVES, TYP.

PROTECT FASCIA BOARD IN PLACE, TYP.

REMOVE BEADBOARD CEILING

REMOVE LATH AND

PLASTER CEILING
(E) WALL TO REMAIN
(E) WALL TO BE DEMOLISHED
(E) DOOR TO BE DEMOLISHED

ROOF OVERHANG
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:18 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
AD2.02

REFLECTED CEILING

DEMOLITION PLAN
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN
N
0 4' 8' 16'

PLAN LEGEND
1/4" = 1'-0" 1 FIRST FLOOR REFLECTED CEILING PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

PLAN LEGEND

KEY NOTES

DEMOLITION REFLECTED CEILING PLAN NOTES

1. ALL (E) CEILING TO BE REMOVED U.N.O.

2. ALL CEILING FIXTURES AND JUNCTION BOXES TO BE REM OVED.

3. THE SCOPE OF WORK WILL INVOLVE THE REMOVAL AND/OR
ABATEMENT OF SURFACES THAT MIGHT CONTAIN LEAD. A

HAZARDOUS MATERIAL SURVEY WAS NOT CONDUCTED FOR THIS
PROJECT. THE CONTRACTOR SHALL FURNISH ALL LABOR,

MATERIALS, SERVICES, INSURANCE, EQUIPMENT AND

DECONTAMINATION FACILITIES TO CARRY OUT THE COMPLETE
REMOVAL AND DISPOSAL OF LCS.

AD3.01
1 AD3.01
2 AD3.02
2 AD3.02
1 REMOVE ROOFING MATERIAL

AND SHEATHING TO WOOD

FRAMING THROUGHOUT

REMOVE THE GABLE ROOF FRAMING,

SHEATHING AND THE ROOF MATERIAL

REMOVE THE EXHAUST
VENT FIXTURE.

EXISTING OPENINGS IN ROOF

AT FORMER CHIMNEY

LOCATION

REMOVE AND REINSTALL THE CORNICE
AND FASCIA BD. STORE IN A SAFE
LOCATION.

ROOF SHEET NOTES (DEMOLITION)

1. THIS SHEET SHOWS ONLY (E) CONDITIONS. VERIFY CON DITION OF ALL FRAMING MEMBERS WITH ARCHITECT. REMOVE
DAMAGED MEMBERS AND PROVISIONALLY SHORE AS REQUIRED.

SEE STRUCTURAL DWGS.

2. REFER TO STRUCTURAL DWGS. FOR TEMPORARY SHORING
REQUIRED.

3. THE SCOPE OF WORK WILL INVOLVE THE REMOVAL AND/O R
ABATEMENT OF SURFACES THAT MIGHT CONTAIN LEAD. A

HAZARDOUS MATERIAL SURVEY WAS NOT CONDUCTED FOR
THIS PROJECT. THE CONTRACTOR SHALL FURNISH ALL LABOR,

MATERIALS, SERVICES, INSURANCE, EQUIPMENT AND

DECONTAMINATION FACILITIES TO CARRY OUT THE COMPLETE
REMOVAL AND DISPOSAL OF LCS.

CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:19 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
AD2.03

ROOF DEMOLITION

AND PROTECTION
PLAN
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN

PLAN LEGEND
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

KEY NOTES
1/4" = 1'-0" 1 ROOF LEVEL

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
N101 N104
101

REMOVE EXISTING ROOF TO RAFTERS

REMOVE AND REINSTALL THE CORNICE
AND FASCIA BD. STORE IN A SAFE
LOCATION.

PROTECT THE DECORATIVE BRACKETS IN-
PLACE

DEMO THE STOREFRNT
SYSTEM. REMOVE THE
MULLIONS AND GLAZING.

DECORATIVE BALUSTERS

TO REMAIN IN-PLACE
PROTECT THE EXTERIOR WD SIDING.

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
W101 W102 W103

REMOVE ROOFING MATERIAL AND SHEATHING

TO WOOD RAFTER

REMOVE AND REINSTALL THE
CORNICE AND FASCIA BD. STORE IN
A SAFE LOCATION.

PROTECT THE DECORATIVE BRACKETS IN-
PLACE

DEMO THE STOREFRONT
SYSTEM. REMOVE THE
MULLIONS AND GLAZING.

DECORATIVE BALUSTERS

TO REMAIN IN-PLACE

REMOVE THE GABLE

ROOF MEMBRANE,

SHEATHING AND THE
STRUCTURE, TYP.

REMOVE THE WD POSTS

EXISTING OPENINGS IN ROOF

AT FORMER CHIMNEY

LOCATION
(E) WALL TO REMAIN
(E) WALL TO BE DEMOLISHED
(E) DOOR TO BE DEMOLISHED

ROOF OVERHANG
1/4" = 1'-0" 2 WEST ELEVATION
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c1 2 3 4
1 2 3 4
A
B
C
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

NOT FOR CONSTRUCTION

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:26 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
AD3.01

NORTH AND WEST

EXTERIOR

ELEVATIONS
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN
1/4" = 1'-0" 1 NORTH ELEVATION
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

GRAPHICS LEGEND

DEMOLITION NOTES

1. VERIFY CONDIITON OF ALL FRAMING MEMBERS WITH ARH CITECTS. REMOVE DAMAGED MEMEBRS AS REQUIRED. SEE STRUCTURAL DWGS.

2. REFER TO STRUCTURAL DWGS FO RTEMPORARY SHORING R EQUIRED.

3. ALL WINDOWS TO REMAIN U.N.O. SASH, JAMBS, HEAD, TRIMS TO REMAIN IN- PLACE.

4. CAREFULLY REMOVE THE DOORS AND DOOR FRAMES AS ME NTIONED.

5. REMOVE ALL BROKEN GLAZING FROM WINDOWS.

6. REMOVE ALL PLUMBING FIXTURES- CUT/CAP PIPES U.N.O .

7. REMOVE ALL MECHANICAL EQUIPEMENT AND DUCTS U.N.O .

8. REMOVE ALL ELECTRICAL EQUIPEMENTS U.N.O.

9. REMOVE ALL CARPET PATCH AND REPAIR FLOOR SHEATHI NG AND PLANS AS REQD.

10. THE SCOPE OF WORK WILL INVOLVE THE REMOVAL AND ABADEMENT OF SURFACES THAT MIGHT CONTAIN LEAD. HAZARDOUS MATERIAL SURVEY IS NOT CONDUCTED FOR THIS PROJECT. THE CONTRACTOR SHALL FURBISH ALL

LABOR, MATERIALS, SERVICES, INSURANCE, EQUIPEMENT AND

DECONTAMINATION FACLITIES TO CARRY OUT THE COMPLETE REMOVAL AND DISPOSAL OF LCS.

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"

REMOVE EXISTING ROOFING MATERIAL AND

SHEATHING TO WOOD RAFTER

REMOVE AND REINSTALL THE
CORNICE AND FASCIA BD. STORE
IN A SAFE LOCATION.

REMOVE THE GABLE ROOF

MEMBRANE, SHEATHING AND THE

STRUCTURE

REMOVE THE WD POSTS

PROTECT THE DECORATIVE BRACKETS IN-PLACE
S101 S103 S104
124

EXISTING OPENINGS IN ROOF

AT FORMER CHIMNEY

LOCATION
PROTECT THE EXTERIOR WD SIDING.

REPAIR AS REQD.

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
3' - 0"
13' - 0"
23' - 0"

REMOVE WALL ASSEMBLY, DOOR

AND WINDOWS AT PORCH

ENCLOSURE

DEMO THE STOREFRONT
SYSTEM. REMOVE THE
MULLIONS AND GLAZING.

REMOVE ROOFING MATERIAL AND SHEATHING

TO WOOD FRAMING

REMOVE AND REINSTALL THE
CORNICE AND FASCIA BD, TYP.

STORE IN A SAFE LOCATION.

REMOVE THE GABLE

ROOF MEMBRANE,

SHEATHING AND THE

STRUCTURE

REMOVE THE WD POSTS

REMOVE WD WINDOWS

REMOVE DOOR AND

TRANSOM ABOVE
E109 E108 E107
122
E104 E105 E106

PROTECT THE DECORATIVE

BRACKETS IN-PLACE

DECORATIVE BALUSTERS

TO REMAIN IN-PLACE

PROTECT THE
EXTERIOR WD SIDING.

REPAIR AS REQD.
(E) WALL TO REMAIN
(E) WALL TO BE DEMOLISHED
(E) DOOR TO BE DEMOLISHED

ROOF OVERHANG
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c1 2 3 4
1 2 3 4
A
B
C
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

NOT FOR CONSTRUCTION

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:30 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
AD3.02

SOUTH AND EAST

EXTERIOR

ELEVATIONS
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN
1/4" = 1'-0" 1 SOUTH ELEVATION
1/4" = 1'-0" 2 EAST ELEVATION
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

SHEET NOTES

1. AS-BUILD DRAWING MEASUREMENTS WERE TAKEN
IN FIELD ON SITE VISIT (07/09/2024).

2. CONTRACTOR SHOULD CONFIRM ALL
MEASUREMENTS PRIOR TO CONSTRUCTION.

3. THE HOUSE CURRENTLY SITS ON CRIBBING.

GRAPHICS LEGEND

DEMOLITION NOTES

1. VERIFY CONDIITON OF ALL FRAMING MEMBERS WITH ARH CITECTS. REMOVE DAMAGED MEMEBRS AS REQUIRED. SEE STRUCTURAL DWGS.

2. REFER TO STRUCTURAL DWGS FO RTEMPORARY SHORING R EQUIRED.

3. ALL WINDOWS TO REMAIN U.N.O. SASH, JAMBS, HEAD, TRIMS TO REMAIN IN- PLACE.

4. CAREFULLY REMOVE THE DOORS AND DOOR FRAMES AS ME NTIONED.

5. REMOVE ALL BROKEN GLAZING FROM WINDOWS.

6. REMOVE ALL PLUMBING FIXTURES- CUT/CAP PIPES U.N.O .

7. REMOVE ALL MECHANICAL EQUIPEMENT AND DUCTS U.N.O .

8. REMOVE ALL ELECTRICAL EQUIPEMENTS U.N.O.

9. REMOVE ALL CARPET PATCH AND REPAIR FLOOR SHEATHI NG AND PLANS AS REQD.

10. THE SCOPE OF WORK WILL INVOLVE THE REMOVAL AND ABADEMENT OF SURFACES THAT MIGHT CONTAIN LEAD. HAZARDOUS MATERIAL SURVEY IS NOT CONDUCTED FOR THIS PROJECT. THE CONTRACTOR SHALL FURBISH ALL

LABOR, MATERIALS, SERVICES, INSURANCE, EQUIPEMENT AND

DECONTAMINATION FACLITIES TO CARRY OUT THE COMPLETE REMOVAL AND DISPOSAL OF LCS.

LIVING ROOM

DINING ROOM

HALLWAY

KITCHEN

LAUNDRY/
PANTRY BATH-1

NORTH PORCH
E103
E101
E102
S104 S103 S101
W103
W102
W101
N104 N103 N102 N101
E106
E105
E104
E107
E108
E109
102
101
118
108
120
121
107
119
122
BEDROOM - 1
BEDROOM - 2
BEDROOM - 3
112

REMOVE (E) BEADBOARD

WAINSCOATING
1 4
3 2

REMOVE (E) WD

SKIRTBOARD

REMOVE (E) BEADBOARD

WAINSCOATING

ROOF OVERHANG
1- (E) BEADBOARD WAINSCOATING TO

REMAIN-PLACE
1- REMOVE (E) BEADBOARD

WAINSCOATING
2 - (E) SKIRT BOARD TO REMAIN IN-
PLACE
2- REMOVE (E) SKIRT-BOARD
3 - WD WINDOW TRIMS TO REMAIN IN-
PLACE
4 - DOOR TRIMS TO REMAIN IN-PLACE

WAINSCOATING

SKIRTBOARD

INTERIOR EXTERIOR
SILL
HEAD
SASH

DOOR TRIM

AND CASING
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:34 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
AP2.01

FIRST FLOOR

PROTECTION PLAN
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN

PLAN LEGEND
N0 2' 4' 8'
SCALE: 1/4" = 1'-0"
1/4" = 1'-0" 1 FIRST FLOOR PROTECTION PLAN

TEMPORARY PROTECTION

PLAN NOTES
GENERAL:

1. IN GENERAL, THE HISTORIC MATERIALS AND CHARACTER-DEFINING

FEATURES WITHIN THE AREAS OF WORK AND THROUGHOUT THE CAMPUS

SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION OR-

REMOVED,STORED, AND REINSTALLED FOLLOWING THE INSTALLATION OF NEW SYSTEMS.

2. THE PURPOSE OF TEMPORARY PROTECTION MEASURES IS TO PREVENT AND AVOID DAMAGE TO HISTORIC STRUCTURES, ARTIFACTS, AND MATERIALS.

TEMPORARY PROTECTION MEASURES SHALL BE INSTALLED RIOR TO

CONSTRUCTION AND REMOVED AFTER CONSTRUCTION HAS BEEN
COMPLETED.PROTECT IN PLACE
• ACCEPTABLE PROTECTION MATERIALS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING.
a. PLYWOOD: PLYWOOD CONFORMING THE REQUIREMENTS OF US
DEPARTMENT OF COMMERCE PRODUCT STANDARDS PS 1-19; CLEAN AND FREE OF MOLD, ALGAE, MILDEW, OR OTHER BIOLOGICAL GROWTH. b. DIMENSIONAL LUMBER: NOMINAL 2X, NOMINAL 1X1 NAILERS, FIRE- RETARDANT-TREATED; CLEAN AND FREE OF MOLD, ALGAE, MIL-DEW, OR OTHER BIOLOGICAL GROWTH.
c. BUILDING PAPER: NON-ASPHALTIC ROSIN PAPER, FABRIC OR EQUAL, COMPATIBLE WITH FLOORING, WALL, OR CASEWORK SURFACE.
d. POLYETHYLENE SHEET: REINFORCED, FIRE-RESISTIVE SHEET, 10-MIL MINIMUM THICKNESS, WITH FLAME-SPREAD RATING OF 15 OR LESS IN ACCORDANCE WITH ASTM E84 AND PASSING NFPA 701 TEST METHOD 2. e. NEOPRENE PADS, NON-STAINING, MINIMUM THICKNESS 1/4”. f. FOAM WRAP: ACID-FREE, LOW-DENSITY POLYETHYLENE CLOSED- CELL FOAM.
g. FOAM SANDWICH BOARD: POLYSTYRENE FOAM SANDWICHED

BETWEEN VARIOUS LINERS,
IN ACID-FREE FORM: FOME-COR, INTERNA-TIONALPAPER CO OR EQUAL. h. POLYESTER FILM: MYLAR D, E.I. DUPONT DE NEMOURS CO OR EQUAL. i. FIBERBOARD: FIRE-TREATED, UNFACED PANELS, 1/2”THICK.

ACCEPTABLE PRODUCT: HOMASOTE NFCR OR EQUAL.
j. FASTENERS: WOOD SCREWS, TYPE 302 STAINLESS STEEL
k. DUST-CONTROL ADHESIVE-SURFACE WALK-OFF MATS: PROVIDE MATS, MINIMUM 36 BY 60 INCHES.
• SUBMIT A WRITTEN, DETAILED DESCRIPTION OF MATERIALS, METHODS,

EQUIPMENT, AND SEQUENCE OF OPERATIONS TO BE USED FOR

PROTECTION OF HISTORIC MATERIALS AND FEATURES TO REMAIN PROTECTED IN PLACE.
a. INCLUDE PRODUCT DATA INFORMATION FOR MATERIALS USED IN PROTECTING, PACKAGING, AND CRATING ITEMS.
• EXTERIOR & SITE
a. CARE SHALL BE TAKEN TO AVOID DAMAGE TO EXTERIOR WALLS,

DOORS, WINDOWS, AND GLAZING, TRIM, CANOPIES, FIXTURES, AND

DECORATIVE ELEMENTS ON EXTERIOR WALLS AND IN HISTORIC
LANDCAPED AREAS.
b. PROTECT ITEMS IN HIGH TRAFFIC AREAS AND ADJACENT TO
WHERE DEMOLITION WORK IS OCCURING.
c. PROTECT CONCRETE PAVING, WALKWAYS, CURBS AND STEPS,

AND CANOPIES AND WALKWAY COVERINGS AROUND

CONTRIBUTING HISTORIC BUILDINGS AND ASSOCIATED
HISTORIC LANDSCAPED AREAS.
d. SEE XXXX FOR THE EXISTING TREE AND PLANTING PROTECTION. e. PROTECT -OR-REMOVE AND REINSTALL EXTERIOR DOORS AT
HISTORIC BUILDINGS AS APPROPRIATE.
f. PROTECT ANY (E) GLAZING USING PLYWOOD PRIOR TO
REHABILITATION. FOLLOWING WORK, REMOVE PLYWOOD AND
REVIEW WINDOW CONDITIONS WITH ARCHITECT. PATCH
ANY HOLES FROM PLYWOOD INSTALLATION.
• INTERIOR
a. PROTECT ORIGINAL BUILT-IN BOOKCASES, CABINETS, AND
CASEWORK TO LIMIT DAMAGE DURING CONSTRUCTION.
b. MAKE SURE ANY DOORS ARE IN THE LOCKED POSITION.
c. SECURE ANY DRAWERS IN THE CLOSED POSITION.
d. WRAP CASEWORK IN QUILTED PADDING, PROPERLY SECURING
PADDING. DO NOT DAMAGE WOOD SURFACES.
1- BEADBOARD WAINSCOATING
2- SKIRTBOARD
3- WINDOW
4- DOORS
UP
UP
UP

ADJACENT HOUSING DEVELOPMENT

SCEHEME (NOT IN SCOPE)

ADJACENT HOUSING

DEVELOPMENT SCEHEME
(NOT IN SCOPE)

ADJACENT HOUSING

DEVELOPMENT SCEHEME
(NOT IN SCOPE)

PROPERTY LINE
CONCRETE PATHWAY. SEE

CIVIL DWGS

SIDWALK

PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
20' - 7"
5' - 0"
45' - 5"
16' - 0"
5' - 4"
92' - 2"
32' - 9"
49' - 7"
29' - 3"

SCHOLLE HOUSE RELOCTAED

TO THE CURRENT LOCATION
ON SITE.

FINISH FACE OF THE

BUILDING

W PONDEROSA DRIVE AT SPRINGVILLE DRIVE

GRAVEL PATHWAY TO THE
HOUSE
GARAGE

DOUBLE CAR PARKING

DOUBLE CAR

DRIVEWAY,
CONCRETE.
5' - 8"
4' - 0"
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
1" = 10'-0"
10/29/2024 12:42:35 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
A1.01

SITE PLAN
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN

KEY NOTES
N
0 4' 8' 16'
SCALE: 1' = 10'-0" 1" = 10'-0" 1 SITE PLAN

SITE PLAN NOTES

1. ALL DIMENSIONS TO BE FIELD VERIFIED. BRING ANY
DISCRIPENCIES TO THE ARHCITECT'S ATTENTION.

2. LANDSCAPE DESIGN IS NOT UNDER P&T SCOPE.

3. SEE CIVIL DWGS FOR ADDITIONAL UTILITIES AND SITE
INFORMATION.

UP
UP
UP

SHEET NOTES (PLANS)

1. PLACE SHEET NOTE TEXT HERE
A3.01
2 A3.02
2 A3.02
1 A3.01
1 NORTH PORCH
42' - 2"
38' - 5"
REF
W
D

KITCHEN

LAUNDRY/
PANTRY BATH-1
BEDROOM- 1

DINING ROOM

OFFICE/
BEDROOM -3
BEDROOM-2

CABINET CL
CL
CL
CL
CL

BUILT-IN

CABINET

HALLWAY
2 A3.21
_______________
2 A3.21
_______________
1 A3.21
_______________ 1
A3.21
_______________
9' - 6" 11' - 9" 5' - 0" 10' - 4"
16' - 3" 10' - 5"
5' - 5"
9' - 7" 10' - 2"
5' - 2" 2' - 2" 4' - 3" 2' - 2"
N101 N102 N103 N104
E106
E105
E104
E103
E102
E101
S104 S103 S101
W103
W102
W101
101
102
105
109 110
111
112
114
110
104
107
103

LIVING ROOM

MEDIA WALL
________
A4.01
1 ________
A4.02
2 ________
A4.02
1 ALIGN

HARDWOOD FLOORING HARDWOOD FLOORING

HARDWOOD FLOORING

HARDWOOD FLOORING

HARDWOOD FLOORING

WOOD DECK

WOOD DECK

ROOF OVERHANG
WD POSTS, PAINTED.
4' - 7" 4' - 7" 4' - 8"
5' - 0" 9' - 6"
WD RAILING, PAINTED.
2' - 10" 10' - 2"

WD STAIRS, PAINTED

EAST PORCH
CL
CL
126
127
116
130
DW TC
WF

CONCRETE STEPS
WD RAILING, PAINTED, TYP.
133
117
ACCESS
HATCH
ABOVE
2' - 10" 10"
1' - 11"
2' - 10"
2' - 7"

WATER HEATER
17' - 0" 8' - 1" 17' - 0"
5' - 8"
11' - 4"
8' - 6"
8' - 10"
2' - 0"
2' - 0" 4' - 7"
2' - 5"
139
(E) WALL TO REMAIN

WALL TO BE CONSTRUCTED
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c1 2 3 4
1 2 3 4
A
B
C
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

NOT FOR CONSTRUCTION

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:37 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
A2.01

FIRST FLOOR PLAN
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

PLAN LEGEND

KEY NOTES
1/4" = 1'-0" 1 FIRST LEVEL FLOOR PLAN
2 A3.21
_______________
2 A3.21
_______________
1 A3.21
_______________ 1
A3.21
_______________
REFURBISH (E) BRACKET, PAINT., TYP.
106' - 0"
106' - 0" 106' - 0"
106' - 0"
106' - 0"
106' - 0"
106' - 0"
(E) BEADBOARD CEILING, REPIR AS
NEEDED. PAINTED

BEADBOARD CEILING,
TYP. PAINTED
GYP. BOARD CEILING, TYP.

PROTECT IN-PLACE BEADBOARD
CEILING AT ROOF EAVES, PAINTED.

REPAIR AS NEEDED.

LIVING ROOM DINING ROOM BEDROOM- 1

NORTH PORCH
BATH-2 WALKIN CL
BEDROOM-2 KITCHEN HALLWAY

LAUNDRY/
PANTRY BATH-1

OFFICE/
BEDROOM -3
ACCESS
HATCH

SHEET NOTES (PLANS)

1. PLACE SHEET NOTE TEXT HERE
(E) WALL TO REMAIN

WALL TO BE CONSTRUCTED

CEILING MOUNTED FIXTURE

PENDANTS

RECESSED LIGHT FIXTURES

WALL SCONCE (EXTERIOR/

INTERIOR)

UNDERCABINET LED
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:42 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
A2.02

REFLECTED CEILING
PLAN
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN
N
0 4' 8' 16'
SCALE: 1/8" = 1'-0"

PLAN LEGEND
1/4" = 1'-0" 1 GROUND LEVEL REFLECTED CEILING PLAN
N
0 4' 8' 16'
SCALE: 1/8" = 1'-0"

PLAN LEGEND

KEY NOTES
UP
UP
UP

SHEET NOTES (PLANS)

1. PLACE SHEET NOTE TEXT HERE
2 A3.21
_______________
2 A3.21
_______________
1 A3.21
_______________ 1
A3.21
_______________

FINISH FACE OF THE BUILDING
5" GUTTER, MTL, TYP.

NEW ASPHALT ROOF SHINGLES, TYP.
5" RWL, TYP.

FLAT
RIDGE
VALL

EY VALL
EY
RIDGE
RIDGE
RIDGE
RIDG
E
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:43 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
A2.03

ROOF PLAN AND

DETAILS
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN
N
0 4' 8' 16'
SCALE: 1/8" = 1'-0"

PLAN LEGEND

KEY NOTES
1/4" = 1'-0" 1 ROOF LEVEL PLAN

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
2 A3.21
_______________
2 A3.21
_______________
N101 N102 N103 N104 101

GRADE LEVEL
91' - 6"

ASPHALT SHINGLE ROOF
(E) DECORATIVE
BRACKETS. REPAIR AS
REQD. PAINT. TYP.

REPAIR AND PATCH WOOD
SIDING AS REQD ACC TO SPECS.

SPECIES, PROFILES, AND SIZE

TO MATCH (E)
CONC. FOUNDATION WALL, WITH
PAINTED PLASTER.

WD LOUVERED
WNDW. PAINTED.
(E) EXT. SIDING. REPAIR AS
REQD. PAINTED
CONC. STOOP.

WITH PAINTED
PLASTER.

WD RAILING, PAINTED.
(E) DECORATIVE BALUSTERS,
REPAIR AS REQD. PAINTED.
(E) COLUMNS WOOD.

REPAIR AS REQD.

PAINTED
(E) WD TRIM. REPAIR
AND REPAINT.

WD RAILINGS, PAINTED.

WD STRINGER, PAINTED.

DECORATIVE CORNICE
BEHIND GUTTER, PAINTED.

REPAIR (E) ENTABLATURE
AS REQD. PAINTED

REPAIR THE CORNER

BOARD BEHIND LEADER AS
REQD. PAINTED, TYP.
6' - 2" 8' - 1" 6' - 3"
5" ROUND GUTTER. METAL, TYP.
5" DIA RWL, METAL, TYP.

SHEET NOTES (ELEVATIONS)

1. SCHOLLE HOUSE CURRENTLY SITS ON ITS CORRECT LOCATION ON THE SITE. THE FIRST FLOOR FINISH LEVEL WILL BE

COORDINATED WITH THE CIVIL DRAWINGS BEFORE
CONSTRUCTION.

2. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. BRING ANY DISCRIPENCY TO THE ARHCITECTS ATTENTION.

3. ALL EXTERIOR SIDING TO REMAIN U.N.O. REPAIR AS REQUIRED.

PATCH AND REPLACE MISSING ANF HEAVILY DAMAGED MEMBERS
AS PER SPECIFICATION SECTION XX.XXX

4. ALL EXTERIOR WALLS TO BE PAINTED, TYP.

5. REPAIR/ RESTORE ALL THE WINDOWS AS NEEDED. SILL, JAMBS AND HEAD TO REMAIN U.N.O.

6. REPAIR (E) WOOD TRIM. PAINT.

7. REPAIR ALL THE ROOF EAVES AS REQD. REPLACE DAMGED
MEMEBERS TO MATCH (E) PAINT.

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
1 A3.21
_______________
1 A3.21
_______________
W101 W102 W103

GRADE LEVEL
91' - 6"
CONC. STOOP, PAINTED

PLASTER
WD RAILINGS, PAINTED.

CONC. FOUNDATION

ASPHALT SHINGLE ROOF

REPAIR AND PATCH WOOD
SIDING AS REQD ACC TO SPECS.

SPECIES, PROFILES, AND SIZE

TO MATCH (E)
(E) COLUMNS WOOD. REPAIR
AS REQD. PAINTED

REPAIR (E) ENTABLATURE
AS REQD. PAINTED
(E) DECORATIVE BALUSTERS,
REPAIR AS REQD. PAINTED.
(E) DECORATIVE BRACKETS.

REPAIR AS REQD. PAINT. TYP.

DECORATIVE CORNICE
BEHIND GUTTER, PAINTED. REPAIR THE CORNER BOARD AS
REQD. PAINTED, TYP.
5" GUTTERS. METAL, TYP.
5' - 2" 16' - 6"
4"
5" RWL, MTL, TYP.
1/4" = 1'-0" 1 WEST ELEVATION
TITLE
ISSUE

SEAL & SIGNATURE

ISSUE DATE
PAGE & TURNBULL, INC. 2021 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

NOT FOR CONSTRUCTION
CLIENT

CONSULTANT

ARCHITECT

PROJECT
417 SOUTH HILL STREET, SUITE 211
LOS ANGELES, CA 90013
TEL 213.221.1200
WWW.PAGE-TURNBULL.COM
As indicated
10/29/2024 12:42:45 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

EXTERIOR

ELEVATIONS -I
ND
HM
24162

10.28.2024

SCHEMATIC
DESIGN

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
A3.01
1/4" = 1'-0" 2 NORTH ELEVATION
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

KEY NOTES

SHEET NOTES (ELEVATIONS)

1. SCHOLLE HOUSE CURRENTLY SITS ON ITS CORRECT LOCATION ON THE SITE. THE FIRST FLOOR FINISH LEVEL WILL BE

COORDINATED WITH THE CIVIL DRAWINGS BEFORE
CONSTRUCTION.

2. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. BRING ANY DISCRIPENCY TO THE ARHCITECTS ATTENTION.

3. ALL EXTERIOR SIDING TO REMAIN U.N.O. REPAIR AS REQUIRED.

PATCH AND REPLACE MISSING ANF HEAVILY DAMAGED MEMBERS
AS PER SPECIFICATION SECTION XX.XXX

4. ALL EXTERIOR WALLS TO BE PAINTED, TYP.

5. REPAIR/ RESTORE ALL THE WINDOWS AS NEEDED. SILL, JAMBS AND HEAD TO REMAIN U.N.O.

6. REPAIR (E) WOOD TRIM. PAINT.

7. REPAIR ALL THE ROOF EAVES AS REQD. REPLACE DAMGED
MEMEBERS TO MATCH (E) PAINT.

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
S101 S103 S104

GRADE LEVEL
91' - 6"

ASPHALT SHINGLE ROOF
(E) DECORATIVE BRACKETS.

REPAIR AS REQD. PAINT. TYP.

REPAIR AND PATCH WOOD
SIDING AS REQD ACC TO SPECS.

SPECIES, PROFILES, AND SIZE

TO MATCH (E)
CONC. FOUNDATION

WALLS WITH PAINTED
PLASTER.

WD RAILINGS, PAINTED.

DECORATIVE CORNICE BEHING GUTTERS, PAINTED.

WD COLUMNS, PAINTED.

REPAIR THE CORNER
BOARD AS REQD.

PAINTED, TYP.

WD STAIRS, PAINTED.
5" GUTTERS METAL, TYP.
124
5" RWL, METAL, TYP.

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
1 A3.21
_______________
1 A3.21
_______________
E104 E105 E106
E101 E102 E103
107

GRADE LEVEL
91' - 6"

REPAIR THE CORNER

BOARD BEHIND THE
GUTTER. PAINTED, TYP.

ASPHALT SHINGLE ROOF
(E) DECORATIVE BRACKETS.

REPAIR AS REQD. PAINT. TYP.

REPAIR AND PATCH WOOD
SIDING AS REQD ACC TO SPECS.

SPECIES, PROFILES, AND SIZE

TO MATCH (E)
CONC. FOUNDATION

WALLS WITH
PAINTED PLASTER.

DECORATIVE CORNICE BEHIND GUTTER, PAINTED.

WD POSTS, PAINTED.

WD STAIRS, PAINTED.

CONC. STOOP, WITH PAINTED PLASTER
REPAIR (E) ENTABLATURE AS REQD.

PAINTED
(E) WOOD COLUMNS. REPAIR AS
REQD. PAINTED
5" ROUND GUTTERS. METAL, TYP.

CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:46 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
A3.02

EXTERIOR

ELEVATIONS- II
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN
1/4" = 1'-0" 1 SOUTH ELEVATION
0 4' 8' 16'
SCALE: 1/8" = 1'-0"

KEY NOTES
1/4" = 1'-0" 2 EAST ELEVATION

SHEET NOTES (SECTIONS)

1. PLACE SHEET NOTE TEXT HERE

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
1 A3.21
_______________
1 A3.21
_______________

GRADE LEVEL
91' - 6"
254 SF

LIVING ROOM
112 SF

HALLWAY
111 SF

NORTH PORCH
103 116 114
5" RWL, MTL, TYP.
5" ROUND GUTTER, MTL, TYP.

CONC.

STAIRS

WD RIALINGS,
PAINTED, TYP.

GYP BD, CEILING, PAINTED, TYP.

REPAIR, PATCH AND REPAINT (E) BEADBOARD CEILING AT ROOF EAVES, TYP.

REPAIR (E) ROOF RAFTERS AS
REQD. SEE STRUCTURAL DWGS,
TYP.

ASPHALT ROOF SHINGLES, TYP.

SHEATHING FOR ADDITIONAL SUPPORT,
SEE STRUCTURAL DWGS, TYP.

WD STAIRS, PAINTED, TYP.

FIRST FLOOR LEVEL
96' - 0"

TOP OF WALL
106' - 0"

ROOF LEVEL
116' - 0"
2 A3.21
_______________
2 A3.21
_______________
178 SF
BEDROOM-2
112 SF

HALLWAY

GRADE LEVEL
91' - 6"
199 SF

KITCHEN
109 110 105 104
5" RWL, MTL, TYP.

BEADBOARD CEILING AT THE SIDE PORCH
68 SF

SIDE PORCH

REPAIR ROOF RAFTER AS NEEDED,
SEE STRUCTURAL DWGS, TYP.

SHEATHING FOR ADDITIONAL SUPPORT,
SEE STRUCTURAL DWGS, TYP.

FOUNDATION

WALL, CONC,
PAINTED, TYP.

WD RAILING, PAINTED, TYP.

WD STAIRS, PAINTED, TYP.

INFILL OPENING WITH WOOD SIDING AS REQD ACC TO
SPECS. SPECIES, PROFILES, AND SIZE TO MATCH (E)
5" GUTTER, MTL, TYP.

ASPHALT SHINGLE ROOF MEMBRANE
CLIENT
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
523 W 6TH ST SUITE 1013,
LOS ANGELES, CA,90014
TEL 916.930.9903
WWW.PAGE-TURNBULL.COM
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
SCHEMATIC DESIGN SET 10.28.2024
As indicated
10/29/2024 12:42:47 PM
Autodesk Docs://24162 Scholle House HSR/2162_ScholleHouse Rehabilitation_R23.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camarillo, CA, 93010
A3.21

BUILDING SECTIONS
ND
HM
24162

10.28.2024

SCHEMATIC DESIGN

KEY NOTES
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
1/4" = 1'-0" 2 SECTION THROUGH HALLWAY LOOKING EAST
1/4" = 1'-0" 1 SECTION THROUGH KITCHEN LOOKING NORTH

GENERAL NOTES

1. PRIOR TO SUBMITTING BID, MECHANICAL CONTRACTOR SHALL

BECOME FULLY ACQUAINTED WITH THE CONDITIONS OF THE
PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND

OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY

NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE
CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER

AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO
SUBMISSION OF BID.

2. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS

WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY
INSTALLATION. INSTALL DUCTWORK AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID
CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK TO

AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING
FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK OF

COORDINATION WILL BE THE RESPONSIBILITY OF THE
MECHANICAL CONTRACTOR AT NO EXTRA COST TO THE OWNER.

3. AVOID DAMAGING SURFACES AND EQUIPMENT DURING WORK.

REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA
COST TO THE OWNER.

4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL

PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR
UNLESS OTHERWISE NOTED. TEMPERATURE SENSORS, HUMIDITY

SENSORS AND CARBON DIOXIDE SENSORS SHALL BE FURNISHED

BY THE OWNER AND INSTALLED BY BMS CONTRACTOR, UNLESS
NOTED OTHERWISE ON DRAWINGS. THERMOSTATS SHALL BE
PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR.

5. MECHANICAL EQUIPMENT AND DUCTWORK ARE SHOWN AT
APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK

LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS

REQUIRED TO FIT THE DUCTWORK WITHIN THE AVAILABLE
SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET

MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE

CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND
EQUIPMENT.

6. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF
(INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM
EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE

INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING
CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE.

SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS
INSULATION. REMOVE DEBRIS FROM CEILING/RETURN AIR
PLENUM INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL

DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY

DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED

DURING THE CONSTRUCTION PERIOD BEFORE NEW FILTERS ARE

INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE
OWNER.

7. INSTALL DUCTWORK PARALLEL TO BUILDING COLUMN LINES
UNLESS OTHERWISE NOTED.

8. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT,

DUCTWORK SHALL BE FASTENED TO BUILDING JOISTS OR
BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE
ABOVE FLOOR SLAB OR ROOF.

9. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH

LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE
SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT.

10. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

11. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF

DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO

MEET THE CEILING, WALL AND DUCT INSTALLATION
REQUIREMENTS.

12. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND

GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID
AND LIGHTING LOCATIONS.

13. LOCATE AND SET TEMPERATURE SENSORS AT LOCATIONS
SHOWN ON PLANS. VERIFY EXACT LOCATIONS WITH ARCHITECT
PRIOR TO INSTALLATION. INSTALL DEVICES 48" AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON DWGS.

PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON
EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT
PROVIDED BY DIVISION 26.

14. COORDINATE THE LOCATION AND ELEVATION OF WALL -MOUNTED

DEVICES WITH PRESENTATION BOARDS, DISPLAY CABINETS,

SHELVES OR OTHER COMPONENTS SHOWN ON THE

ARCHITECTURAL DRAWINGS THAT ARE TO BE INSTALLED UNDER
OTHER DIVISIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR

RELOCATION OF WALL -MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION.

15. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT

TAKEOFF FROM MAIN SUPPLY, RETURN, OUTDOOR AND EXHAUST
AIR DUCTS.

16. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY,

RECTANGULAR/ROUND BRANCH DUCT TAKEOFF FITTING WITH

MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR

BRANCH DUCT CONNECTIONS AND TAKE -OFFS TO INDIVIDUAL
DIFFUSERS, REGISTERS AND GRILLES.

17. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED.

18. RIGID DUCTWORK INSULATION: PROVIDE 3/4 LB DENSITY, 3" (R -8)

THICK, INSULATION WRAP ON RIGID ROUND, CONCEALED (NON -

CONDITIONED SPACE), SUPPLY AND RETURN AIR DUCTS AND ON
OUTSIDE AIR DUCTS.DUCT SIZES ON MECHANICAL PLANS

INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS, INCREASE SHEET METAL SIZES ACCORDINGLY.

19. PROVIDE EQUIPMENT VENTS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS AND EQUIPMENT SPECIFICATIONS. KEEP
PENETRATIONS THROUGH ROOF A MINIMUM OF 10' -0" FROM HVAC EQUIPMENT FRESH AIR INLETS AND 2' -0" FROM ROOF PARAPETS.

20. PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO
TESTING, ADJUSTING AND BALANCING. AND BEFORE TURNING
SYSTEM(S) OVER TO OWNER.

21. PLACEMENT, DUCTING AND STARTUP OF THE MECHANICAL UNITS SHALL BE BY THE MECHANICAL CONTRACTOR.

22. EITHER WHEN STORED OR MOVED INTO ROUGH FRAME, HVAC

EQUIPMENT OPENINGS AND DUCTS SHALL BE PROTECTED AND
PROTECTION MAINTAINED UNTIL FINAL STARTUP OF THE SYSTEM.

23. ALL HVAC UNITS INSTALLED AND OPERATIONAL DURING

CONSTRUCTION AND UP TO THE POINT OF OCCUPANCY SHALL BE
INSTALLED WITH MERV -13 FILTERS.

24. JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING

ENVELOPE THAT ARE POTENTIAL SOURCES OF AIR LEAKAGE

SHALL BE CAULKED, GASKETED, WEATHER STRIPPED, OR
OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION.

SEC. 110.7

25. THE LESSER OF THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY SEC. 120.1 (C), OR THREE COMPLETE AIR CHANGES SHALL BE

SUPPLIED TO THE ENTIRE BUILDING DURING THE ONE -HOUR

PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY
OCCUPIED. SEC. 120.1 (D) 2.

26. NON -CENTRALIZED ENERGY MANAGEMENT SYSTEMS SHALL
HAVE SETBACK THERMOSTATS; CAPABLE TO PROGRAM

TEMPERATURE SETPOINTS FOR AT LEAST FOUR PERIODS WITHIN
A 24 -HR. PERIOD. SEC 110.2 (C)

27. THE THERMOSTATIC CONTROLS FOR HVAC SYSTEMS SHALL BE

CAPABLE OF BEING SET LOCALLY OR REMOTELY BY TO CONTROL
COMFORT HEATING DOWN TO 55 °F OR LOWER AND COOLING UP
TO 85°F OR HIGHER. THE THERMOSTATIC CONTROLS SHALL BE
CAPABLE OF PROVIDING A DEAD BAND RANGE OF AT LEAST 5°F

WITHIN WHICH HEATING AND COOLING ENERGY TO THE ZONE IS
SHUT OFF OR REDUCED TO A MINIMUM. SEC. 120.2 (A) (B)

28. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE

INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON
FAN SHUTDOWN. SEC. 120.2 (F)

29. THE PIPING FOR ALL SPACE CONDITIONING SHALL BE INSULATED IN ACCORDANCE WITH TABLE 120.3 -A.

30. SERVICE WATER HEATING SYSTEMS AND EQUIPMENT SHALL

MEET THE APPLICABLE REQUIREMENTS OF THE APPLIANCE
EFFICIENCY REGULATIONS AS REQUIRED BY SEC. 110.1. SEC.
110.3 (B)

31. ALL MECHANICAL VENTILATION AND SPACE -CONDITIONING

SYSTEMS SHALL BE DESIGNED WITH DUCTWORK, DAMPERS, AND

CONTROLS WHICH ALLOWS OUTSIDE AIR RATES TO BE

OPERATED AT THE LARGER OF

1. THE MINIMUM LEVELS SPECIFIED IN SECTION 120.1(C)3 OR

2. THE RATE REQUIRED FOR MAKE -UP OF EXHAUST SYSTEMS

THAT ARE REQUIRED FOR AN EXEMPT OR COVERED

PROCESS, FOR CONTROL OF ODORS, OR FOR THE

REMOVAL OF CONTAMINANTS WITHIN THE SPACE SEC
120.1(F)1.

32. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE

INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON
FAN SHUTDOWN. SEC. 120.2 (F).

33. HVAC SYSTEM SHALL SHUT DOWN UPON AUTOMATIC ACTIVATION OF SMOKE DAMPERS OR COMBINATION SMOKE -FIRE DAMPERS.

34. DUCTS, PLENUMS, OR FITTINGS OF METAL SHALL COMPLY WITH

SMACNA DUCT CONSTRUCTION STANDARDS - METAL AND
FLEXIBLE. SEC 602.3

35. DUCTWORK SHALL BE LEAK -TESTED IN ACCORDANCE WITH
SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. SEC. 603.10.1

36. AIR -MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM

SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED
BY A SMOKE DETECTOR LOCATED IN THE MAIN SUPPLY -AIR DUCT.

A SYSTEM MAY INCLUDE MORE THAN ONE PIECE OF AC UNIT

WHICH SERVES A COMMON SPACE WITH AGGREGATE SUPPLY
AIR OF MORE THAN 2000 CFM.

37. WHEN FIRE DETECTION OR ALARM SYSTEMS ARE PROVIDED FOR

THE BUILDING, ANY REQUIRED SMOKE DETECTORS SHALL BE

SUPERVISED BY SUCH SYSTEMS AND SHALL BE CAPABLE OF
ACTIVATING THE FIRE ALARM SYSTEM. SEC 608.1

38. ALLAPPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE

SECURELY FASTENED IN PLACE IN ACCORDANCE WITH

MANUFACTURER INSTALLATION REQUIREMENTS AND THE
BUILDING CODE. SEC 303.4

39. EACH SPACE -CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS.

1. CAPABLE OF AUTOMATICALLY SHUTTING OFF THE

SYSTEM DURING PERIODS OF NON -USE AND SHALL
HAVE
A. 4-HR TIMER OR;
B. OCCUPANCY SENSORS OR;
C. AUTO TIME SWITCH CONTROLS AND
ACCESSIBLE MANUAL OVERRIDE FOR UP TO 4 -
HRS.

2. AUTOMATICALLY RESTART AND TEMPORARILY

OPERATE THE SYSTEM TO MAINTAIN SETBACK

THERMOSTAT SETPOINTS FOR MECHANICAL HEATING
AND COOLING.

3. MULTIPURPOSE, CLASSROOMS CONFERENCE,

CONVENTION, AUDITORIUM AND MEETING CENTER

ROOMS OF CERTAIN SIZE WHICH DO NOT HAVE

PROCESSES OR OPERATIONS THAT GENERATE

DUSTS, FUMES, VAPORS OR GASSES SHALL BE

EQUIPPED WITH OCCUPANT SENSOR(S) TO

ACCOMPLISH THE FOLLOWING DURING UNOCCUPIED

PERIODS
A. AUTOMATICALLY SETUP THE OPERATING
COOLING TEMPERATURE SET POINT BY 2°F OR

MORE AND SETBACK THE OPERATING HEATING
TEMPERATURE SET POINT BY 2°F OR MORE
AND;
B. AUTOMATICALLY RESET THE MINIMUM

REQUIRED VENTILATION RATE WITH AN

OCCUPANT SENSOR VENTILATION CONTROL
DEVICE ACCORDING TO SECTION 120.1(C)5..

SEC. 120.2 (E) (1 -3)

40. AIR CONDITIONING REFRIGERANT CIRCUIT ACCESS PORTS

LOCATED OUTDOORS SHALL BE PROTECTED FROM
UNAUTHORIZED ACCESS. SEC 1105.11

41. ENVIRONMENTAL AIR DUCTS SHALL TERMINATE A MINIMUM OF THREE (3) FEET FROM PROPERTY LINE AND OPENINGS INTO THE BUILDING, TEN (10) FEET FROM FORCED AIR INLETS.

42. ENVIRONMENTAL AIR DUCT EXHAUST SHALL NOT DISCHARGE
ONTO A PUBLIC WALKWAY PER SECTION 502.2.1 OF THE
CALIFORNIA MECHANICAL CODE.

43. EXHAUST AIR OPENINGS SHALL BE COVERED WITH A SCREEN HAVING NOT LESS THAN 1/4 -INCH OPENINGS AND NOT MORE
THAN ½ -INCH OPENINGS. SEC 502.1

44. OUTDOOR AIR INTAKE OPENINGS SHALL BE COVERED WITH A SCREEN HAVING NOT LESS THAN 1/4 -INCH OPENINGS AND NOT
MORE THAN ½ -INCH OPENINGS. SEC 402.4

45. OVERFLOW DRAINS FROM A/C UNITS LOCATED IN AN ATTIC OR

FURRED SPACE SHALL DISCHARGE AT A POINT THAT IS READILY OBSERVED. SEC 310.2

46. AT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE ON

THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE

HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT

AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS

SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR

OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OR
DUST, WATER, AND DEBRIS WHICH MAY ENTER THE SYSTEM.

GREEN BUILDING CODE SEC 5.504.3

47. PRIOR TO PERMIT BEING FINALED, A COMPLETE REPORT OF THE

TESTING AND ADJUSTING SHALL BE PROVIDED TO THE OWNER
OR OWNER ’S REPRESENTATIVE AND FORM 5.410 – TESTING AND

ADJUSTING SHALL BE COMPLETED AND PROVIDED TO THE
INSPECTOR.

48. THE PERSON WITH OVERALL RESPONSIBILITY FOR

CONSTRUCTION OR THE PERSON RESPONSIBLE FOR THE

INSTALLATION OF REGULATED FEATURES, MATERIALS,

COMPONENTS, OR MANUFACTURED DEVICES SHALL POST, OR

MAKE AVAILABLE WITH THE BUILDING PERMIT(S) ISSUED FOR THE

BUILDING, THE REQUIRED INSTALLATION CERTIFICATE(S) FOR

FEATURES, MATERIALS, COMPONENTS, OR MANUFACTURED

DEVICES REGULATED BY THE APPLIANCE EFFICIENCY
REGULATIONS OR PART 6. SUCH INSTALLATION CERTIFICATE(S)

SHALL BE MADE AVAILABLE TO THE ENFORCEMENT AGENCY FOR
ALL APPROPRIATE INSPECTIONS. THESE CERTIFICATES SHALL:

1. IDENTIFY FEATURES, MATERIALS, COMPONENTS, OR

MANUFACTURED DEVICES REQUIRED TO VERIFY

COMPLIANCE WITH THE APPLIANCE EFFICIENCY
REGULATIONS AND PART 6.

2. INCLUDE A STATEMENT INDICATING THAT THE FEATURES,

MATERIALS, COMPONENTS, OR MANUFACTURED DEVISE

CONFORM TO THE APPLIANCE EFFICIENCY REGULATIONS
AND PART 6 AND THE REQUIREMENTS FOR SUCH

FEATURES,MATERIALS, COMPONENTS, OR MANUFACTURED

DEVICES GIVEN IN THE PLANS AND SPECIFICATIONS
APPROVED BY THE LOCAL ENFORCEMENT AGENCY.

3. STATE THE NUMBER OF THE BUILDING PERMIT UNDER

WHICH THE CONSTRUCTION OR INSTALLATION WAS
PERFORMED. SEC. 10 -103 (A,B)

49. THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR THE PERSON(S) RESPONSIBLE FOR

BUILDING MAINTENANCE (IN CASE OF MULTI -TENANT OR CENTRALLY OPERATED BUILDINGS) AT OCCUPANCY THE FOLLOWING:

1. OPERATING INFORMATION: THE APPROPRIATE CERTIFICATE(S) OF COMPLIANCE

AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL

DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO OPERATE THEM EFFICIENTLY.

2. MAINTENANCE INFORMATION: REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE

LABEL MAY BE LIMITED TO IDENTIFYING THE OPERATION AND MAINTENANCE MANUAL

3. VENTILATION INFORMATION: A DESCRIPTION OF THE QUANTITIES OF OUTDOOR

AND RECIRCULATED AIR THAT THE VENTILATION SYSTEMS ARE DESIGNED TO PROVIDE TO EACH AREA. SEC. 10 -103 (B) 2 -4

CODES AND STANDARDS
CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING PARTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR):

PART 1 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 2 2022 CALIFORNIA BUILDING CODE (CBC) VOLUME 1 AND 2 PART 3 2022 CALIFORNIA ELECTRICAL CODE (CEC)
PART 4 2022 CALIFORNIA MECHANICAL CODE (CMC)
PART 5 2022 CALIFORNIA PLUMBING CODE (CPC)
PART 6 2022 CALIFORNIA ENERGY CODE (CEC)
PART 7 CURRENTLY VACANT
PART 8 2022 CALIFORNIA HISTORICAL BUILDING CODE
PART 9 2022 CALIFORNIA FIRE CODE (CFC)
PART 10 2022 CALIFORNIA EXISTING BUILDING CODE
PART 11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
PART 12 2022 CALIFORNIA REFERENCED STANDARDS
U.S. DEPARTMENT OF THE INTERIOR - STANDARD FOR THE TREATMENT OF HISTORIC

PROPERTIES
PARTIAL LIST OF APPLICABLE STANDARDS:
2013 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTERS 35 AND 45.

NFPA 13, AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED) 2016 EDITION NFPA 14, STANDPIPE SYSTEMS (CALIFORNIA AMENDED) 2016 EDITION NFPA 17, DRY CHEMICAL EXTINGUISHING SYSTEM 2017 EDITION NFPA 17A, WET CHEMICAL SYSTEMS 2017 EDITION NFPA 20, STATIONARY PUMPS 2016 ED ITION NFPA 24, PRIVATE FIRE MAINS (CALIFORNIA AMENDED) 2016 EDITION NFPA 72, NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2016 EDITION (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")
NFPA 80, FIRE DOOR AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 253, CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2015 EDITION REFERENCE CODE SECTION FOR NFPA STANDARDS -2001 CBC (SFM) 3504.1 Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
12" = 1'-0"
28-10-2024 15:21:54
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
M0.01

MECHANICAL FRONT
SHEET
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS

MECHANICAL SHEET INDEX

SHEET NUMBER SHEET NAME
M0.01 MECHANICAL FRONT SHEET
M0.02 MECHANICAL NOTES
M0.03 MECHANICAL SYMBOLS AND ABBREVIATIONS
M0.04 MECHANICAL SCHEDULES
MD2.01 MECHANICAL FIRST FLOOR DEMOLITION PLAN
MD2.02 MECHANICAL ROOF DEMOLITION PLAN
M2.01 MECHANICAL FIRST FLOOR PLAN
M2.02 MECHANICAL ROOF PLAN
100% SD 10/28/2024

REFRIGERANT PIPING NOTES

1. REFRIGERANT PIPING MATERIALS AND SIZES SHALL BE PER
MANUFACTURER'S RECOMMENDATIONS.VENT ALL ENTRAINED AIR
FROM PIPING SYSTEM.

2. REFRIGERANT PIPES PENETRATING FRAMING MEMBERS SHALL BE PROTECTED BY STEEL NAIL PLATES NOT LESS THAN NO. 18 GAUGE (0.0478 INCH) IN THICKNESS. THE NAIL PLATE SHALL EXTEND ALONG THE WALL NOT LESS THAN 1 -1/2" BEYOND THE OUTSIDE DIAMETER OF THE PIPE.

COMMISSIONING NOTES

1. A COMMISSIONING PLAN AND REPORT WHICH MEETS THE
REQUIREMENTS OF THE CURRENT CEnC CODE SHALL BE

PROVIDED FOR ALL NEW MECHANICAL SYSTEMS UNLESS EXEMPT
BY CODE EXCEPTIONS.

2. A COMMISSIONING PLAN SHALL BE DEVELOPED BY A CERTIFIED

COMMISSIONING PROFESSIONAL (CCP) AND SHALL INCLUDE THE
FOLLOWING ITEMS:

2.1. A NARRATIVE DESCRIPTION OF THE ACTIVITIES THAT WILL BE

ACCOMPLISHED DURING EACH PHASE OF COMMISSIONING,

INCLUDING THE PERSONNEL INTENDED TO ACCOMPLISH
EACH OF THE ACTIVITIES.

2.2. A LISTING OF THE SPECIFIC EQUIPMENT, APPLIANCES OR

SYSTEMS TO BE TESTED AND A DESCRIPTION OF THE TESTS
TO BE PERFORMED.

2.3. FUNCTIONS TO BE TESTED, INCLUDING, BUT NOT LIMITED TO CALIBRATIONS AND ECONOMIZER CONTROLS.

2.4. CONDITIONS UNDER WHICH THE TEST WILL BE PERFORMED.

AT A MINIMUM, TESTING SHALL AFFIRM WINTER AND SUMMER
DESIGN CONDITIONS AND FULL OUTSIDE AIR CONDITIONS.

2.5. MEASURABLE CRITERIA FOR PERFORMANCE.

3. PROVIDE A "PRELIMINARY COMMISSIONING REPORT" AND A "FINAL COMMISSIONING REPORT" TO THE OWNER AND MAKE AVAILABLE
TO THE CODE OFFICIAL UPON REQUEST.

AIR BALANCING

HEATING, VENTILATION AND AIR CONDITIONING SYSTEMS (INCLUDING)

HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS.

1. AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE.

2. ACCA MANUAL B.

3. ASHRAE 111.

4. NEBB PROCEDURAL STANDARDS FOR TESTING ADJUSTING
BALANCING OF ENVIRONMENTAL SYSTEMS.

5. SMACNA HVAC SYSTEMS TESTING, ADJUSTING, AND BALANCING.

LIFE SAFETY CONTROL NOTES

COORDINATE WITH LIFE SAFETY CONTRACTOR FOR THE

INTERCONNECTING OF HVAC EQUIPMENT WITH THE BUILDING FIRE

ALARM SYSTEM FOR SHUT DOWN UPON A SIGNAL FROM THE FIRE
ALARM SYSTEM.

DUCT INSULATION

1. PORTIONS OF SUPPLY -AIR AND RETURN -AIR DUCTS CONVEYING

HEATED OR COOLED AIR LOCATED IN ONE OR MORE OF THE

FOLLOWING SPACES SHALL BE INSULATED TO A MINIMUM
INSTALLED LEVEL OF R -8:

1. OUTDOORS; OR

2. IN A SPACE BETWEEN THE ROOF AND AN INSULATED
CEILING; OR

3. IN A SPACE DIRECTLY UNDER A ROOF WITH FIXED VENTS OR OPENINGS TO THE OUTSIDE OR UNCONDITIONED SPACES;OR

4. IN AN UNCONDITIONED CRAWLSPACE; OR

5. IN OTHER UNCONDITIONED SPACES.

2. PORTIONS OF SUPPLY -AIR DUCTS THAT ARE NOT IN ONE OF THESE

SPACES, INCLUDING DUCTS BURIED IN CONCRETE SLAB, SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R -4.2 OR BE
ENCLOSED IN DIRECTLY CONDITIONED SPACE.

3. OUTSIDE AIR DUCTS LOCATED INSIDE THE BUILDING SHALL BE INSULATED WITH MINIMUM OF 1".

BUILDING FLUSHOUT

AFTER ALL INTERIOR FINISHES HAVE BEEN INSTALLED, FLUSH OUT THE

BUILDING BY SUPPLYING CONTINUOUS VENTILATION WITH ALL AIR

HANDLING UNITS AT THEIR MAXIMUM OUTDOOR AIR RATE AND ALL SUPPLY FANS AT THEIR MAXIMUM POSITION AND RATE FOR AT LEAST 14 DAYS.

1. DURING THIS TIME, MAINTAIN AN INTERNAL TEMPERATURE
OF AT LEAST 60°F AND RELATIVE HUMIDITY NO HIGHER THAN
60 PERCENT. IF EXTENUATING CIRCUMSTANCES MAKE THESE

TEMPERATURE AND HUMIDITY LIMITS UNACHIEVABLE, THE

FLUSHOUT MAY BE CONDUCTED UNDER CONDITIONS AS

CLOSE AS POSSIBLE TO THESE LIMITS, PROVIDED THAT

DOCUMENTATION OF THE EXTENUATING CIRCUMSTANCES IS
PROVIDED IN WRITING.

2. OCCUPANCY MAY START AFTER 4 DAYS, PROVIDED FLUSH -
OUT CONTINUES FOR THE FULL 14 DAYS. DURING OCCUPIED
TIMES, THE THERMAL COMFORT CONDITIONS OF TITLE 24
MUST BE MET.

MECHANICAL NOTES

SCOPE OF WORK

1. THE WORK INCLUDED UNDER THIS SECTION CONSISTS OF FURNISHING ALL

MATERIALS, EQUIPMENT AND LABOR, AND THE PERFORMING OF ALL

FUNCTIONS, EXCEPT AS OTHERWISE SPECIFIED HEREIN OR SHOWN ON THE

DRAWINGS TO BE PERFORMED BY OTHERS, AND FOR THE INSTALLATION OF ALL

HEATING AND COOLING EQUIPMENT, PIPING AND ALL DUCTWORK, GRILLES, REGISTERS, ETC., INCLUDING ALL CONNECTIONS TO EACH SYSTEM AS SPECIFIED HEREIN AND SHOWN ON THE DRAWINGS. IT SHALL FURTHER

INCLUDE FURNISHING AND INSTALLING ALL MISCELLANEOUS ITEMS REQUIRED

FOR THE OPERATION OF THE SYSTEM, WHETHER SPECIFICALLY CALLED OUT OR NOT.

2. SPECIAL INSPECTIONS: WHERE THE PLANS INDICATE SPECIAL INSPECTIONS

AND REPORT, OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ), THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, HIRE AN INDEPENDENT

THIRD PARTY INSPECTOR OR TESTING AGENCY TO PERFORM THE REQUIRED

INSPECTIONS FOR THE TYPES OF WORK REQUIRED OR IDENTIFIED ON THE SPECIAL INSPECTION FORM. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL

SIGNED REPORT TO THE REGISTERED DESIGN PROFESSIONAL ENGINEER,

PROVIDING TEST RESULTS AND STATING WHETHER THE ITEMS REQUIRING

SPECIAL INSPECTION WERE IN COMPLIANCE WITH THE INSPECTION REQUIREMENTS. PROVIDE ADDITIONAL COST FOR ENGINEER'S SEALED LETTER OF APPROVAL.

COORDINATION

1. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS. COORDINATE WORK WITH ALL TRADES TO AVOID INTERFERENCE. INSTALLED HVAC WORK WHICH INTERFERES WITH THE WORK

OF OTHER TRADES DUE TO LACK OF COORDINATION SHALL BE RE -INSTALLED AT NO ADDITIONAL COST TO THE OWNER.

2. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT, PARTITIONS, WALLS, AND GENERAL CONSTRUCTION.

3. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH OTHER TRADES AFFECTED BY EACH OTHERS WORK.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS WHICH MAY AFFECT HIS WORK BEFORE SUBMITTING BIDS.

5. PERFORMANCE OF ALL WORK SHALL BE SCHEDULED AS APPROVED BY THE OWNER. AVOID INTERFERENCE WITH FUNCTIONS IN OTHER PARTS OF THE FACILITY, AND COORDINATE WITH THE WORK OF OTHER TRADES. SERVICES

SHALL NOT BE INTERRUPTED WITHOUT WRITTEN PRIOR APPROVAL OF THE OWNER.

6. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT PERMISSION FROM THE ARCHITECT AND THE STRUCTURAL ENGINEER.

7. PROTECT EXISTING BUILDING STRUCTURE AND GROUNDS FROM DAMAGE WHICH MAY OCCUR DURING DEMOLITION WORK. ANY DAMAGE TO THE EXISTING

FACILITIES SHALL BE REPAIRED, REPLACED, OR RESTORED TO THE ORIGINAL

CONDITION AT NO ADDITIONAL COST AND TO THE SATISFACTION OF THE OWNER.

8. SPACE ABOVE CEILINGS IS CRITICAL - THE CONTRACTOR SHALL VERIFY SPACE

ABOVE CEILING & COORDINATE WITH PLUMBING, ELECTRICAL, STRUCTURAL,

FIRE PROTECTION, ARCHITECTURAL, AND ALL OTHER TRADES INVOLVED BEFORE COMMENCEMENT OF WORK.

CODES AND PERMITS

1. ALL MATERIALS, EQUIPMENT AND INSTALLATION MUST COMPLY WITH ALL

APPLICABLE LAWS, CODES, RULES AND REGULATIONS, REQUIRED BY CITY, COUNTY AND STATE, AS WELL AS FEDERAL REQUIREMENTS.

2. COMBUSTIBLE MATERIALS SHALL NOT BE USED IN A NON -COMBUSTIBLE BUILDING AS DEFINED BY THE BUILDING CODE. COMBUSTIBLE MATERIALS MAY BE PROTECTED AS SPECIFIED BY THE ENGINEER AND ARCHITECT OF RECORD.

3. PERMITS: OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES AND FEES.

4. INSPECTIONS: FURNISH OWNER WITH CERTIFICATE OF INSPECTION AND

APPROVAL BY LOCAL AUTHORITIES PRIOR TO FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL WORK MUST BE INSPECTED.

PRODUCTS

1. ALL PRODUCTS SHALL BE NEW AND UNUSED OF ESTABLISHED AND REPUTABLE AMERICAN MANUFACTURERS. ITEMS OF EQUIPMENT USED FOR THE SAME PURPOSE SHALL BE OF THE SAME MANUFACTURER.

2. SYSTEMS SHALL BE COMPLETE AND OPERABLE. ANY ACCESSORIES REQUIRED

FOR THE OPERATION OF THE SYSTEM SHALL BE INCLUDED AS THOUGH SPECIFICALLY INDICATED TO BE PROVIDED. SUCH ACCESSORIES INCLUDE BUT

ARE NOT LIMITED TO FILTERS, CONDENSATE DRAINS, RELIEF VALVES, SERVICE VALVES, THERMOSTATS, VIBRATION ISOLATORS, ETC. MOTOR STARTERS FOR

PREWIRED EQUIPMENT (AND OTHER PROTECTION AND CONTROL DEVICES) ARE ALSO INCLUDED IN THIS SPECIFICATION.

3. SPECIFIC REFERENCE TO A MANUFACTURER'S PRODUCT IS ONLY TO ESTABLISH TYPE, QUALITY, AND PERFORMANCE REQUIRED. THESE QUALIFICATIONS ARE IN

ADDITION TO THE REQUIREMENTS SHOWN ON THE DRAWINGS AND
SPECIFICATIONS. LISTING OF ALTERNATE EQUIPMENT MANUFACTURERS SHALL

NOT BE CONSTRUED AS AN UNCONDITIONAL APPROVAL OF THE PRODUCTS OF THOSE MANUFACTURERS.

4. ACCEPTABLE HVAC EQUIPMENT MANUFACTURERS: AS SPECIFIED ELSEWHERE IN THESE DOCUMENTS.

5. PROVIDE CLEARANCES AS PER MANUFACTURERS RECOMMENDATIONS.

SUBSTITUTIONS

1. SUBSTITUTIONS OF MATERIALS OR PRODUCTS SHOWN HEREIN SHALL BE BY OWNER'S, ARCHITECTS, OR ENGINEER'S WRITTEN APPROVAL. ANY DEVIATION FROM THESE DRAWINGS WILL NOT BE ALLOWED.

2. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF

ANY SUBSTITUTIONS AND COSTS OF CHANGES INCURRED BY OTHER TRADES DUE TO THE SUBSTITUTIONS. OTHER TRADES INCLUDE: ELECTRICAL,

PLUMBING, STRUCTURAL, ROOFING, OR ANY TRADE EFFECTED BY THE SUBSTITUTION.

ACOUSTICAL LINER

1. SUPPLY, RETURN AND PLENUM DUCTS SHALL BE ACOUSTICALLY LINED FOR THE FIRST 15' -0" MINIMUM FROM UNIT CONNECTION POINTS.

2. ALL SHEET METAL SUPPLY, RETURN AND PLENUM DUCTWORK REQUIRING ACOUSTICAL LINER SHALL BE LINED WITH 1" THICK LINER.

CLEANUP

1. REMOVE AS MUCH DIRT, SCRAP MATERIAL AND DEBRIS AS POSSIBLE, AT THE

END OF EACH WORKING DAY TO PREVENT HAZARDOUS CONDITIONS AND EXCESS DUST.

RELIEF VENTS

1. ALL RELIEF VENT EXTERIOR PENETRATIONS SHALL BE PROVIDED WITH COUNTERBALANCED BAROMETRIC BACKDRAFT DAMPERS.

GENERAL REQUIREMENTS FOR CONTROLS AND CONTROL WIRING

1. ALL CONTROL EQUIPMENT, INTEGRAL STARTERS, INTERLOCKING STARTERS,

SMOKE DETECTORS, RELAYS, TRANSFORMERS, PANELS AND OTHER DEVICES

SHOWN, SPECIFIED OR NEEDED FOR A COMPLETE CONTROL SYSTEM ARE TO BE PROVIDED AND INSTALLED UNDER THIS MECHANICAL DIVISION. COMPONENTS AND

WIRING NOT SHOWN, BUT REQUIRED FOR THE PROPER OPERATION OF EQUIPMENT

OR CONTROL SYSTEMS, SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE PROJECT.

2. POWER WIRING, LOW VOLTAGE WIRING AND RACEWAYS RELAT ED TO CONTROLS

SYSTEMS ARE TO BE PROVIDED AND INSTALLED UNDER THIS MECHANICAL DIVISION.

3. INSTALLATION OF ALL EQUIPMENT, DEVICES AND WIRING SHALL CONFORM TO THE NATIONAL ELECTRIC CODE. ALL CONTROLS SHALL BE FURNISHED AND PROPERLY IDENTIFIED WITH INSTRUCTIONS FOR PROPER CONNECTIONS. RESPONSIBILITY FOR

PROPER CONNECTIONS AND OPERATION IS INCLUDED UNDER THE MECHANICAL CONTRACTORS RESPONSIBILITY. VERIFY ALL VOLTAGES, PHASES AND ELECTRICAL

CONNECTIONS WITH THE ELECTRICAL CONTRACTOR BEFORE ORDERING ANY

EQUIPMENT, AND IF DISCREPANCIES OCCUR, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK.

4. ALL TEMPERATURE CONTROLS ARE TO BE TESTED, ADJUSTED, AND CALIBRATED FOR PROPER OPERATION.

5. COORDINATE EXACT THERMOSTAT AND/OR MOUNTING HEIGHT ABOVE FINISHED FLOOR AND FINAL LOCATION WITH THE ARCHITECT.

6. THERMOSTATS LOCATED ON EXTERIOR WALLS SHALL HAVE AN INSULATED SUB - BASE.

DUCT SMOKE DETECTORS

1. MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL ALL DUCT SMOKE

DETECTORS WHERE INDICATED ON THE DRAWINGS AND AS REQUIRED BY LOCAL ADOPTED CODES, LOCAL AMENDMENTS, THE BUILDING OFFICIAL.

2. SMOKE DETECTORS SHALL BE POWERED BY 24 VOLT POWER. POWER MAY BE

TAKEN FROM UNIT CONTROL TRANSFORMER IF APPROVED BY MANUFACTURER WITHOUT VOIDING WARRANTY. IF MANUFACTURER WILL NOT ALLOW ADDITIONAL CONTROL CIRCUIT LOAD, PROVIDE AND INSTALL A SECONDARY 24 VOLT

TRANSFORMER POWERED FROM EQUIPMENT POWER SUPPLY TO CONTROL SMOKE DETECTOR. ALTERNATIVE 120 VOLT POWER PROVISIONS ARE ACCEPTABLE. THE

MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL COSTS RELATED TO PROVIDING POWER TO SMOKE DETECTORS.

3. UPON ACTIVATION, SMOKE DETECTOR SHALL SHUT DOWN 24 VOLT CONTROL

POWER CIRCUIT AND ALL OPERATIONAL CAPABILITIES OF THE AIR DISTRIBUTION SYSTEMS FOR THE CONNECTED UNIT.

4. INTERFACE DETECTORS TO SUPERVISORY CIRCUIT OF FIRE ALARM SYSTEM/FIRE SPRINKLER MONITORING PANEL. IN OCCUPANCIES NOT REQUIRED TO BE EQUIPPED

WITH A FIRE ALARM SYSTEM, PROVIDE DUCT DETECTOR WITH A REMOTE LED INDICATOR LIGHT MOUNTED BELOW UNIT IN CEILING PER NFPA 72 -5-10.6.08 OR AN APPROVED LOCATION. COORDINATE WITH ELECTRICAL/FIRE ALARM CONTRACTOR PRIOR TO ROUGH -IN.

EQUIPMENT

1. ALL MECHANICAL EQUIPMENT SHALL BE PROPERLY LISTED AND LABELED BY AN APPROVED AGENCY.

2. ALL EQUIPMENT SHALL BE LABELED WITH STEEL TAGS EMBOSSED WITH 1/4" HIGH LETTERS, PERMANENTLY ATTACHED. TAG SHALL CLEARLY INDICATE THE AREA SERVED BY THE EQUIPMENT.

3. MAINTAIN MANUFACTURER'S RECOMMENDATIONS FOR ALL REQUIRED SERVICE CLEARANCES AND INSTALLATION OF EQUIPMENT.

4. REFER TO ARCHITECTURAL DRAWINGS FOR ACCESS TO ROOF INSTALLED MECHANICAL EQUIPMENT. ROOF ACCESS TO COMPLY WITH THE MECHANICAL CODE ADOPTED BY THE AUTHORITY HAVING JURISDICTION.

5. DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH ARE PORTIONS OF A

HEATING, COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE.

FINAL TESTS

1. AN INDEPENDENT AABC, NEBB OR TABB LIFE SAFETY LEVEL 2 CERTIFIED

CONTRACTOR SHALL BALANCE AIR DISTRIBUTION TO VALUES LISTED ON DRAWINGS. A FINAL COPY OF THE TEST AND BALANCE REPORT SHALL BE PROVIDED TO THE ENGINEER UPON COMPLETION OF THE REPORT. A PROJECT

SHALL NOT BE CONSIDERED IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS UNTIL SUCH A REPORT HAS BEEN PROVIDED TO THE ENGINEER.

2. BEFORE ACCEPTANCE AND FINAL PAYMENT, IT SHALL BE DEMONSTRATED THAT ALL APPARATUS IS FUNCTIONING PROPERLY AND EFFICIENTLY. THE CONTRACTOR

SHALL MAKE A THOROUGH TEST OF EACH SUPPLY, RETURN, AND EXHAUST

SYSTEMS TO ASSURE THAT EACH DIFFUSER AND REGISTER HAS THE PROPER QUANTITY OF AIR IN ACCORDANCE WITH AABC OR NEBB. PROVIDE ADDITIONAL

COMFORT BALANCE ADJUSTMENTS PER OWNER/TENANT REQUIREMENTS TO ADDRESS ANY NEEDED VARIATIONS IN DESIGN AIR FLOWS.

3. THE TEST AND BALANCE CONTRACTOR HAS THE RIGHT TO COMMUNICATE ANY INFORMATION TO THE MECHANICAL ENGINEER.

GUARANTEE

1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND

WORKMANSHIP FROM DEFECT OF WORKMANSHIP, AND SHALL REPLACE OR REPAIR

WITHOUT ADDITIONAL COST TO THE OWNER ALL DEFECTIVE MATERIAL AND WORKMANSHIP, FOR A PERIOD OF (1) YEAR AFTER COMPLETION AND ACCEPTANCE.

CLOSEOUT

1. SUBMIT THE SPECIFIED NUMBER OF COPIES OF SHOP DRAWINGS FOR MATERIALS, FIXTURES AND EQUIPMENT. INDICATE MANUFACTURERS, TRADE NAMES, SPECIFIC

MODEL NUMBERS, AND TECHNICAL INFORMATION FOR EACH ITEM BEING FURNISHED.

2. ASSEMBLE OPERATION MANUALS FOR EACH ITEM INSTALLED FURNISH EQUIPMENT CUT SHEET AND CONTROL WIRING DIAGRAMS. SUBMIT COPIES AS DEFINED UNDER GENERAL CONDITIONS.

3. ALL SYSTEMS SHALL BE COMPLETE AND FULLY OPERATIONAL. ACCEPTANCE BY THE OWNER SHALL BE A CONDITION OF THE CONTRACT.

4. ALL MATERIALS, WORKMANSHIP, AND EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER SYSTEM ACCEPTANCE.

5. PROVIDE TYPE WRITTEN OPERATING INSTRUCTIONS AND EQUIPMENT WARRANTIES TO THE OWNERS REPRESENTATIVES.

6. CONTRACTOR SHALL FURNISH RECORD SET DRAWINGS CONSISTING OF REPRODUCIBLE CAD FILES UPON COMPLETION OF WORK FOR OWNER'S USE.

MINIMUM SCALE SHALL BE 1/8"= 1' -0". THE COMPLETE SET OF RECORD DOCUMENTS IN SHALL BE IN AN AUTOCAD FORMAT AS REQUIRED BY OWNER, ON COMPACT DISC.

7. CONTRACTOR SHALL MAKE FINAL INSPECTION AND TESTS IN THE PRESENCE OF

THE OWNER AND SHALL SUPPLY ALL LABOR, MATERIALS, INSTRUMENTS, AND EQUIPMENT REQUIRED FOR TESTING.

POLLUTANT CONTROL

INDOOR AIR QUALITY DURING CONSTRUCTION

TEMPORARY VENTILATION DURING CONSTRUCTION SHALL BE
PROVIDED IN ACCORDANCE WITH THE FOLLOWING:

1. VENTILATION DURING CONSTRUCTION SHALL BE ACHIEVED

THROUGH OPENINGS IN THE BUILDING SHELL USING FANS

TO PRODUCE NOT LESS THAN THREE AIR CHANGES PER
HOUR.

2. THE SUPPLY AND RETURN HVAC SYSTEM OPENINGS SHALL

BE COVERED WITH TAPE, PLASTIC SHEET METAL OR OTHER

METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO

REDUCE THE AMOUNT OF DUST OR DEBRIS THAT CAN
COLLECT IN THE SYSTEM.

3. THE BUILDING WILL BE OCCUPIED DURING DEMOLITION AND

CONSTRUCTION, VENTILATION SHALL BE PROVIDED IN

ACCORDANCE WITH THE CONTROL MEASURES OF THE

SMACNA IAQ GUIDELINES FOR OCCUPIED BUILDINGS DURING
CONSTRUCTION.

4. THE PERMANENT HVAC SYSTEM SHALL NO BE USED DURING

CONSTRUCTION TO CONDITION AND VENTILATE THE

BUILDING WITHIN THE REQUIRED TEMPERATURE RANGE FOR
MATERIAL AND EQUIPMENT INSTALLATION. WHERE

REQUIRED, A SUPPLEMENTAL HVAC SYSTEM SHALL BE USED
DURING CONSTRUCTION.

Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
12" = 1'-0"
28-10-2024 15:21:54
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
M0.02

MECHANICAL NOTES
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
100% SD 10/28/2024

DESCRIPTION

AIR CONDITIONING UNIT

ACCESS DOOR

ABOVE FINISHED FLOOR

AIR HANDLING

BACK DRAFT DAMPER (WEIGHTED)

BACKFLOW PREVENTER

BYPASS TIMER

BRITISH THERMAL UNITS PER HOUR

COOLING COIL

CEILING DIFFUSER

CUBIC FEET PER MINUTE

CEILING

CONDENSING UNIT

CONSTANT VOLUME,

CONTINUES

COMBINATION FIRE/SMOKE DAMPER

DISCHARGE AIR LOUVER

DECIBELS

DRY BULB TEMPERATURE

DIRECT DIGITAL CONTROL

DIAMETER
DOWN

DOWN THROUGH ROOF

EXHAUST AIR

ENTERING AIR TEMPERATURE

ENRGY EFFICIENCY RATIO

EXHAUST FAN

EXHAUST GRILLE

EFFICIENCY

ENERGY MANAGEMENT CONTROL SYSTEM

ENERGY MANAGEMENT SYSTEM

EXHAUST REGISTER

EXTERNAL STATIC PRESSURE

DEGREES, FAHRENHEIT

FORCED AIR UNIT

FLEX CONNECTION

FAN COIL UNIT

FIRE DAMPER
FLOOR

FULL LOAD AMPS

FEET PER MINUTE
FEET

FACE VELOCITY
HERTZ

HEAT PUMP UNIT

HORSE POWER

HEATING SEASONAL PERFORMANCE FACTOR

HOT WATER

HOT WATER RETURN

HOT WATER SUPPLY
INCHES

INCHES OF WATER COLUMN

INDOOR FAN MOTOR

LEAVING AIR TEMPERATURE
POUNDS

LOCKED ROTOR AMPS

MAXIMUM

ONE THOUSAND BTUH

MINIMUM CIRCUIT AMPS

MAXIMUM CIRCUIT AMPS

MOTORIZED DAMPER

MINIMUM

MAXIMUM FUSE SIZE

MANUAL VOLUME DAMPER

NOT APPLICABLE

NOISE CRITERIA

NOT IN CONTRACT
NECK
NUMBER

NOT TO SCALE

OUTSIDE AIR INTAKE

OUTSIDE AIR LOUVER

OPPOSED BLADE DAMPER

OUTDOOR FAN MOTOR

OUTSIDE AIR

OUTSIDE AIR GRILLE

RETURN AIR

RETURN AIR GRILLE

RETURN FAN

RETURN GRILLE

RELATIVE HUMIDITY

RATED LOAD AMPS
ROOM

REVOLUTIONS PER MINUTE

RETURN REGISTER

SUPPLY AIR

SUPPLY AIR REGISTER

SUPPLY DIFFUSER

SEASONAL ENRGY EFFICIENCY RATIO

SUPPLY AIR FAN

STATIC PRESSURE

SPECIFICATIONS

SUPPLY REGISTER

ABBREVIATION
AC
AD
AFF
AH
BDD
BFP
BT
BTUh
CC
CD
CFM
CLG
CU
CV
CONT.

CFSD
DAL
DB
DBT
DDC
DIA
DN
DTR
EA
EAT
EER
EF
EG
EFF
EMCS
EMS
ER
ESP
°F
FAU
FC
FCU
FD
FLR
FLA
FPM
FT
FV
HZ
HPU
HP
HSPF
HW
HWR
HWS
IN
IN. W.C.

IFM
LAT
LBS
LRA
MAX
MBH
MCA
MCOP
MD
MIN
MFS
MVD
N/A
NC
NIC
NK
NO
NTS
OAI
OAL
OBD
OFM
OSA
OAG
RA
RAG
RF
RG
RH
RLA
RM
RPM
RR
SA
SAR
SD
SEER
SF
SP
SPEC
SR

SUPPLY DUCT RISER IN PLAN

RETURN DUCT RISER IN PLAN

EXHAUST DUCT RISER IN PLAN
RECTANGULAR DUCTWORK (WIDTH x DEPTH)
RECTANGULAR DUCTWORK (WIDTH x DEPTH)

FLAT OVAL DUCTWORK

ROUND DUCTWORK (SIZE, DIAMETER)
1" ACOUSTICALLY LINED DUCTWORK

SQUARE -THROATED ELBOW W/TURNING VANES

RADIUS ELBOW

RADIUS TEE

SQUARE -THROATED TEE

CHANGE IN ELEVATION WITH RELATION TO

AIR FLOW

VOLUME DAMPER

TRANSITION WITH FLAT SIDE

TRANSITION ON CENTER

RECTANGULAR -TO -ROUND TRANSITION

TAKE -OFF TAP TO RECTANGULAR DUCT

AND VOLUME DAMPER

CONICAL TAP TO RECTANGULAR DUCT

AND VOLUME DAMPER

COMBINATION FIRE SMOKE DAMPER (CFSD)

FIRE DAMPER (FD)

FLEXIBLE CONNECTOR

EXISTING DUCTWORK TO REMAIN (DASHED)

EXISTING TO BE REMOVED (HATCHED)

NEW DUCTWORK (SOLID)
(L) NEW LINED DUCTWORK (SOLID)
(DWL) NEW DOUBLE WALL LINED DUCTWORK
(SOLID)
NEW FLEXIBLE DUCT (MAXIMUM LENGTH 5' -0")

ACCESS REQUIRED FOR EQUIPMENT SERVICE

SIDE WALL REGISTER/GRILLE

RETURN GRILLE WITH ACOUSTICALLY LINED
BOOT
CEILING DIFFUSER 4 -WAY THROW
CEILING DIFFUSER 3 -WAY THROW
CEILING DIFFUSER 2 -WAY THROW
CEILING DIFFUSER 2 -WAY THROW
CEILING DIFFUSER 1 -WAY THROW

RETURN AIR GRILLE

EXHAUST GRILLE

LINEAR CEILING DIFFUSER
THERMOSTAT (MAX. 48" A.F.F.)
TEMPERATURE SENSOR (MAX. 48" A.F.F.)
CARBON DIOXIDE SENSOR (MAX. 48" A.F.F.)
BYPASS TIMER (MAX. 48" A.F.F.)

DESCRIPTION ABBREVIATION
10x8
10x8ø
8ø
(L)
NK= NK=
NK= NK=

R/D R/D

CFSD CFSD
FD

X(L) X(L)

X(DWL) X(DWL)
T
TS
CO ₂
BT

DESCRIPTION ABBREVIATION
PUMP

WYE STRAINER (BALL VALVE & HOSE CAP)

FLEXIBLE CONNECTION

ISOLATION BALL VALVE
2-WAY MODULATING CONTROL VALVE

DRAIN VALVE W/ HOSE CAP

CIRCUIT SETTER BALANCE VALVE

MANUAL BUTTERFLY VALVE

RISE IN PIPE

DIRECTION OF FLOW

DROP IN PIPE

CAPPED PIPE

STEAM PIPING

CONDENSATE DRAIN PIPING

EXISTING CHILLED WATER SUPPLY PIPING

EXISTING CHILLED WATER RETURN PIPING

CHILLED WATER SUPPLY PIPING

CHILLED WATER RETURN PIPING

HEATING HOT WATER SUPPLY PIPING

HEATING HOT WATER RETURN PIPING
STM
CD
ECHWS
ECHWR
CHWS
CHWR
HWS
HWR
FD

DESCRIPTION

TEMPERATURE DIFFERENCE

TEMPERATURE

THERMOSTAT

TYPICAL

TOTAL STATIC PRESSURE

UNIT HEATER

UNLESS NOTED OTHERWISE

UP THROUGH ROOF
VOLT

VENTILATION VENT

VERTICAL

VENT THROUGH ROOF
WITH
WATT

WET BULB TEMPERATURE

WIRE MESH SCREEN

ZONE DAMPER

EXISTING TO REMAIN

EXISTING
NEW
REMOVE

RELOCATED

REMOVE & SAVE FOR RELOCATION
DEMAND CONTROL VENTILATION (CO2)

ABBREVIATION
TD
TEMP
TSTAT
TYP
TSP
UH
UNO
UTR
V
VENT
VERT
VTR
W/
W
WBT
WMS
ZD
(ETR)
(E)
(N)
(R)
(RL)
(RS)
(DCV)

HVAC ABBREVATIONS LEGNEDS AND SYMBOLS

MANUAL VOLUME DAMPER

WEIGHTED BAROMETRIC DAMPER
EQUIPMENT TAG, DESCRIPTION FC ROOM.

NUMBER D80, UNIT NUMBER 1
DETAIL REFERENCE, DETAIL 1,
SHEET NUMBER M -1
DOOR LOUVER MIN. 12"x12"
DOOR UNDERCUT MAX. 1"
SECTION REFERENCE, SECTION 1 SHEET M -1

DUCT MOUNTED SMOKE DETECTOR
CONSTRUCTION NOTE #1
DEMOLITION NOTE #1

POINT OF DISCONNECT

POINT OF CONNECTION BETWEEN NEW AND

EXISTING
FC
D80-1
1 M-1
DL
DU
1 M-1
1 1
SD
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
12" = 1'-0"
28-10-2024 15:21:54
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
M0.03

MECHANICAL

SYMBOLS AND

ABBREVIATIONS
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
100% SD 10/28/2024
TAG

COIL SCHEDULE

MANUFACTURER
AND MODEL NO.

OUTDOOR
UNIT TYPE SERVING MAX.

CFM
ESP (")
W.G.

REFRIGERANT

OPERATING
WEIGHT
(LBS)

MOUNTING

DETAIL REMARKS
FC -1 DAIKIN
CHPTA4830C3 CU -1 DUCTED LEVEL -1 1550 0.38 R-32 78 - -

TYPE LIQUID
SIZE

SUCTION
SIZE
3/8" 7/8"
TAG

FURNACE SCHEDULE

MANUFACTURER
AND MODEL NO. AREA SERVED
MAX. CFM ESP (")
W.G.

FAN DATA MAX HEATING

CAPACITIES

MCA MOCP

ELECTRICAL
POWER
VOLTS PHASE Hz

OPERATING
WEIGHT
(LBS)

MOUNTING

DETAIL REMARKS
F-1 DAIKIN
DM80SC0805CU LEVEL -1 1550 0.5 80000 64000 11.6 15 115 1 60 127 - - INPUT
(Btu/hr)
OUTPUT
(Btu/hr)
NOTES:

NOTES:

1. PROVIDE DRAIN PAN. (KIT NUMBER: HHCMK01)

2. PROVIDE DRAIN PAN INSULATION KITS (KIT NUMBER: DPICX -CB)

3. PROVIDE ZONING ACCESSORY KIT. (KIT NUMBER: 0230K00007) SYMBOL

MANUFACTURER
AND MODEL NO. LOCATION TONNAGE

MCA MOCP

ELECTRICAL
POWER
VOLTS PHASE Hz

TYPE LIQUID
SIZE

REFRIGERANT

SUCTION
SIZE

OPERATING
WEIGHT
(LBS)

MOUNTING

DETAIL REMARKS

HEAT PUMP SCHEDULE
CU -1 DAIKIN
DC4SEA4810 4 40 208/240 1 60 R-32 3/8" 7/8" 72 - -25.18 SEER2 EER2

11.70 13.80 -

COOLING

CAPACITY
(Btu/hr)
46000
SYMBOL

EXHAUST FAN SCHEDULE

MANUFACTURER
AND MODEL NO. LOCATION ESP (")
W.G.

MOTOR
HP FAN
RPM VOLTS PHASE Hz

ELECTRICAL
WEIGHT
(LBS)

AIR FLOW
(CFM) DRIVE MOUNTING

DETAIL REMARKS
EF -1 GREENHECK
SQ -70 -VG BATH -1 75 DIRECT 1/15 1410 115 60 1 27 -0.3 - EF -2 GREENHECK
SQ -70 -VG
BATH -2

MCA MOCP

1.6 15
75 DIRECT 1/15 1410 115 60 1 27 -0.3 -1.6 15
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
12" = 1'-0"
28-10-2024 15:21:55
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
M0.04

MECHANICAL

SCHEDULES
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
100% SD 10/28/2024
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 15:21:55
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
MD2.01

MECHANICAL FIRST

FLOOR DEMOLITION
PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 MECHANICAL FIRST FLOOR DEMOLITION PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
100% SD 10/28/2024
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 15:21:55
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
MD2.02

MECHANICAL ROOF

DEMOLITION PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 MECHANICAL ROOF DEMOLITION PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
100% SD 10/28/2024
T
NRD
NRD

NORTH PORCH
1014

LIVING ROOM
1004

DINING ROOM
1005

HALLWAY
1008

KITCHEN
1009

LAUNDRY/
PANTRY
1011
BATH-1
1012
BATH-2
1021
BEDROOM- 1
1036
CL
1037

OFFICE/
BEDROOM -3
1069
BEDROOM-2
1084
SG
150 CFM
DRYER

EXHAUST DUCT

UP TO ROOF

KITCHEN

EXHAUST DUCT

UP TO ROOF

RESTROOM

EXHAUST DUCT

UP TO ROOF

NON RETURN

BACK DRAUGHT
DAMPER
CU
1 F
1 OSA INTAKE

DUCT UP TO
ROOF
EF
1 EF
2 FURNACE

EXHAUST DUCT

UP TO ROOF

RESTROOM

EXHAUST DUCT

UP TO ROOF
FC
1 60 CFM

NON RETURN

BACK DRAUGHT
DAMPER
PLENUM
BOX
SG
130 CFM
SG
130 CFM
(TYP.2)
SG
180 CFM
SG
50 CFM

THERMOSTAT
SG
180 CFM
SG
200 CFM
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 15:21:56
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
M2.01

MECHANICAL FIRST

FLOOR PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 MECHANICAL FIRST FLOOR PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
100% SD 10/28/2024

DRYER EXHAUST DUCT

FROM THE BELOW

FLOOR CONNECT TO

ROOF CAP

KITCHEN EXHAUST DUCT

FROM THE BELOW

FLOOR CONNECT TO

ROOF CAP

RESTROOM EXHAUST

DUCT FROM THE BELOW

FLOOR CONNECT TO

ROOF CAP

RESTROOM EXHAUST

DUCT FROM THE BELOW

FLOOR CONNECT TO

ROOF CAP

OSA INTAKE DUCT

FROM THE BELOW

FLOOR CONNECT

TO ROOF CAP

FURNACE EXHAUST

DUCT FROM THE BELOW

FLOOR CONNECT TO

ROOF CAP
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 15:21:56
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
M2.02

MECHANICAL ROOF
PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 MECHANICAL ROOF PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
100% SD 10/28/2024

SHEET INDEX
20A/1P
20A/2P
20A/3P
30A/1P
30A/2P
30A/3P
40A/1P
40A/2P
40A/3P
50A/1P
50A/2P
50A/3P
60A/1P
60A/2P
60A/3P
70A/1P
70A/2P
70A/3P
80A/1P
80A/2P
80A/3P
2#12+1#12G CU 3/4"
2#12+1#12G CU 3/4"
3#12+1#12G CU 3/4"
2#10+1#10G CU 3/4"
2#10+1#10G CU 3/4"
3#10+1#10G CU 3/4"
2#8+1#10G CU 3/4"
2#8+1#10G CU 3/4"
3#8+1#10G CU 3/4"
2#6+1#8G CU 3/4"
2#6+1#8G CU 3/4"
3#6+1#8G CU 3/4"
2#4+1#8G CU 1"
2#4+1#8G CU 1"
3#4+1#8G CU 1"
2#4+1#8G CU 1"
2#4+1#8G CU 1"
3#4+1#8G CU 1"
2#3+1#8G CU 1"
2#3+1#8G CU 1"
3#3+1#8G CU 1.25"
54 FT
95 FT
109 FT
58 FT
100 FT
116 FT
80 FT
120 FT
139 FT
88 FT
152 FT
176 FT
101 FT
176 FT
204 FT
86 FT
149 FT
172 FT
94 FT
163 FT
189 FT

BRANCH CIRCUIT CONDUCTOR
SIZES
BRKR
AMPS
WIRE & COND. SIZE MAX
LENGTH

SEE PANEL SCHEDULES FOR BREAKER SIZES
NOTES:

1. CONTRACTOR TO FIELD MEASURE THE LENGTH FOR EACH

BRANCH CIRCUIT CONDUCTOR WIRING, UPSIZE THE CONDUCTOR
IS DISTANCE IS MORE THAN MAX ALLOWED. UPSIZE CONDUCTORS AS NEEDED TO KEEP THE TOTAL VOLTAGE DROP TO 5% OR LESS

2. TOTAL VOLTAGE DROP IS VOLTAGE DROP FROM SERVICE EQ TO

FURTHEST OUTLET

CONDUIT LINETYPES

ELECTRICAL CONDUIT ABOVE GROUND

ELECTRICAL CONDUIT BELOW GROUND , MINIMUM
COVER DEPTH PER CEC 300.5

CONDUIT/CABLE LINETYPES

1. ALL CONDUITS FOR SERVING UTILITY COMPANY SHALL BE PER

THEIR STANDARDS

2. USE EMT CONDUIT FOR FEEDERS AND BRANCH CIRCUIT

CONDUCTORS FOR CONCEALED WORK(NOT SUBJECT TO

PHYSICAL DAMAGE OR WET LOCATIONS)

3. CONTRACTOR MAY USE MC CABLES FOR FEEDERS IN LIEU OF
EMT CONDUITS, ONLY CONCEALED WORK. CABLES NOT ALLOWED
IN CONCRETE. CONTRACTOR MUST FOLLOW 2020NEC ARTICLE
334 FOR CABLE INSTALLATION

4. CONTRACTOR MAY USE TYPE NM,NMC CABLES FOR BRANCH
CIRCUIT CONDUCTORS, ONLY CONCEALED WORK. CABLES NOT
ALLOWED IN CONCRETE. CONTRACTOR MUST FOLLOW 2020NEC
ARTICLE 334 FOR CABLE INSTALLATION

5. USE PVC SCH 40 FOR UNDERGROUND CONDUITS

6. USE RIGID GALVANIZED STEEL(RGS) CONDUIT FOR EXTERIOR

EXPOSED CONDUITS

7. USE LIQUID TIGHT FLEX CONDUIT FOR CONNECTION BETWEEN A DISCONNECT SWITCH AND MEP EQUIPMENT. MAX 6FT DISTANCE

ALLOWED

SYMBOLS LEGEND(NOT ALL SYMBOLS ARE USED

RECEPTACLE SYMBOLS
120Vac, 20AMP SIMPLEX RECEPTACLE
120Vac, 20AMP DUPLEX RECEPTACLE
120Vac, 20AMP DUPLEX RECEPTACLE w/GROUND

FAULT CIRCUIT INTERRUPTER
120Vac, 20AMP WEATHER PROOF DUPLEX

RECEPTACLE
120Vac, 20AMP WEATHER PROOF DUPLEX
RECEPTACLE w/GROUND FAULT CIRCUIT

INTERRUPTER
120Vac, 20AMP DUPLEX RECEPTACLE w/DUAL USB

CHARGERS
120Vac, 20AMP SPLIT WIRED DUPLEX
CONTROLLED RECEPTACLE. BOTTOM

RECEPTACLE IS TO BE SWITCH CONTROLLED,

USE GRAY COLORED RECEPTACLE TO INDICATE
SWITCHED RECEPTACLE.

SPECIAL RECEPTACLE 'X - XXR' DESCRIBES NEMA

TYPE OF THE RECEPTACLE, REFER TO SPECIAL

RECEPTACLE SCHEDULE

FLOOR CLNG WALL
WP
WP
USB

SWITCHING SYMBOLS

MANUAL ON - OFF TOGGLE SWITCH
MANUAL ON - OFF 3 - WAY TOGGLE SWITCH
DIMMER SWITCH w/MANUAL OVERRIDE
3 - WAY DIMMER SWITCH w/MANUAL OVERRIDE
OCCUPANCY SENSOR SWITCH w/MANUAL

OVERRIDE
3 - WAY OCCUPANCY SENSOR SWITCH w/MANUAL

OVERRIDE
OCCUPANCY SENSOR+DIMMER SWITCH
w/MANUAL OVERRIDE
VACANCY SENSOR SWITCH w/MANUAL OVERRIDE
3 - WAY VACANCY SENSOR SWITCH w/MANUAL

OVERRIDE
HUMIDITY SENSOR SWITCH w/MANUAL OVERRIDE
HUMIDITY+OCCUPANCY SENSOR SWITCH
w/MANUAL OVERRIDE

MANUAL MOTOR STARTER/RATED SWITCH,
w/THERMAL OVERLOAD PROTECTION. NUMBER

OF POLES AS REQUIRED , RATING PER THE LOAD

IT SERVES
2 - SINGLE POLE SWITCHES GROUPED TOGETHER.
'a','b' DESIGNATES THE LOADS BEING SERVED

PILOT LIGHT SWTICH

KEYED SWITCH

COUNTER TOP GARBAGE DISPOSAL AIR SWITCH
S
S 3
S D
S 3D
S O
S 3O
S OD
S V
S 3V
S H
S HO
S M
S ab
S P
S K
WALL

COUNTER TOP

LIGHTING CONTROL SYMBOLS

WALL CEILING
OCCUPANCY + DAYLIGHT PHOTO SENSOR COMBO

OCCUPANCY SENSOR

DAYLIGHT PHOTO SENSOR

RELAY POWER PACK
OS
PS
OS
PS
OS OS
PS PS
RP RP

DATA/TELECOMM SYMBOLS
2 PORT DATA(LAN) OUTLET, RJ - 45 JACK
2 PORT TELEPHONE OUTLET, RJ - 14 JACK
1 PORT DATA+1 PORT TELEPHONE OUTLET
COMBO
1 PORT TV(TELEVISION COAXIAL CABLE OUTLET)
'F' TYPE CONNECTER
1 PORT DATA+1 PORT TV OUTLET
1 PORT PHONE+1 PORT TV OUTLET
DATA+PHONE+TV OUTLET(1 PORT EACH)
WALL
TV
TV
TV
TV

FIRE/SMOKE SYMBOLS

SMOKE DETECTOR

CARBON MONOXIDE DETECTOR
SMOKE + CARBON MONOXIDE DETECTOR COMBO

DUCT SMOKE DETECTOR

HEAT DETECTOR

CEILING
SD
CO
SD
DSD
HD
CO

ELECTRICAL EQUIPMENT SYMBOLS

FLUSH MOUNTED/ WALL RECESSED

PANELBOARD

SURFACE MOUNTED/ WALL RECESSED

PANELBOARD

LIGHTING CONTROL PANEL FLUSH MOUNTED
FLOOR

STANDING SWITCHBOARD

PAD MOUNTED TRANSFORMER T

1. THE CONTRACTOR SHALL USE SUFFICIENT BARRICADES AND TEMPORARY PROTECTION

DEVICES TO PREVENT PEDESTRIANS OR NON - AUTHORIZED PERSONNEL ACCESS TO ANY OPEN TRENCHES OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ERECT A SAFETY

BARRICADE AT ALL OPEN TRENCHES, DITCHES, PITS, SUMPS, ETC FOR THE PROTECTION AND SAFETY OF THE PUBLIC. ALL TRENCHES OUTSIDE OF THE BARRICADE LIMITS SHALL BE BACKFILLED AND PAVED NOT LATER THAN 72 HOURS AFTER BEING OPENED. DURING THE TIME

THE TRENCHES ARE OPEN IN TRAFFIC AREAS, THE CONTRACTOR SHALL PROVIDE TRAFFIC PLATES. SAFETY BARRICADES SHALL BE PANELIZED CHAIN LINK FENCE. EACH FENCE PANEL SHALL BE 6FT TALL X 10FT WIDE WITH STAND AND TIED TOGETHER END TO END WITH A MINIMUM 8 - GAUGE WIRE. NO TRENCHES SHALL BE LOCATED OUTSIDE BARRICADES.

2. ALL FEEDERS AND BRANCH CIRCUITS SHALL CARRY A GROUND WIRE, SIZED AS PER C.E.C.

ARTICLE 250.

3. PRIOR TO PULLING ANY CONDUCTORS, CLEAN AND MANDREL ALL CONDUITS.

4. CONTRACTOR SHALL INSTALL EQUIPMENTS PER ADA (AMERICAN DISABILITIES ACT)

REQUIREMENTS, WHERE APPLICABLE

5. ALL EXTERIOR,OUTDOOR ELECTRICAL EQUIPMENT SHALL BE OF NEMA - 3R TYPE, SHALL BE PROVIDED WITH WEATHERPROOF COVER, AND SHALL BE VANDAL PROOF/RESISTANT.

6. THE ENGINEER HAS PREPARED THESE DOCUMENTS ONLY FOR IMPROVEMENTS SPECIFIED,

DETAILED OR SHOWN AS NEW WORK, AND ASSUMES NO RESPONSIBILITY FOR OTHER CONSTRUCTION, MATERIAL OR EQUIPMENT NOTED AS "PROVIDED BY OTHERS".

7. DEMOLITION AND/OR REMOVAL OF ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL REMOVED EQUIPMENT NOT TO BE REUSED SHALL BE RETURNED TO OWNER OR AS DIRECTED BY THE OWNER INSPECTOR.

8. ALL JUNCTION BOX COVER PLATES FOR BRANCH CIRCUIT SYSTEM SHALL BE CLEARLY MARKED

WITH PERMANENT INK FELT PEN IDENTIFYING THE BRANCH CIRCUIT (BOTH PANEL NUMBER AND CIRCUIT NUMBER) CONTAINED IN THE BOX.

9. THE CONTRACTOR SHALL MAINTAIN THE UNIFORMITY AND CONTINUITY OF THE GROUNDING SYSTEM IN ALL CONDUITS/RACEWAYS.

10. TEST AND TURN ON THE ENTIRE SYSTEM TO DEMONSTRATE TO THE OWNER THAT THE ELECTRICAL COMPONENTS AND SPECIAL SYSTEMS ARE COMPLETE AND FUNCTION PROPERLY.

MAKE NECESSARY CORRECTIONS AND LEAVE SYSTEMS READY FOR OPERATION.

11. DRAWINGS ARE PROVIDED FOR GENERAL COMPLIANCE OF LOCAL, STATE CODES AND ARE ESSENTIALLY DIAGRAMMATIC. DRAWINGS ARE NOT TO BE USED AS SHOP DRAWINGS, AS THEY DO NOT SHOW EVERY REQUIRED COMPONENT. CONTRACTOR MUST FOLLOW MANUFACTURER

INSTALLATION MANUAL AND PROVIDE ALL REQUIRED ITEMS FOR A FULLY OPERATIONAL SYSTEM. ENGINEER DOES NOT TAKE ANY RESPONSIBILITIES FOR SYSTEM FAILURES AND ADDED FOR ITEMS THAT WERE NOT INCORPORATED AS REQUIRED BY MANUFACTURER.

12. PROVIDE HANGERS, SUPPORTS, SEISMIC RESTRAINTS AND/ OR BRACING FOR ALL EQUIPMENT,

CONDUIT, AND LIGHTING FIXTURES TO SUSTAIN VERTICAL LOADS AND RESIST HORIZONTAL FORCES IN ANY DIRECTION TO COMPLY WITH 2016 EDITION OF TITLE 24, PART 2, CALIFORNIA BUILDING CODE, CHAPTER 16, TABLE 16A AND ASSOCIATED NOTES.

13. PER CEC 300 - 21, "OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE - RESISTANT -

RATED WALLS, PARTITIONS, FLOORS, CEILINGS SHALL BE FIRESTOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTANCE RATING."

14. ALL CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER, TYPE THWN/THHN, RATED FOR 75°C. SIZES #12 AWG MAY BE SOLID OR STRANDED, #10 AND LARGER SHALL BE STRANDED. PROVIDE 75°C RATED AND APPROVED TERMINATION FOR ALL CONDUCTORS.

15. ALL ELECTRICAL WORK SHALL BE PER THE APPLICABLE CEC CODE. CONTRACTOR SHALL

INCLUDE IN HIS BID ALL REQUIRED LABOR, MATERIAL, EXPERTISE AND QUALIFIED PERSONNEL TO COMPLETELY INSTALL IN A CODE COMPLIANT MANNER, ALL WORK SHOWN ON THE PLANS.

16. WHEN THERE ARE DISCREPANCIES BETWEEN CONTRACT DOCUMENTS (DRAWINGS), OBTAIN CLARIFICATION FROM THE ENGINEER PRIOR TO BID. FOR BIDDING PURPOSES THE MORE STRINGENT OR MORE EXPENSIVE REQUIREMENT(S) SHALL APPLY.

17. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN A DAILY RECORD OF ALL DEVIATIONS FROM THE BID DRAWINGS. ALL DIMENSIONS AND OTHER INFORMATION

NECESSARY TO COMPLETELY EXPLAIN AND LOCATE ALL ELEMENTS OF THESE DEVIATIONS SHALL BE RECORDED. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER, ONE COMPLETE SET OF REPRODUCIBLE DRAWINGS CORRECTED TO REFLECT "AS - BUILT" CONDITIONS OF THE WORK.

18. ANY SUBMITTALS FOR EQUIPMENT DIFFERENT FROM THE SPECIFIED ITEMS SHOWN ON THE PLANS SHALL BE ACCOMPANIED BY CUT SHEETS FOR THE ORIGINAL SPECIFIED ITEM(S).

SUBMITTALS WITHOUT THE SPECIFIED CUT SHEETS WILL BE REJECTED AS INCOMPLETE.

19. "PROVIDE" SHALL BE DEFINED AS: FURNISH AND INSTALL.

20. ALL DIMENSIONS AND ELEVATIONS SHALL BE CHECKED AND VERIFIED ON THE SITE BY THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR BEFORE THE WORK BEGINS. ALL

PERCEIVED ERRORS, OMISSIONS AND DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEFORE CONSTRUCTION BEGINS.

OVAL MUST BE OBTAINED FROM THE OWNER PRIOR TO THE STARTING OF THE WORK

GENERAL NOTES

21. PROVIDE ELECTRICAL PANELS WITH TYPEWRITTEN "AS - BUILT" PANEL SCHEDULE. PANEL SCHEDULE SHALL INCLUDE LOCATION, QUANTITY AND TYPE OF DEVICES SERVED. PANEL

SCHEDULE SHALL BE REVISED AS REQUIRED TO REFLECT REMOVED OR DEMOLISHED CIRCUITS.

22. THE SEISMIC ANCHORAGE OF ELECTRICAL EQUIPMENT SHALL CONFORM TO C.C.R. 2007 CHAPTER 16 AND ASCE 7 - 05 CHAPTER 13.

23. CONTRACTOR SHALL SUBMIT A CALCULATIONS AND DETAILS FOR APPROVAL WHEN USING AN

INSTALLATION METHOD NOT COVERED UNDER ANY OF THE STRUCTURAL DRAWINGS STANDARD DETAILS.

24. WIRING FOR ALL LOW VOLTAGE SYSTEMS SHALL BE ENCLOSED IN CONDUIT AND/OR RACEWAY.

25. ALL RACEWAYS INSIDE OF BUILDING SHALL BE CONCEALED. INCLUDE ALL REQUIRED

DEMOLITION, CUTTING, PATCHING AND FINISH TO MATCH EXISTING INSTALLATION AS REQUIRED TO INSTALL NEW CONDUIT AND RACEWAYS IN EXISTING BUILDING.

26. EXPOSED AND CONDUITS ABOVE T - BAR CEILINGS SHALL BE INSTALLED PARALLEL TO OR AT RIGHT ANGLES TO EXISTING BEAMS OR WALLS. EXPOSED CONDUITS UP TO 7' - 0" ABOVE FINISH FLOOR SHALL BE RIGID GALVANIZED STEEL AND ABOVE 7' - 0" MAY BE EMT.

27. PROVIDE ELECTRICAL PANELS WITH ENGRAVED NAMEPLATE ON OUTSIDE OF PANEL ABOVE DOOR OPENING.

28. SUPPORT CONDUIT 2 - 1/2 INCH TRADE SIZE OR SMALLER WITH U.L. LISTED CLAMPS AND HANGERS IN ACCORDANCE WITH SMACNA STANDARDS.

29. EQUIPMENT SPECIFIED ON THESE DRAWING ARE BASIS OF DESIGN

30. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL ADDITIONAL DESIGN AND

CONSTRUCTION COSTS INCURRED BY THE USE OF ANY PRODUCT OTHER THAN THE BASIS OF DESIGN.

31. PROVIDE BREAKERS TIES TO BREAKERS FEEDING MULTI WIRE RUNS.

32. THESE PLANS ARE DIAGRAMMATIC, CONDUIT EXACT ROUTING, BOXES, FASTENERS, ETC. ARE

CONSIDERED AS PART OF THE MEANS AND METHODS THAT THE CONTRACTOR IS USING TO

PROVIDE AN OPERABLE AND APPROVED INSTALLATION

33. 110.2 APPROVAL: ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED OR CERTIFIED BY A

NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES

OCCUPATIONAL SAFETY HEALTH ADMINISTRATION

34. 130.5(c) VOLTAGE DROP: THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED

FEEDER CONDUCTORS AND BRANCH CIRCUIT CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT. CONTRACTOR TO UPSIZE WIRING AS

NEEDED TO MEET THIS REQUIREMENT

35. CONTRACTOR MUST REVIEW DRAWINGS FOR ALL TRADES IN ADDITION TO ELECTRICAL DRAWINGS AND PROVIDE ELECTRICAL WORK AS REQUIRED PER DRAWINGS. ENGINEER DOES

NOT ASSUME ANY LIABILITY FOR ADDED COSTS FOR ELECTRICAL WORK THAT WAS MISSED/NOT

CONSIDERED BY CONTRACTOR DURING THE BIDDING FROM ANY OTHER TRADE DRAWINGS

36. EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC., AND TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO

EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE

LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

37. PROVIDE PROTECTION FROM PHYSICAL DAMAGE FOR SWITCHBOARDS, PANEL BOARDS AND ALL

OTHER FREESTANDING ELECTRICAL EQUIPMENT USING BOLLARDS OR OTHER APPROVED

MEANS, WHERE THEY ARE INSTALLED OUTDOORS OR IN VEHICULAR AREAS

38. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO INSTALL ALL EQUIPMENT WITH CLEARANCES AS REQUIRED PER CODE CEC 110.26.

39. ANY CHANGES REQUIRED IN FIELD OR ANY CHANGES PROPOSED BY CONTRACTORS MUST BE REVIEWED AND APPROVED IN WRITING FROM THE ENGINEER OR RECORD. ENGINEER HOLDS

NO RESPONSIBILITY OR LIABILITY FOR ANY CHANGES OCCURRED INFIELD WITHOUT REVIEW AND APPROVAL. COST APPROVAL MUST BE OBTAINED FROM THE OWNER PRIOR TO THE

STARTING OF THE WORK

40. GENERAL ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

A OR AMP AMPERES

AF AMPERE FUSE/FRAME

AHJ AUTHORITY HAVING JURISDICTION

AS AMPERE SWITCH

AT AMPERE TRIP

AIC AMPERE INTERRUPTING CAPACITY

ATS AUTOMATIC TRANSFER SWITCH

BKR BREAKER

BRKR BRAEKER

BLDG BUILDING

C CONDUIT

CKT CIRCUIT

CB CIRCUIT BREAKER

CATV CABLE TELEVISION

CLG CEILING

CLNG CEILING

COMM COMMUNICATION
CONT. CONTINUE/CONTINUOUS

CT CURRENT TRANSFORMER

CU COPPER

DB DIRECTLY BURIED

DISC DISCONNECT

DIST DISTRIBUTION
(E) EXISTING

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

FLA FULL LOAD AMPS

FACP FIRE ALARM CONTROL PANEL

FATC FIRE ALARM TERMINAL CABINET

FV FIELD VERIFY

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GRD/GND/G GROUND

HP HORSEPOWER/HEAT PUMP

IG ISOLATED GROUND

IDF INTERMEDIATE DISTRIBUTION FRAME

J/JB/J - BOX JUNCTION BOX

KA KILO AMPS

LCL LONG CONTINUOUS LOAD

LRA LOCKED ROTOR AMPS

LTG LIGHTING

LDF LOCAL DISTRIBUTION FRAME

MDF MAIN DISTRIBUTION FRAME

MH MOUNTING HEIGHT

MC METAL CLAD CABLE

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCCB MOLDED CASE CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MLO MAIN LUG ONLY

MOCP MAXIMUM OVER CURRENT PROTECTION

MTS MANUAL TRANSFER SWITCH

MTG MOUNTING
(N) NEW
PH OR ∅ PHASE

PNL PANEL

PRI PRIMARY

PT POTENTIAL TRANSFORMER

PV PHOTOVOLTAIC

REV REVISION/REVISED

RECP RECEPTACLE

RGS RIGID GALVANIZED STEEL CONDUIT

RLA RATED LOAD AMPS

SCA SHORT CIRCUIT AMPS

SFD SMOKE FIRE DAMPER

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SW SWITCH

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER

TEMP TEMPORARY
TYP. TYPICAL

UFER UFER GROUND

UG UNDERGROUND

UON UNLESS OTHERWISE NOTES

VF VERIFY IN FIELD

MISC SYMBOLS

SURFACE MOUNTED PUSH BUTTON DOOR BELL
SWITCH
DOOR BELL CHIME+24V TRANSFORMER

COMBINATION

EXHAUST FAN, FAN SPECS, DIMENSIONS AND ALL

OTHER REQUIREMENTS PER MECHANICAL PLAN
THERMOSTAT, PROVIDE 3/4"C FROM THERMOSTAT

TO EACH RESPECTIVE INDOOR/OUT DOOR UNIT
DB
T

NOTES/TAGS SYMBOL
A - 3
A - 3,5
A - 3,5,7

HOMERUN TO ELECTRICAL, 'A' INDICATES PANEL
AND '3' INDICATES SINGLE POLE CIRCUIT, '3,5'
INDICATES TWO POLE CIRCUIT, '3,5,7' INDICATES

THREE POLE CIRCUIT, SEE PANEL SCHEDULE AND

FLOOR PLANS EXACT CIRCUIT NUMBERS

PROVIDE WIRE AND CONDUIT SIZING PER BRANCH

CIRCUIT CONDUCTOR SCHEDULES PROVIDED ON

THE SAME SHEET

DESIGN PLANS KEYNOTE TAG
#
SCOPE OF WORK:

1. PROVIDE 3/4" CONDUIT FOR EACH OUTLET, TERMINATE CONDUIT BACK

TO CATV/TELECOMM CABINET

2. ELECTRICAL DRAWINGS ONLY INDICATE DATA OUTLETS AND CONDUIT REQUIREMENTS. ALL OTHER HEAD END EQ., CABLING SHALL BE BY OTHERS
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE - TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 - 126
12" = 1' - 0"
10/28/2024 4:27:50 PM
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
E0.01

ELECTRICAL FRONT
SHEET
Author
Checker
24162

07.24.24 AS - BUILT DRAWINGS
E2.03 ELECTRICAL FIRST FLOOR PLAN-DETACHED
GARAGE
E0.01 ELECTRICAL FRONT SHEET
E0.02 ELECTRICAL SINGLE LINE DIAGRAM
E1.01 ELECTRICAL SITE PLAN
E2.01 ELECTRICAL FIRST FLOOR POWER

PLAN-MAIN HOUSE
E2.02 ELECTRICAL FIRST FLOOR LIGHTING

PLAN-MAIN HOUSE
E7.01 ELECTRICAL DETAILS
E7.02 ELECTRICAL DETAILS

SOUTHERN

CALIFORNIA

TRANSFORMER PAD

WITH SLAB BOX
M
METER

SECTION

UG PULL

SECTION
2P
200A
22KA
2P
40A
2P
80A

DISTRIBUTION BREAKERS

SEE PANEL SCHEDULE
N
G
BUSBAR
OR IBT
CA
TV
TE
LE
GRD

ELECTRODES
200A, 120,240V, 1PH, 3W

UG/OH METER PANEL COMBO
NEMA - 3R, 22KAIC, SERIES RATED
(1)4"UGC

SECONDARY

SERVICE CONDUIT

FIELD VERIFY

EXACT LOCATION
OF THE

TRANSFORMER
3/4"C - 3/0 CU
3/4" - 3/0CU
3/0CU
1 BUSSED CONNECTION
I f =
10,000A(UTILITY

FAULT CURRENT)
2 3

PANEL B
120/240V,
1PH, 3W

1.5"UGC- w/3#1AL LINE+
1#6AL GRD
ELECTRICAL LOAD CALCULATION (CEC 220 PART 3)
FLOOR AREA(LARGEST UNIT) 2500 SQFT

GENERAL LOAD
GENERAL LTG & RECP. (@ 3VA PER SQFT)(CONT. LOAD) 9375 VA 2xSMALL APPLIANCE(@1500 VA EACH) 3000 VA
LAUNDRY CIRCUIT 1500 VA
SUBTOTAL GENERAL LOAD VA(CEC 220.52 & 220.42) 13875 VA

APPLIANCE LOAD
GARBAGE DISPOSAL 1000 VA
DISHWASHER 1000 VA
MICROWAVE+HOOD 1000 VA
ELECTRIC RANGE 8000 VA
ELECTRIC DRYER 5000 VA
ELECTRIC WATER HEATER 9600 VA
EV CHARGER(@7680VAx1.25)(CONT. LOAD) 9600 VA
SUBTOTAL APPLIANCE LOAD (CEC 220.53) 35200 VA
SUBTOAL LOAD FIRST 10KVA@100% 10000 VA
REMAINDER @40% 15630 VA
HEAT PUMP 9600 VA

EX FANS 100 VA
TOTAL UNIT FEEDER DEMAND LOAD 35430 VA
UNIT FEEDER DEMAND AMPS @ 240V,1PH,3W 147.625 AMP
REQUIRED SERVICE - 200A, 120/240, 1PH, 3W
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE - TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 - 126
12" = 1' - 0"
10/28/2024 4:27:50 PM
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
E0.02

ELECTRICAL SINGLE

LINE DIAGRAM
Author
Checker
24162

07.24.24 AS - BUILT DRAWINGS
12" = 1' - 0" 1 ELECTRICAL SINGLE LINE DIAGRAM
12" = 1' - 0" 2 ELECTRICAL SERVICE LOAD CALCULATION
1 CONTRACTOR TO VERIFY THE CONDUIT REQUIREMENTS WITH

UTILITY COMPANY PRIOR TO BEGGINING OF WORK
2 FAULT CURRENT IS PROVIDED PER SOUTHERN CALIFORNIA

EDISON ELECTRICAL SERVICE REQUIREMENTS BOOK
SECTION 13-13.1
3 PROVIDE PV BACKFEED BREAKER AT THE OPPOSITE END OF
THE UTILITY FEED, MAXIMUM SIZE TO BE 40A/2P,

COORDINATE THE EXACT SIZE OF THE BREAKER WITH PV

CONTRACTOR IN FIELD

GENERAL NOTES

1. ALL ITEMS SHOWN HERE ARE NEW(N) UNLESS OTHERWISE

SHOWN AS EXISTING (E)

2. LENGTH OF FEEDERS SHOWN ON SINGLE LINE DIAGRAM

ARE NOT TO BE USED FOR CONSTRUCTION OR BIDDING

PURPOSE, CONTRACTOR TO VERIFY ACTUAL LENGTH
REQUIRED.

3. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A

NATIONALLY RECOGNIZED TESTING LABORATORY AND
SHALL BE INSTALLED AS PER LISTING OR LABELING.

4. ALL DEVICES AND TERMINALS SHALL BE RATED FOR 75°C

AND SHALL BE TORQUED TO MANUFACTURERS LISTED
SPECIFICATIONS.

5. ALL RACEWAYS SHALL CONTAIN A CODE - SIZED
(CEC - 250.122), INSULATED, GREEN, COPPER EQUIPMENT

GROUNDING CONDUCTOR AND SHALL BE BONDED TO THE
METALLIC COMPONENTS OF THE RACEWAY SYSTEM.

6. ALL CONDUCTORS TO BE COPPER OR ALUMINUM, AS

NOTED, TYPE THWN/THHN, ASSUME COPPER

CONDUCTORS IF MATERIAL TYPE IS NOT FOUND ON PLANS
OR PROVIDE A WRITTEN RFI/RFC PRIOR TO BIDDING. 'CU'

FOR COPPER AND 'AL' FOR ALUMINIUM

7. ALL CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS

SHALL BE COPPER OR ALUMINUM AS NOTED, TYPE
THWN/THHN, RATED FOR 75°C. SIZES #12 AWG MAY BE
SOLID OR STRANDED, #10 AND LARGER SHALL BE
STRANDED. PROVIDE 75°C RATED AND APPROVED
TERMINATION FOR ALL CONDUCTORS.

8. EQUIPMENT/ DEVICES AND TERMINATIONS ARE RATED
FOR 75°C AND FOR USE WITH 75° RATED CONDUCTORS.

9. BREAKER LUGS SHALL BE LARGE ENOUGH TO
ACCOMMODATE CONDUCTORS. IN THE EVENT WHERE

CONDUCTORS ARE LARGER THAN BREAKER LUGS
CONTRACTOR MAY ALSO USE A 5FT SECTION OF SMALL
SIZE CONDUCTORS TO CONNECT TO BREAKERS. IN NO

CASE CONDUCTORS SHALL BE SMALLER THAN THE
AMPACITIES ALLOWED IN CEC TABLE 310.15(B)(16).

PROVIDE ADDITIONAL J - BOX FOR THE SPLICES

10. CEC - 110.22(C) EQUIPMENT ENCLOSURES FOR CIRCUIT

BREAKERS AND FUSES APPLIED IN COMPLIANCE WITH THE
SERIES RATINGS MARKED BY MFR. SHALL BE LEGIBLY

MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS
BEEN APPLIED WITH SERIES RATING. THE MARKING SHALL
MEET THE REQUIREMENTS OF CE 110.21(B) AND SHALL BE
READILY VISIBLE AND STATE FOLLOWING :

11. CAUTION SERIES COMBINATION SYSTEM RATED ----
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS

REQUIRED

12. LUGS/TERMINALS SHALL BE RATED FOR BOTH COPPER

AND ALUMINUM

13. CONTRACTOR MUST OBTAIN FINAL DESIGN DRAWINGS

FROM UTILITY CONPANIES(POWER, TELECOMM, CATV,

INTERNET SERVICE PROVIDERS) AND COORDINATE ALL

THE INSTALLATION WORK RELATED TO UTILITY

COMPANIES INCLUDING BUT NOT LIMITED TO CONDUITS,

CONDUIT ROUTING, MATERIAL, EQUIPMENT STRUCTURES,
CONCRETE PADs ETC WITH UTILITY COMPANIES AND

INSTALL PER UTILITY FINAL DESIGN DRAWINGS
KEYNOTES #
4 - PROVIDE SURGE PROTECTION DEVICE FOR THE PANEL
3 - PANEL SIZING IS DONE PER UNIT FEEDER LOAD CALCS, PROVIDED ON SINGLE LINE DIAGRAM AND LOAD CALCULATION SHEET 2 - BREAKER FEEDING SMOKE+CARBON MONOXIDE DET. TO BE PROVIDED WITH RED LOCKON DEVICE 1 - PROVIDE AFCI BREAKER+1ST OUTLET IN THE BRANCH CIRCUIT TO HAVE AFCI PROTECTION, MARK THE FIRST OUTLET BOX TO INDICATE THAT IT IS THE FIRST OUTLET IN THE BRANCH CIRCUIT PER CEC210.12(A)(2)
CIRCUIT KEYNOTES(NOT ALL NOTES ARE USED) :

TOTAL DEMAND CURRENT: 138.8 A
TOTAL CURRENT: 138.8 A
TOTAL DEMAND LOAD: 33300 VA
TOTAL LOAD: 33300 VA
LONG CONT. LOAD 1.25 0 VA

DEMAND LOADS DEMAND FACTOR DEMAND VA TOTALS

LOAD SUMMARY
Total Amps: 136.7 A 140.8 A
Total Load: 16.40 kVA 16.90 kVA
41 -- -- -- 42 -- -- --
39 -- 2 -- SURGE PROTECTIVE DEVICE(NOTE 4) 40 --
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
-- -- -- 17 -- -- -- 3600 18
15 PANEL B 80 A 2 5600 16
-- -- -- 13 -- -- -- 4000 2500 -- -- -- 14 -- -- --
● 11 KITCHEN RANGE 50 A 2 4000 2500 2 30 A ELECTRIC DRYER 12 ● ● 1 1 ● ● 9 GARBAGE DISPOSAL 20 A 1 1000 1000 1 20 A MICROWAVE+HOOD 10 ● 1 ● ● 7 LAUNDRY CIRCUIT(WASHER) 20 A 1 1500 900 1 20 A BED-3/OFFICE RECP.+LTG 8 ● 1 1 ● ● 5 DISHWASHER 20 A 1 1000 900 1 20 A BED-2 RECP.+LTG 6 ● 1 1 ● 3 SMALL APPLIANCES-2(KITCHEN+REF.) 20 A 1 1500 900 1 20 A BED-1 RECP.+LTG 4 ● 1 1 ● 1 SMALL APPLIANCES-1(KITCHEN+DINNING) 20 A 1 1500 900 1 20 A LIVING RM RECP.+LTG 2 ● 1 K
E
Y
A
F
C
I
G
F
C
I
C
K
T

LOAD DESCRIPTION BRKR
AMPS
BRKR

P A B BRKR
P
BRKR

AMPS LOAD DESCRIPTION
C
K
T
G
F
C
I
A
F
C
I
K
E
Y
PLUG IN BREAKERS SCCR/KAIC :

FEED : SERIES RATED PANEL TO 22KA BUS :

LOCATION : DWELLING UNIT BRANCH BREAKER AIC RATING 10KA WIRE : 3 FED FROM : UTILITY PHASE : 1
ENCLOSURE : VOLTS : 120/240 Single
MOUNTING : MAIN :

PANEL A
4 - PROVIDE SURGE PROTECTION DEVICE FOR THE PANEL
3 - PANEL SIZING IS DONE PER UNIT FEEDER LOAD CALCS, PROVIDED ON SINGLE LINE DIAGRAM AND LOAD CALCULATION SHEET 2 - BREAKER FEEDING SMOKE+CARBON MONOXIDE DET. TO BE PROVIDED WITH RED LOCKON DEVICE 1 - PROVIDE AFCI BREAKER+1ST OUTLET IN THE BRANCH CIRCUIT TO HAVE AFCI PROTECTION, MARK THE FIRST OUTLET BOX TO INDICATE THAT IT IS THE FIRST OUTLET IN THE BRANCH CIRCUIT PER CEC210.12(A)(2)
CIRCUIT KEYNOTES(NOT ALL NOTES ARE USED) :

TOTAL DEMAND CURRENT: 45.8 A
TOTAL CURRENT: 38.3 A
TOTAL DEMAND LOAD: 11000 VA
TOTAL LOAD: 9200 VA
LONG CONT. LOAD 1.25 1800 VA

DEMAND LOADS DEMAND FACTOR DEMAND VA TOTALS

LOAD SUMMARY
Total Amps: 46.7 A 30 A
Total Load: 5.60 kVA 3.60 kVA
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
-- -- -- 5 -- -- -- 3600 6
3 EV CAPABLE 40 A 2 3600 4
1 GARAGE DOOR OPENER-1 20 A 1 1000 1000 1 20 A GARAGE DOOR OPENER-2 2 K
E
Y
A
F
C
I
G
F
C
I
C
K
T

LOAD DESCRIPTION BRKR
AMPS
BRKR

P A B BRKR
P
BRKR

AMPS LOAD DESCRIPTION
C
K
T
G
F
C
I
A
F
C
I
K
E
Y
PLUG IN BREAKERS SCCR/KAIC :

FEED : SERIES RATED PANEL TO 22KA BUS :

LOCATION : DWELLING UNIT BRANCH BREAKER AIC RATING 10KA WIRE : 3 FED FROM : UTILITY PHASE : 1
ENCLOSURE : VOLTS : 120/240 Single
MOUNTING : MAIN :

PANEL B
S
DB
WP

NORTH PORCH
1014

LIVING ROOM
1004

DINING ROOM
1005

HALLWAY
1008

KITCHEN
1009
PORCH
1010

LAUNDRY/
PANTRY
1011
BATH - 1
1012
BATH - 2
1021
BEDROOM - 1
1036
CL
1037

OFFICE/
BEDROOM - 3
1069
BEDROOM - 2
1084

PANEL A

TELECOMM/CATV CABINET
NEMA - 3R, WEATHERPROOF

SIZE PER LV UTILITY COMPANY
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE - TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 - 126
1/4" = 1' - 0"
10/28/2024 4:27:51 PM
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
E2.01

ELECTRICAL FIRST

FLOOR POWER

PLAN - MAIN HOUSE
Author
Checker
24162

07.24.24 AS - BUILT DRAWINGS
1/4" = 1' - 0" 1 ELECTRICAL FIRST FLOOR POWER PLAN - MAIN HOUSE N
0 2' 4' 8'
SCALE: 1/4" = 1' - 0"

GENERAL NOTES

1. MARK ALL EXPOSED JUNCTION BOXES, RECEPTACLES

WITH PANEL AND CIRCUIT NUMBERS

2. PROVIDE 3/4" C FROM FAN COIL TO ASSOCIATED

THERMOSTATS AND OUTDOOR UNITS FOR CONTROLS

PURPOSE

3. ALL J - BOXES, CONTROLLERS AND OTHER ELECT. EQ.

LOCATED IN CEILING OR CAVITIES SHALL BE ACCESSIBLE
BY AN ACCESS PANEL OR OTHER APPROVED MEANS.

FIELD VERIFY THE REQUIRED SIZE OF THE ACCESS
PANELS

4. ALL OUTDOOR RECEPTACLES SHALL BE GFCI TYPE AND

SHALL BE PROVIDED WITH WEATHER PROTECTIVE
COVERS

5. ALL GENERAL PURPOSE RECEPTACLES SHALL BE PLACED
AT +18" AFF AND SWITCHES SHALL BE PLACED AT +48" AFF
U.O.N. CONTRACTOR SHALL MOUNT RECEPTACLES ABOVE

FURNITURE WHEREVER REQUIRED

6. REFER TO MECHANICAL PLANS FOR THE EXACT LOCATION
OF EXHAUST FANS. FAN COIL UNITS, THERMOSTATS AND

ALL OTHER MECHANICAL EQ

7. PROVIDE GFCI RECEPTACLES FOR FOLLOWING
LOCATIONS :

BATHROOMS, GARAGES, OUTDOORS, CRAWL - SPACES,

UNFINISHED PARTITIONS AND ALL LOCATIONS THAT HAVE

A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT

INTENDED AS HABITABLE ROOMS AND LIMITED TO

STORAGE AREAS, WORK AREAS, ALL KITCHEN
COUNTERTOPS, WITHIN 6FT. OF LAUNDRY AND BAR SINKS

AND AREAS OF SIMILAR USE, DISHWASHERS

8. RECEPTACLES AT KITCHEN COUNTERTOPS SHALL BE

PLACED SO THAT NO PORTION OF THE COUNTERTOP IS
FURTHER THAN 24" FROM AN OUTLET

9. WALL OUTLETS IN HABITABLE ROOMS SHALL BE SPACED

SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL
SPACES IS MORE THAN 6' FROM AN OUTLET

10. ALL 120 - VOLT, 15 OR 20 AMP RECEPTACLES TO BE LISTED AS TAMPER - RESISTANT PER CEC SECTION 210.52 AND
406.11

11. LAYOUT OF THE HVAC AND PLUMBING EQUIPMENT IS

SHOWN FOR REFERENCE AND FOR POWER

REQUIREMENTS, EXACT EQUIPMENT LAYOUT SHALL BE BY

EACH INDIVIDUAL DISPLINE CONTRACTOR/ENGINEER,

ELECTRICAL CONTRACTOR TO FIELD COORDINATE EXACT
LOCATIONS AND RELOCATE ANY ELECTRICAL EQ. AS
NEEDED

12. REFER TO FRONT SHEET FOR BRANCH CIRCUIT

CONDUCTOR AND CONDUIT SIZING WHEREVER NOT

PROVIDED ON THE RESPECTIVE PLAN SHEET

13. WIRING FOR POWER PLANS IS SHOWN FOR

DIAGRAMMATIC PURPOSE AND ONLY INDICATES

CIRCUITING , CONTRACTOR MUST FIELD DETERMINE THE

MOST APPROPRIATE MEANS AND METHOD OF WIRING AND

PROVIDE ALL REQUIRED ACCESSORIES FOR A FULLY

OPERATIONAL SYSTEM
KEYNOTES #
WP
WP WP
WP

NORTH PORCH
1014
BEDROOM - 1
1036

LIVING ROOM
1004

DINING ROOM
1005
CL
1037
BATH - 2
1021
BEDROOM - 2
1084

HALLWAY
1008

KITCHEN
1009

OFFICE/
BEDROOM - 3
1069
BATH - 1
1012

LAUNDRY/
PANTRY
1011

LIGHT FIXTURE LEGEND
LED - SUFACE MOUNT DOWNLIGHT - 120VAC - 3000K - DAMP
LISTED
LED - PENDANT LIGHT - 120VAC - 3000K - DAMP LISTED
LED - RECESSED DOWNLIGHT - 120VAC - 3000K - WET

LISTED IN BATHROOMS AND DAMP LISTED IN THE

REST OF THE AREAS
LED - BATH VANITY WALL SCONCE - 120VAC - 3000K - DAMP
LISTED
LED - EXTERIOR WALL SCONCE - 3000K - 120VAC - WET
LISTED
NOTES :

1. ALL PERANENTLY INSTALLED LIGHT FOR DWELLING UNITS
MUST BE HIGH EFFICACY AS SPECIFIED IN TABLE 150.0(K)

2. FIELD VERIFY THE EXACT MOUNTING HEIGHT OF FIXTURES

3. DIMMER SWITCHES SHALL BE COMPATIBLE WITH LIGHT

FIXTURES
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE - TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 - 126
1/4" = 1' - 0"
10/28/2024 4:27:52 PM
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
E2.02

ELECTRICAL FIRST

FLOOR LIGHTING

PLAN - MAIN HOUSE
Author
Checker
24162

07.24.24 AS - BUILT DRAWINGS
1/4" = 1' - 0" 1 ELECTRICAL FIRST FLOOR LIGHTING PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1' - 0"

GENERAL NOTES

1. MARK ALL EXPOSED JUNCTION BOXES, LIGHTING DEVICES

WITH PANEL AND CIRCUIT NUMBERS

2. CONTRACTOR SHALL INSTALL OCCUPANCY SENSORS 4 TO
6 FEET AWAY FROM SUPPLY AIR DIFFUSERS

3. ALL J - BOXES, CONTROLLERS AND OTHER ELECT. EQ.

LOCATED IN CEILING OR CAVITIES SHALL BE ACCESSIBLE
BY AN ACCESS PANEL OR OTHER APPROVED MEANS.

FIELD VERIFY THE REQUIRES SIZE OF THE ACCESS
PANELS

4. ALL GENERAL SWITCHES SHALL BE PLACED AT +48" AFF
U.O.N. CONTRACTOR, COTRACTOR SHALL MOUNT THE

SWITCHES ABOVE COUNTER WHEREVER REQUIRED

5. ALL LUMINARIES INSTALLED IN DWELLING UNITS SHALL BE
HIGH EFFICACY, JA - 8 COMPLIANT AND SHALL SATISFY

CONDITIONS GIVEN IN CALIFORNIA ENERGY STANDARD
TABLE 150.0 - A

6. UNDER CABINET LUMINARIES SHALL BE SWITCHED

SEPARATELY FROM THE REST OF THE LIGHTING

7. LIGHTING IN BATHROOMS SHALL BE SWITCHED

SEPARATELY FROM THE EXHAUST FANS, THIS APPLIES TO

EXHAUST FAN COMBOS AS WELL

8. ALL LIGHT FIXTURES INTEGRATED WITH BATTERY BACK UP

SHALL BE PROVIDED WITH A SEPARATE UNSWITCHED

HOT/LINE WIRE FOR BATTERY CHARGING

9. ALL EXIT SIGNS SHALL BE WIRED INFRONT OF ALL
LIGHTING CONTROLS OR SWITCHES SO THEY ARE ON 24x7

AND NOT CONTROLLED BY ANY SWITCHES, PROVIDE

ADDITIONAL UNSWITCHED HOT/LINE WIRE FOR BATTERY

CHARGING

10. WIRING FOR LIGHTING PLANS IS SHOWN FOR

DIAGRAMMATIC PURPOSE AND ONLY INDICATES

CIRCUITING , CONTRACTOR MUST FIELD DETERMINE THE

MOST APPROPRIATE MEANS AND METHOD OF WIRING AND

PROVIDE ALL REQUIRED ACCESSORIES FOR A FULLY

OPERATIONAL SYSTEM

11. PROVIDE FIRE RATED J - BOXES/HOUSINGS WHERE LIGHT
FIXTURES ARE INSTALLED IN FIRE RATED ASSEMBLIES.

WHERE LIGHT FIXTURES ARE INSTALLED IN CONCRETE

ASSEMBLIES PROVIDE CONCRETE COMPATIBLE J -

BOXES/HOUSINGS

12. PROVIDE SEPARATE 1"C BETWEEN LIGHTING DEVICES

INCLUDING BUT NOT LIMITED TO OCCUPANCY SENSORS,
DAYLIGHT SENSORS, SWITCHES, POWER PACK ETC.

PROVIDE CONTROL WIRING PER MFR REQUIREMENTS

13. PROVIDE SEPARATE 3/4"C - w/0 - 10V WIRING WHEREVER
0 - 10V DIMMING IS REQUIRED

14. REFER TO FRONT SHEET FOR BRANCH CIRCUIT

CONDUCTOR AND CONDUIT SIZING WHEREVER NOT

PROVIDED ON THE RESPECTIVE PLAN SHEET
KEYNOTES #
J
1 1

PANEL B
B - 1
B - 2
1" CONDUIT

J - BOX FOR

FUTURE EV

CHARGER
2 2
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE - TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 - 126
1/4" = 1' - 0"
10/28/2024 4:27:52 PM
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
E2.03

ELECTRICAL FIRST
FLOOR

PLAN - DETACHED
GARAGE
Author
Checker
24162

07.24.24 AS - BUILT DRAWINGS
1/4" = 1' - 0" 1 ELECTRICAL FIRST FLOOR POWER PLAN - DETACHED GARAGE 1 CEILING MOUNT RECEPTACLE FOR GARAGE DOOR OPENER,

INSTALL PER MFG REQUIREMENTS AND PROVIDE ALL

REQUIRED ACCESSORIES FOR A FULLY OPERATIONAL
SYSTEM
2 PROVIDE 1"C FROM PANEL B TO THE EV CHARGING J-BOX AS
NOTED. MARK THE J-BOX 'EV CAPABLE' AS REQUIRED PER
CGBSC 4.106.4.1.1

GENERAL NOTES

1. MARK ALL EXPOSED JUNCTION BOXES, RECEPTACLES

WITH PANEL AND CIRCUIT NUMBERS

2. PROVIDE 3/4" C FROM FAN COIL TO ASSOCIATED

THERMOSTATS AND OUTDOOR UNITS FOR CONTROLS

PURPOSE

3. ALL J - BOXES, CONTROLLERS AND OTHER ELECT. EQ.

LOCATED IN CEILING OR CAVITIES SHALL BE ACCESSIBLE
BY AN ACCESS PANEL OR OTHER APPROVED MEANS.

FIELD VERIFY THE REQUIRED SIZE OF THE ACCESS
PANELS

4. ALL OUTDOOR RECEPTACLES SHALL BE GFCI TYPE AND

SHALL BE PROVIDED WITH WEATHER PROTECTIVE
COVERS

5. ALL GENERAL PURPOSE RECEPTACLES SHALL BE PLACED
AT +18" AFF AND SWITCHES SHALL BE PLACED AT +48" AFF
U.O.N. CONTRACTOR SHALL MOUNT RECEPTACLES ABOVE

FURNITURE WHEREVER REQUIRED

6. REFER TO MECHANICAL PLANS FOR THE EXACT LOCATION
OF EXHAUST FANS. FAN COIL UNITS, THERMOSTATS AND

ALL OTHER MECHANICAL EQ

7. PROVIDE GFCI RECEPTACLES FOR FOLLOWING
LOCATIONS :

BATHROOMS, GARAGES, OUTDOORS, CRAWL - SPACES,

UNFINISHED PARTITIONS AND ALL LOCATIONS THAT HAVE

A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT

INTENDED AS HABITABLE ROOMS AND LIMITED TO

STORAGE AREAS, WORK AREAS, ALL KITCHEN
COUNTERTOPS, WITHIN 6FT. OF LAUNDRY AND BAR SINKS

AND AREAS OF SIMILAR USE, DISHWASHERS

8. RECEPTACLES AT KITCHEN COUNTERTOPS SHALL BE

PLACED SO THAT NO PORTION OF THE COUNTERTOP IS
FURTHER THAN 24" FROM AN OUTLET

9. WALL OUTLETS IN HABITABLE ROOMS SHALL BE SPACED

SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL
SPACES IS MORE THAN 6' FROM AN OUTLET

10. ALL 120 - VOLT, 15 OR 20 AMP RECEPTACLES TO BE LISTED AS TAMPER - RESISTANT PER CEC SECTION 210.52 AND
406.11

11. LAYOUT OF THE HVAC AND PLUMBING EQUIPMENT IS

SHOWN FOR REFERENCE AND FOR POWER

REQUIREMENTS, EXACT EQUIPMENT LAYOUT SHALL BE BY

EACH INDIVIDUAL DISPLINE CONTRACTOR/ENGINEER,

ELECTRICAL CONTRACTOR TO FIELD COORDINATE EXACT
LOCATIONS AND RELOCATE ANY ELECTRICAL EQ. AS
NEEDED

12. REFER TO FRONT SHEET FOR BRANCH CIRCUIT

CONDUCTOR AND CONDUIT SIZING WHEREVER NOT

PROVIDED ON THE RESPECTIVE PLAN SHEET

13. WIRING FOR POWER PLANS IS SHOWN FOR

DIAGRAMMATIC PURPOSE AND ONLY INDICATES

CIRCUITING , CONTRACTOR MUST FIELD DETERMINE THE

MOST APPROPRIATE MEANS AND METHOD OF WIRING AND

PROVIDE ALL REQUIRED ACCESSORIES FOR A FULLY

OPERATIONAL SYSTEM
KEYNOTES #
MAIN
PANEL

GROUNDING ELECTRODE

CONDUCTOR SIZE PER

PLANS PROTCTED BY

CONDUIT

BOLTED TYPE

CONNECTION

CONCRETE FOUNDATION

OR FOOTING
4 AWG OR LARGER BARE CU.

OR REBAR OR ROD NOT LESS THAN
1/2" DIAMETER

NOT MORE THAN
3" OR LESS THAN 2"

WHERE IN DIRECT

CONTACT WITH EARTH
20" MIN
.

SCALE
1 UFER GROUNDING NTS

EQUIPMENT

GROUNDING

CONDUCTOR
UFER

GROUNDING
3/4"x10'

SUPPLEMENTAL

COPPER BONDED

GROUNDING ROD

COLD WATER PIPE
BLDG
STEELE
TELECOM - CATV EQ.

GROUNDING BUS

IBT(INTERSYST

EM BONDING

TERMINATION)

SERVICE EQUIPMENT

NEUTRAL BUS

GROUND BUS
LEGEND:

KEYNOTES :

EXOTHERMIC WELD CONNECTION SUCH AS CADWELD, COMPATIBLE WITH JOINTS BEING

MECHANICAL/BOLTD CONNECTION

GROUNDING ELECTRODE CONDUCTOR SIZE PER PLAN

MAIN BONDING JUMPER SIZE PER PLAN

SYSTEM BONDING JUMPER SIZE PER PLAN

ALL GROUNDING ELECTRODES AS SHOWS THAT ARE PRESENT AT EACH BUILDING OR

STRUCTURE SERVED SHALL BE BONDED TOGETHER TO FORM THE GROUNDING

SYSTEM, WHERE NONE OF THESE GROUNDING ELECTRODE EXIST, ONE OR MORE OF THE GROUNDING ELECTRODES SPECIFIED IN 250.52(A)(4) THROUGH 250.52(A)(8) SHALL BE INSTALLED AND USED PER CEC250.50 SIZE PER PLAN
CONTRACTOR TO USE INTERSYSTEM BONDING TERMINATION DEVICE PER CEC 800.1.

DEVICE MUST COMPLY WITH THE REQUIREMENTS OF CEC 250.94

BONDING OF METALLIC GAS OR OTHER PIPES THAT ARE LIKELY TO BE ENERGIZED,

SIZE PER PLANS
IF MULTIPLE RODS ARE USED, THEY SHALL NOT BE LESS THAN 6FT. APART 2 3
4 TYP
1 6
5 7
1 2
3 4
5 6
7 SCALE
2 SERVICE EQ. GROUNDING NTS
2"MIN
72 "TYP

MICROWAVE

OVEN RANGE
SWITCH

DOOR BELL
PUSHBUTTON 48" TYP
12" TYP
RECP.

CEILING LINE

DOORBELL
CHIME
NOTE : SEE ADA MOUNTING

HEIGHT REQUIREMENTS DETAIL

FOR ADA COMPLIANT UNIT

MOUNTING HEIGHTS
SCALE
4 TYPICAL MTG. HEIGHTS FOR SWITCHES AND RECP NTS

INTERIOR FINISH

FIRE RATED
GYPSUM

BOARD PER

ARCHITECT

WRAP OUTLET BOX WITH
PUTTY PAD, USE 3M TYPE
MPP+ MOLDABLE PUTTY

PADS(FOLLOW

MANUFACTURER

INSTALLATION

INSTRUCTION)
FILL 1/4" GAP WITH

ACOUSTICAL SEALANT

AROUND PERIMETER

OUTLET COVER
INSULATION PER TITLE - 24
SCALE
6 OUTLET BOXES IN FIRE RATED WALL NTS

DOOR BELL CHIME

REAR TRANS FRONT
REAR
DOOR
BELL
FRONT
DOOR
BELL

TRANSFORMER
HOT

NEUTRAL
GROUND

TO ELECT
PANEL

TRANSFORMER
WIRE

FRONT DOOR BELL
WIRE

REAR DOOR BELL WIRE
(WHERE REQ'D)
SCALE
5 DOOR BELL CHIME WIRING NTS
A
A

CAST METAL 'WHILE -

IN - USE' WP COVER &

RECEPTACLE

RIGID STEEL CONDUIT FOR

SUPPORT & WIRING PER NEC
ART 314

SECURE CONDUITS TO ROOF /FLOOR

JOISTS/CONCRETE SLAB

FLASHING PER ROOF MFR REQUIREMENTS
CAST METAL, 2 -
GANG,NEMA - 3R

JUNCTION BOX

WITH THREADED
HUBS
SCALE
7 INDEPENDENTLY SUPPORTED WP RECEPTACLE NTS
24" TYP.

Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE - TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 - 126
12" = 1' - 0"
10/28/2024 4:27:53 PM
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
E7.01

ELECTRICAL DETAILS
Author
Checker
24162

07.24.24 AS - BUILT DRAWINGS

PLUMBING GENERAL NOTES

1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH 2022

CPC/CMC/CBC ALL LOCAL CODES AND AUTHORITIES HAVING

JURISDICTION UNLESS NOTED WITH SPECIFIC YEAR
ADDITION.

2. ARCHITECTURAL AND STRUCTURAL PLANS ARE

CONSIDERED A PART OF THE DESIGN DRAWINGS AND ARE

TO BE USED TO DEFINE DETAIL CONFIGURATIONS

INCLUDING, BUT NOT LIMITED TO RELATIVE LOCATION OF
MEMBERS, ELEVATION, LOCATION OF ALL OPENINGS, ETC.

3. BEFORE STARTING ANY WORK, VERIFY THE ADEQUACY,

LOCATION, SIZE, AND AVAILABILITY OF ALL UTILITIES

CONCERNED, INCLUDING SEWER INVERT ELEVATIONS, AND
WATER PRESSURE.

4. ALL VENTS THROUGH ROOF AND ROOF DECKS SHALL BE

MINIMUM OF THREE FEET VERTICALLY OR TEN FEET
HORIZONTALLY FROM ANY FRESH AIR INTAKES.

5. CLEANOUTS SHALL BE REQUIRED AS INDICATED ON THE
PLANS AND INSTALLED PER SECTION 707.0 AND 719.0 OF THE
PLUMBING CODE.

6. ALL DOMESTIC WATER FIXTURES, PIPING VALVES, ETC. FOR

HUMAN CONSUMPTION SHALL COMPLY WITH CALIFORNIA
HEALTH AND SAFETY CODE 116875.

7. NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE

DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD
SET IN SECTION 609.10 OF THE PLUMBING CODE.

8. INSULATE ALL HOT WATER, HOT WATER RETURN,
CONDENSATE DRAIN PIPING AND OUTDOOR PIPING.

9. THE "ENGINEER OF RECORD" IS RESPONSIBLE FOR THE

SYSTEM DESIGN AND THE INTERPRETATION OF THAT
DESIGN FOR THIS PROJECT.

10. PIPES PASSING THROUGH FIRE RATED WALLS OR FLOORS
SHALL BE SEALED ALL AROUND WITH FIRE RATED SEALANT.

11. PROVIDE FLASHING AND/OR COUNTER FLASHING OF ALL
EXTERIOR PENETRATIONS.

12. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS
RECOMMENDATIONS.

13. PROVIDE ALL COMPONENTS REQUIRED FOR A COMPLETE
WORKABLE INSTALLATION.

14. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL

BE SECURELY FASTEN IN PLACE PER BUILDING CODE

REQUIREMENTS OR APPLICABLE MANUFACTURER
INSTALLATION REQUIREMENTS.

15. ALL EXPOSED GAS PIPING SHALL BE PROTECTED AGAINST

CORROSION BY COATING OR WRAPPING WITH AN INERT
MATERIAL APPROVED FOR SUCH APPLICATIONS.

16. ALL COMBUSTIBLE PIPING SHALL BE INSTALLED PER
CHAPTER 14 OF THE CALIFORNIA PLUMBING CODE FOR
"FIRESTOP PROTECTION".

17. PROVIDE METALLIC WATER LINE CONNECTORS FROM SHUT -
OFF TO PLUMBING FIXTURES. RUBBER AND PLASTICS ARE
NOT PERMITTED.

18. ALL FIXTURES, EQUIPMENT, PIPING, AND MATERIALS SHALL BE LISTED.

19. ALL PLUMBING FIXTURES SHALL MEET THE FLOW

REQUIREMENTS SPECIFIED IN THE CALIFORNIA PLUMBING
CODE.

20. ALL PLUMBING FIXTURES THAT PROVIDE WATER FOR HUMAN

CONSUMPTION SHALL COMPLY WITH THE CALIFORNIA LEAD
FREE LAW (PER SECTION 116875 OF THE CALIFORNIA
HEALTH AND SAFETY CODE) - LESS THAN 0.25% WEIGHTED
AVERAGE OF LEAD CONTENT.

PLUMBING LEGEND

SYMBOL ABBREVIATION DESCRIPTION
CW CW
HW
HWR
HW
HWR

COLD WATER PIPING

HOT WATER PIPING

HOT WATER RETURN PIPING

DN DROP IN PIPE

UP RISE IN PIPE
- DIRECTION IN PIPE

HB HOSE BIBB

WCO WALL CLEANOUT

U UNION

BV BALL VALVE

FCO FLOOR CLEANOUT

POC POINT OF CONNECTION

POD POINT OF DEMOLITION

FU FIXTURE UNIT

GPM GALLONS PER MINUTE
I.E. INVERT ELEVATION

NTS NOT TO SCALE

TDL TOTAL DEVELOPED LENGTH
TYP. TYPICAL
NOTE: ALL FINAL SELECTION OF PLUMBING FIXTURES SHALL BE MADE BY OWNER OR OWNER'S REPRESENTATIVE.

PLUMBING EQUIPMENT SCHEDULE
EQUIP.

TAG EQUIPMENT GAS
CFH

G G LOW PRESSURE GAS PIPING

W WASTE PIPING ABOVE FLOOR W

W WASTE PIPING BELOW FLOOR W

V VENT PIPING V
WH -1
ET -1
HOLD
(GAL.)

WATER HEATER

EXPANSION TANK
BFP -1 REDUCED PRESSURE

BACKFLOW PREVENTER - -

ELECTRICAL
kW V ∅

SIZE MAKE MODEL REMARKS
- 1-1/2" ZURN NR3XL - -
- - 1-1/2" ZURN 975XL2 - -
192 0.17 - RINNAI RXP199i 120 3
- - 1/2" AMTROL ST -1- -

SCOPE OF WORK

THE SCOPE OF WORK FOCUSES ON PROVIDING THE PLUMBING
SYSTEMS FOR REHABILITATION OF SCHOLLE HOUSE. THE

PLUMBING SYSTEMS INCLUDE THE COLD, HOT WATER, HOT

WATER RETURN, CONDENSATE, AND THE WASTE AND VENT
SYSTEM.

FIXTURE UNIT COUNT
TYPE OF FIXTURE QTY. TOTAL CW FU F.U.

FUTURE LOAD
TOTAL F.U.

TOTAL FLOW RATE

WATER CALCULATIONS
WATER INFORMATION: 110 PSI HIGH AND 100 PSI LOW
METER SIZE: 1 -1/2"
EQUIVALENT LENGTH (DEVELOPED LENGTH 88 FT + 25% FITTING ALLOWANCES) = 110 FT
PIPING MATERIAL: COPPER TYPE L
BACKFLOW PREVENTION ASSEMBLY: SIZE 1 -1/2" ZURN 975XL2

HYDRAULIC CALCULATION
A.

B.

C.

E.

F.

MINIMUM PRESSURE AT CITY MAIN
PRESSURE LOSS THROUGH 1 -1/2" METER

PRESSURE LOSS THROUGH OTHER EQUIPMENT

RESIDUAL PRESSURE REQUIRED (MOST REMOTE OUTLET)
STATIC HEAD LOSS H.
100 PSI

0.9 PSI
31 PSI
20 PSI

2.6 PSI
J.

UNIFORM FRICTION HEAD LOSS = (8.402 X 100)/110 = 7.6 PSI/100 FT

KITCHEN SINK

BATHTUB

11.5 WATER CLOSET

LAVATORY

22.5 21
SHOWER
4 2
1 1

TOTAL HW FU

WASHING MACHINE

DISHWASHER
4 1

11.5 5 0
2 2
4 4
2 2
4 4

1.5 1.5

1.5 5.5 0
30 15
HOSE BIBB 12.5 2.5 0
ADD. HOSE BIBB 2 2 01
20 GPM 11 GPM

PLUMBING PIPE AND FITTING SCHEDULE
TYPE
CW, HW
AND
HWR
WASTE

AND VENT
GAS
SIZE

ALL SIZES

MATERIAL

NO -HUB

CAST IRON,
ABS SCH X0
SCHEDULE 40

BLACK STEEL
(NOTE: WARDFLEX

WILL NOT BE

ACCEPTABLE)

FITTINGS

WROUGHT
COPPER

WROUGHT
COPPER

SILVER BRAZED

NO -HUB

CAST IRON,
ABS SCH X0

THREADED

FITTINGS ANSI
B16.3, BLACK

MALLEABLE IRON
150 LBS OR ANSI
B16.11 FORGED
STEEL

POLYETHYLENE POLYETHYLENE

LOCATION

ABOVE GRADE

BELOW GRADE

ABOVE GRADE

BELOW GRADE

ABOVE AND

BELOW GRADE

FIXTURE FLOW RATES

FIXTURE TYPE

GRAVITY TANK TYPE WATER

CLOSETS

LAVATORY FAUCETS,

RESIDENTIAL

BATHTUB/SHOWER
HEADS

KITCHEN FAUCETS
MAX. ALLOWABLE FLOW RATE

1.28 GALLONS/FLUSH

DISH WASHER

CLOTH WASHER

METERING FAUCETS

1.5 GPM AT 60 PSI

ENERGY -STAR CERTIFIED

ENERGY -STAR CERTIFIED

0.2 GALLONS/CYCLE

1.8 GPM AT 80 PSI

1.2 GPM AT 60 PSI

PIPE SIZE SCHEDULE
PIPE MATERIAL : COPPER L
ALLOW FIXTURE UNITS PSI/100FT: 5

FLUSH TANK FLUSH VALVE
1/2
3/4
1 1-1/2
2 1
7 16
46 119
1 7
18 66
245
0 20
124
0 5
I.
15 PSI

PLUMBING FIXTURE SCHEDULE

FIXTURE

TAG FIXTURE

KITCHEN SINK

BATHTUB

WATER CLOSET

LAVATORY
SHOWER

CLOTHE WASHER

DISHWASHER

ICE MAKER WALL
BOX
WC -1
L-1
BT -1
SH -1
WM -1
KS -1
DW -1
IM -1
GAS RANGE GR -1

W V T CW HW REMARKS
3" 2" INT 3/4" -
2" 1-1/2"
- 1/2"
3/4"
- 3/4" INDIRECT DRAIN

INTO KITCHEN SINK
1-1/4'
1-1/2" X
-
-
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1-1/2"
1-1/2"
1-1/2"
1-1/2"
2"
2"
2"
2"
2"
2"
2"
2"

WATER HEATER CALCULATION
WH -1

KITCHEN SINK

BATHTUB

LAVATORY
SHOWER

CLOTHE WASHER

DISHWASHER

1.5 PRESSURE LOSS THROUGH 1 -1/2" BACKFLOW PREVENTER
K.

L.

TOTAL PRESSURE LOSS AFTER PRV 61.6 PSI
TOTAL PRESSURE LOSS UP TO PRV 15.9 PSI
SET PRESSURE AT PRESSURE REDUCING VALVE 70.0 PSI
PRESSURE LOSS THROUGH WATER SUBMETER 0 PSI
M.

C FACTOR: 140

COLD WATER
LOCATION: EAST EXTERIOR WALL
FIXTURE TYPE 3/4TH OF FU TOTAL

TOTAL GPM (HUNTER'S CURVE)
EQ -1 EARTHQUAKE VALVE
QTY.
2 2
1 1
1 1
FU
1 1
4 1.5

1.5 4

TOTAL FU

0.75 3

0.75 3

1.125

1.125

1.5 3
3 1.125

1.125

1.5 11.6

9.00 HOSE BIBB HB -1
- -
PRV -1 PRESSURE REDUCING VALVE INSTALL PER MANUFACTURER'S R ECOMMENDATIONS PROVIDE OUTDOOR VENT CAP #RXOVC AND ISOLATION
VALVE KIT#MIVK-T-LW. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.

INSTALL PER MANUFACTURER'S RECOMMENDATIONS
DRYER DR -1 - -
- - 1" PSP 301 - -

INSTALL PER MANUFACTURER'S RECOMMENDATIONS
REFER TO ARCHITECTURAL DRAWINGS FOR SPECS. INSTALL PER MANUFACTURER RECOMMENDATION.

RECESSED IN WALL. ACORN #8151 WITH KEY OPERATED AND VACUUM BREAKER.

COLD WATER HOT WATER
PRESSURE AVAILABLE TO OVERCOME PIPE FRICTION (J -K) 8.4 PSI G.

ALL SIZES

ALL SIZES

ALL SIZES

ALL SIZES
TYPE "K"

HARD COPPER
TYPE "L"

HARD COPPER
-
-
-
- -
- -
- -
- -
FLUSH TANK TYPE FLOOR MOUNTED - 1.28 GPF TOTO MODEL MS614114CUF(G) ELONGATED FRONT BOWL CARLYLE II. ONE-PIECE WITH SEAT.

MAX. DESIGN VELOCITY: 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER

SIZE (INCHES)
WALL MOUNTED LAVATORY TOTO MODEL LT307(A). PROVIDE DRAIN WITH ALL RELATED ACCESSORIES. TOTO FAUCET (TEL105-C20E) STANDARD ECO POWER 0.5GPM REFER TO ARCHITECTURAL DRAWINGS FOR SPECS. INSTALL PER MANUFACTURER RECOMMENDATION.

ENERGY STAR CERTIFIED. OWNER TO PROVIDE SPECIFICATION. INSTALL PER MANUFACTURER RECOMMENDATIONS.

REFER TO ARCHITECTURAL DRAWINGS FOR SPECS. INSTALL PER MANUFACTURER RECOMMENDATIONS. INSTALL WITH HOLE FOR DISHWASHER AIR GAP.

ENERGY STAR CERTIFIED. OWNER TO PROVIDE SPECIFICATION. INSTALL PER MANUFACTURER RECOMMENDATIONS.

ENERGY STAR CERTIFIED. OWNER TO PROVIDE SPECIFICATION. INSTALL PER MANUFACTURER RECOMMENDATIONS.

PROVIDE GAS CONNECTION. 45,000 BTU/h. OWNER TO PROVIDE SPECIFICATION. SEE RISER DIAGRAM FOR PIPE SIZE. INSTALL PER MANUFACTURER RECOMMENDATIONS.

PROVIDE GAS CONNECTION. 20,000 BTU/h. OWNER TO PROVIDE SPECIFICATION. SEE RISER DIAGRAM FOR PIPE SIZE. INSTALL PER MANUFACTURER RECOMMENDATIONS.

PRESSURE LOSS THROUGH 1-1/2" PRESSURE REDUCING
VALVE
D. 8 PSI
-
-
-
-

INSTALL PER MANUFACTURER'S RECOMMENDATIONS
DEMAND FACTOR 1
DEMAND WATER HEATER SELECTION IS RINNAI #RXP199i
AT 44° F TEMPERATURE DIFFERENCE MAXIMUM FLOW RATE OF
WATER HEATER.
9 GPM
NUMBER OF WATER HEATER REQUIRED (9/9) 1
INLET WATER TEMP = 60° F, OUTLET WATER TEMP = 104° F ΔT=44° F Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
12" = 1'-0"
28-10-2024 16:55:51
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
P0.01

PLUMBING FRONT
SHEET
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS

PLUMBING SHEET INDEX

SHEET NUMBER SHEET NAME
P0.01 PLUMBING FRONT SHEET
PD2.01 PLUMBING FIRST FLOOR DEMOLITION PLAN
PD2.02 PLUMBING ROOF DEMOLITION PLAN
P2.01 PLUMBING FIRST FLOOR WATER AND GAS PLAN
P2.02 PLUMBING FIRST FLOOR WASTE AND VENT PLAN
P2.03 PLUMBING ROOF PLAN
P7.01 PLUMBING DETAILS
100% SD 10/28/2024
B
B
A
B
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 16:55:56
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
PD2.01

PLUMBING FIRST

FLOOR DEMOLITION
PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 PLUMBING FIRST FLOOR DEMOLITION PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
100% SD 10/28/2024

DEMOLITION GENERAL NOTES

1. ALL THE EXISTING PLUMBING FIXTURES AND RELATED

ACCESSORIES, WATER, WASTE AND VENT PIPING TO BE
REMOVED INSIDE THIS BUILDING.

2. PRIOR TO COMMENCING WORK CONTRACTOR SHALL VERIFY

EXACT DEPTH AND LOCATION OF EXISTING SEWER LINES AT
THE FIELD.

3. REPAIR THE WALLS, FLOORS OR CEILINGS AFTER
INSTALLATION AND INSPECTION OF UTILITIES INSTALLED.

PATCH AND PAINT TO MATCH PREVIOUS CONDITIONS.

DEMOLITION NOTES

EXISTING PLUMBING FIXTURES WITH ALL RELATED
ACCESSORIES TO BE REMOVED.

ALL THE EXISTING WATER, WASTE AND VENT PIPING TO BE
REMOVED INSIDE THIS AREA.

A.

B.

AA
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 16:55:57
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
PD2.02

PLUMBING ROOF

DEMOLITION PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 PLUMBING ROOF DEMOLITION PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
100% SD 10/28/2024

DEMOLITION GENERAL NOTES

1. ALL THE EXISTING PLUMBING FIXTURES AND RELATED

ACCESSORIES, WATER, WASTE AND VENT PIPING TO BE
REMOVED INSIDE THIS BUILDING.

2. PRIOR TO COMMENCING WORK CONTRACTOR SHALL VERIFY

EXACT DEPTH AND LOCATION OF EXISTING SEWER LINES AT
THE FIELD.

3. REPAIR THE WALLS, FLOORS OR CEILINGS AFTER
INSTALLATION AND INSPECTION OF UTILITIES INSTALLED.

PATCH AND PAINT TO MATCH PREVIOUS CONDITIONS.

DEMOLITION NOTES

ALL THE EXISTING VENT THROUGH ROOF PIPING TO BE
REMOVED INSIDE THIS AREA.

A.

NORTH PORCH
1014

LIVING ROOM
1004

DINING ROOM
1005

HALLWAY
1008

KITCHEN
1009

LAUNDRY/
PANTRY
1011
BATH-1
1012
BATH-2
1021
BEDROOM- 1
1036
CL
1037

OFFICE/
BEDROOM -3
1069
BEDROOM-2
1084
WC -1
L-1
SH -1
BT -1
L-1
WC -1
KS -1
WM -1
1 2
3 4
1 2
5 6
1-1/2" DOMESTIC COLD WATER POINT

OF CONNECTION
5 FEET AWAY FROM THE BUILDING.

REFER TO CIVIL PLANS FOR
CONTINUATION.
7 DW -1
1" LOW PRESSURE GAS POINT OF
CONNECTION 5 FEET AWAY FROM THE
BUILDING. REFER TO CIVIL PLANS FOR
CONTINUATION.
8 IM -1
GGG
GR -1
BFP -1
PRV -1
WH -1
9 9
10 DR -1
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 16:55:53
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
P2.01

PLUMBING FIRST

FLOOR WATER AND

GAS PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 PLUMBING FIRST FLOOR WATER AND GAS PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

GENERAL NOTES
A. ALL PIPING ON THIS PLAN SHALL BE CONCEALED INSIDE THE WALL, FLOOR OR CEILING UNLESS NOTED OTHERWISE.

B. REFER TO RISER DIAGRAMS FOR PIPE SIZES.

C. PROVIDE INSULATION FOR ALL HOT WATER SUPPLY, HOT

WATER RETURN, CONDENSATE DRAINAGE AND OUTDOOR
PIPING.

D. ALL PIPE PENETRATION AT THE FLOOR OR ROOF SHALL BE
PROPERLY SEALED BY THE INSTALLING CONTRACTOR.

CONSTRUCTION NOTES
1 INSTALL WATER CLOSET (FT) WITH ALL RELATED
ACCESSORIES. RUN 3/4" CW (2.5 FU) DOWN TO WATER
CLOSET.
2 INSTALL LAVATORY WITH ALL RELATED ACCESSORIES. RUN
3/4" CW (1 FU) AND 3/4" HW (1 FU) DOWN TO FAUCET.
3 INSTALL BATHTUB WITH ALL RELATED ACCESSORIES. RUN 3/4" CW (4 FU) AND 3/4" HW (4 FU) DOWN TO BATHTUB.
4 INSTALL SHOWER WITH ALL RELATED ACCESSORIES. RUN 3/4" CW (2 FU) AND 3/4" HW (2 FU) DOWN TO SHOWER HEAD.
5 INSTALL WASHING MACHINE WITH ALL RELATED ACCESSORIES.

RUN 3/4" CW (4 FU) AND 3/4" HW (4 FU) DOWN TO WASHER.

PROVIDE WASHER BOX WITH WATER HAMMER ARRESTOR FOR
WATER CONNECTIONS.
6 INSTALL KITCHEN SINK WITH ALL RELATED ACCESSORIES. RUN 3/4" CW (1.5 FU) AND 3/4" HW (1.5 FU) DOWN TO FAUCET.
7 INSTALL DISHWASHER WITH ALL RELATED ACCESSORIES.

EXTEND 3/4" HW (4 FU) FROM KITCHEN SINK TO DISHWASHER
AND PROVIDE WATER HAMMER ARRESTOR. CW CONNECTION

IS NOT REQUIRED
8 RUN 1/2" CW DOWN TO ICE MACHINE. INSTALL WALL BOX FOR WATER CONNECTION.
#
100% SD 10/28/2024
INSTALL GAS RANGE WITH ALL RELATED ACCESSORIES. RUN
3/4" G (45 CFH) DOWN.
9 INSTALL DRYER WITH ALL RELATED ACCESSORIES. RUN 3/4" G (20 CFH) DOWN.
10 NORTH PORCH
1014

LIVING ROOM
1004

DINING ROOM
1005

HALLWAY
1008

KITCHEN
1009

LAUNDRY/
PANTRY
1011
BATH-1
1012
BATH-2
1021
BEDROOM- 1
1036
CL
1037

OFFICE/
BEDROOM -3
1069
BEDROOM-2
1084
WC -1
L-1
SH -1
BT -1
L-1
WC -1
KS -1
WM -1
1 2
3 4
1 2
5 6
7 DW -1
4" SEWER POINT OF
CONNECTION 5 FEET

AWAY FROM THE
BUILDING. REFER TO

CIVIL PLANS FOR
CONTINUATION.
4" VTR
4" VTR
3" COTG
4" COTG
1/8" / 12" 1/8" / 12"
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 16:55:54
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
P2.02

PLUMBING FIRST

FLOOR WASTE AND

VENT PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 PLUMBING FIRST FLOOR WASTE AND VENT PLAN N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"

GENERAL NOTES
A. ALL PIPING ON THIS PLAN SHALL BE CONCEALED INSIDE THE WALL, FLOOR OR CEILING UNLESS NOTED OTHERWISE.

B. REFER TO RISER DIAGRAMS FOR PIPE SIZES.

C. PROVIDE INSULATION FOR ALL HOT WATER SUPPLY, HOT

WATER RETURN, CONDENSATE DRAINAGE AND OUTDOOR
PIPING.

D. ALL PIPE PENETRATION AT THE FLOOR OR ROOF SHALL BE
PROPERLY SEALED BY THE INSTALLING CONTRACTOR.
# CONSTRUCTION NOTES
1 INSTALL WATER CLOSET (FT) WITH ALL RELATED
ACCESSORIES. RUN 3" W (3 FU) DOWN AND 2" V UP FROM
WATER CLOSET.
2 INSTALL LAVATORY WITH ALL RELATED ACCESSORIES. RUN
2" W (1 FU) DOWN AND 1-1/2" V UP FROM LAVATORY.
3 INSTALL BATHTUB WITH ALL RELATED ACCESSORIES. RUN
2" W (2 FU) DOWN AND 1-1/2" V UP FROM BATHTUB DRAIN.
4 INSTALL SHOWER WITH ALL RELATED ACCESSORIES. RUN 2 "
W (2 FU) DOWN AND 1-1/2" V UP FROM SHOWER DRAIN.
5 INSTALL WASHING MACHINE WITH ALL RELATED
ACCESSORIES. RUN 2" W (3 FU) DOWN AND 1-1/2" V UP FROM
WASHER BOX.
6 INSTALL KITCHEN SINK WITH ALL RELATED ACCESSORIES.

RUN 2" W (2 FU) DOWN AND 1-1/2" V UP FROM SINK.
7 INSTALL DISHWASHER WITH ALL RELATED ACCESSORIES.

CONNECT DRAIN INTO KITCHEN SINK TAILPIECE.
100% SD 10/28/2024
4" VTR
4" VTR
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
1/4" = 1'-0"
28-10-2024 16:55:55
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
P2.03

PLUMBING ROOF PLAN
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
1/4" = 1'-0" 1 PLUMBING ROOF PLAN
N
0 2' 4' 8'
SCALE: 1/4" = 1'-0"
100% SD 10/28/2024

GENERAL NOTES
A. ALL PIPE PENETRATION AT THE FLOOR OR ROOF SHALL BE
PROPERLY SEALED BY THE INSTALLING CONTRACTOR.

B. REFER TO RISER DIAGRAMS FOR PIPE SIZES.
1 TANKLESS WATER HEATER DETAIL
NTS
2 HOSE BIBB DETAIL
NTS
3 CONDENSATE DRAIN DISCHARGE DETAIL
NTS
4 DISHWASHER DRAIN CONNECTION DETAIL
NTS

GAS SUPPLY

HOT WATER SUPPLY

COLD WATER SUPPLY
SRV

GAS SUPPLY LINE

CW SUPPLY LINE

HW SUPPLY LINE

CONDENSATE DISCHARGE

EXPANSION TANK
AMTROL #ST-1
WH-1

DRAIN CONDENSATE

TO FLOOR SINK
3/4" PRESSURE TEMPERATURE

RELIEF VALVE DISCHARGE TO

FLOOR SINK

PROVIDE OUTDOOR VENT KIT

BUILT-IN CIRCULATION PUMP

HOT WATER RETURN

HW RETURN LINE

WALL SECTION

FRONT ELEVATION

FINISHED
WALL (TYP.)
3/4" CW CONNECT

TO HOSE BIBB

LOOSE KEY

WITH VACUUM

BREAKER
3/4" CW CONNECT

TO HOSE BIBB

MAINTAIN

WATERTIGHT SEAL

BETWEEN BIBB AND
BOX

WALL BOX

HOSE BIBB

CONDENSATE

DRAINAGE FROM

MECHANICAL

EQUIPMENT
2"

NEARBY WALL

FLOOR SINK/FLOOR DRAIN

P-TRAP TO WASTE
SYSTEM

VENT LINE
FLOOR

MOUNT PIPE

SUPPORT

CONDENSATE DRAINAGE

INDIRECT WASTE TO

FLOOR SINK
814.5 POINT OF DISCHARGE

AIR-CONDITIONING CONDENSATE WASTE PIPES SHALL CONNECT
INDIRECTLY, EXCEPT WHERE PERMITTED IN SECTION 814.6, TO

THE DRAINAGE SYSTEM THROUGH AN AIR GAP OR AIR BREAK TO

TRAPPED AND VENTED RECEPTORS, DRY WELLS, LEACH PITS, OR THE TAILPIECE OF PLUMBING FIXTURES. A CONDENSATE DRAIN

SHALL BE TRAPPED IN ACCORDANCE WITH THE APPLIANCE
MANUFACTURER'S INSTRUCTIONS OR AS APPROVED.

CONDENSATE DRAIN

DOWN IN
WALL.DISCHARGE IN THE

TAILPIECE OF THE

LAVATORY
WALL

LAVATORY OR

SERVICE SINK

NEW SLIP-JOINT

FITTING
P-TRAP

FINISHED
FLOOR
CD
RUN 3/4" CD

ALONG INTERIOR
WALL
814.6 CONDENSATE WASTE FROM AIR-CONDITIONING COILS

WHERE THE CONDENSATE WASTE FROM AIR-CONDITIONING

COILS DISCHARGES BY DIRECT CONNECTION TO A LAVATORY

TAILPIECE OR TO AN APPROVED ACCESSIBLE INLET ON A

BATHTUB OVERFLOW, THE CONNECTION SHALL BE LOCATED IN

THE AREA CONTROLLED BY THE SAME PERSON CONTROLLING
THE AIR-CONDITIONED SPACE.

INDIRECT DRAIN TO RECEPTOR DIRECT DRAIN TO LAVATORY TAILPIECE

FINISHED
FLOOR

LOCKABLE ACCESS

PANEL IN WALL
2" WASTE DOWN
NEW 1-1/2" VENT UP 2" DRAIN

FINISHED FLOOR

COUNTER TOP

FLOOD LEVEL RIM
MINIMUM 6" ABOVE

DISHWASHER
2" WASTE DOWN

DRAIN CONNECTION

DISHWASHER

AIR GAP FITTING
Budlong
An MBE|SBE|DBE|LSBE Firm
Glendale|Downtown LA|Camarillo
W W W . B U D L O N G . C O M
CLIENT
170 MAIDEN LANE, 5TH FLOOR
SAN FRANCISCO, CA 94108
TEL 415.362.5154
WWW.PAGE-TURNBULL.COM
TITLE
ISSUE

SEAL & SIGNATURE

CONSULTANT

ARCHITECT

PROJECT

ISSUE DATE
PAGE & TURNBULL, INC. 2023 c
SCALE

DRAWN BY

CHECKED BY

JOB NUMBER

ISSUANCE TITLE ISSUANCE DATE
Job No. 24 -126
12" = 1'-0"
28-10-2024 16:55:56
Autodesk Docs://24162 Scholle House HSR/MEP23_24-126_ScholleHouse Rehabilitation.rvt

LAND PLANNING/ ENTITLEMENT

CONSULTING
434 PARK COTTAGE PLACE
CAMARILLO, CA 93012

SCHOLLE HOUSE

REHABILITATION
Scholle Farmhouse
Camrillo, CA, 93010
P7.01

PLUMBING DETAILS
Author
Checker
24162

07.24.24 AS-BUILT DRAWINGS
100% SD 10/28/2024