1. UP
1
A101
SIM
1 Ref
A101
Ref
1
1 Ref
Ref
1
Room name
101
101
1t
1 / A101
NORTH ARROW
SECTION
SECTION NUMBER
SHEET NUMBER
ELEVATION NAME
SHEET NUMBER
INTERIOR ELEVATION MARKER
ROOM NAME
ROOM NUMBER
ROOM TAG
DOOR NUMBER
DOOR TAG
WINDOW LABEL
WINDOW TAG
SHEET NUMBER
DETAIL NUMBER
VIEW REFERENCE
92 94
96
98
100
102
104
92
94
96
98
100
77'-25"
82'-24"
N35°13'16"W
S37°37'06"E
KONA LANE
6' - 0"
SIDEWALK
PAVING
SITE NOTES:
1. GRADE SITE AS INDICATED ON SITE PLAN. GRADE
TO AVOID ON-SITE WATERRETENTION AND DRAINAGE
ONTO ADJACENT SITES. SEE CIVIL ENGINEER'S GRADING
PLAN. NOTIFY PROJECT DESIGNER OF ANY DISCREPANCIES.
2. PROVIDE A MINIMUM OF 2% GRADE SLOPE AWAY FROM
THE BUILDING PAD FOR A DISTANCE OF NOT LESS THAN 5'-0".
SURFACE DRAINAGE OVER DRIVEWAYS AND SIDEWALKS IS
PROHIBITED WHEN THE AREA TO BE DRAINED EXCEEDS 1/4 ACRE.
3. ANY SURVEY MONUMENT WITHIN THE AREA OF CONSTRUCTION
SHALL BE PRESERVED OR RESET BY A REGISTERED CIVIL ENGINEER
OR LICENSED LAND SURVEYOR. VERIFY LOCATE AND INDICATE
ALL PROPERTY CORNERS, SETBACKS, EASEMENTS AND BUILDING
LOCATION CORNERS PRIOR TO FOUNDATION INSPECTION.
4. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR
COMPACTED FILL. SEE SOILS ENGINEERS REPORT FOR GROUND
SURFACE PREPARATION.
SETBACK
17' - 0"
SETBACK
0' - 0"
SETBACK
PG&E SPLICE BOX
WATER
METERS
71'-11"
75'-07"
100'-08"
100'-08"
25' - 06"
5' - 07"
5' - 11"
9' - 02"
1ST FLOOR ELEVATION
0 '- 0" = 100'
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale As indicated
Project Number
Date
Checked By
Title Sheet - Site Plan
Semester Project
Fall 2014
Martin Pauly
A-0
SHEET LIST
Sheet Description
A-0 Title Sheet - Site Plan
A-1 Floor Plan
A-2 Foundation Plan
A-3 Exterior Elevations
A-4 Sections
A-5 Floor - Roof Framing Plan
A-6 Interior Elevations
A-8 Door & Window Schedual
D-1 Details
D-2 Details
E-1 Electrical
VICINITY MAP
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2007 ADDITIONS
OF THE CALIFORNIA BUILDING CODE (CBC), THE CALIFORNIA PLUMBING CODE (CPC),
THE CALIFORNIA MECHANICAL CODE (CMC), AND THE CALIFORNIA ELECTRICAL
CODE (CEC)
2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE,
FEDERAL LAWS, CODES, ORDINANCES, RULES, REGULATIONS AND COVENANS.
3. ALL MATERIALS SHALL CONFIRM TO STANDARD SPECIFICATIONS OF ASTM.
4. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, DIMENSIONS, PROPERTY
LINES, SETBACKS AND LAYOUT PRIOR TO BEGINING WORK.
5. NOTIFY PROJECT DESIGNER OF ANY DISCREPANCIES OR OTHER QUESTIONS
OR INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS.
SYMBOLS
ABBREVIATIONS
ADJ ADJUSTABLE
BATT BATT INSULATION
BLKG BLOCKING
BM BEAM
CAB CABINET
CC CENTER TO CENTER
CEM CEMENT
CLG CEILING
CO CLEAN OUT
CONC CONCRETE
CONT CONTINUOUS
CW COLD WATER
DBL DOUBLE
DN DOWN
DR DOOR
DS DOWN SPOUT
DS DOOR STOP
(E) EXISTING
ELEC ELECTRICAL
ELEV ELEVATION
EQUIP EQUIPMENT
EXT EXTERIOR
FF FINISH FLOOR
FLR FLOOR
FOF FACE OF FINISH
FOS FACE OF STUD
FRM FRAMING
FTG FOOTING
GYP BD GYPSUM BOARD
HDR HEADER
HORZ HORIZONTAL
HT HEIGHT
HW HOT WATER
INSUL INSULATION
INT INTERIOR
MECH MECHANICAL
MIN MINIMUM
MR MOISTURE
RESISTANT
(N) NEW
NTS NOT TO SCALE
O/ OVER
O.C. ON CENTER
PL PLATE
PLMBG PLUMBING
PLYWD PLYWOOD
S & P SHELF & POLE
SC SOLID CORE
SH SINGLE HUNG
SIM SIMILAR
SLDR SLIDER
SP STRUCTURAL
PLYWOOD
SQ SQUARE
SS SANITARY SEWER
STRUCT STRUCTURAL
TB TOWEL BAR
TR TOWEL RING
TT TOILET TISSUE
HOLDER
(TYP) TYPICAL
UNO UNLESS NOTED
OTHERWISE
VENT VENTILATION
W/ WITH
W/O WITH OUT
WC WATER CLOSET
WD WOOD
WDO WINDOW
WH WATER HEATER
WR WATER RESISTANT
ELLIS RESIDENCE
DILLION BEACH, CALIFORNIA
1 1/8" = 1'-0" Site
BUILDING DATA
Occupancy Type: R-3
Area of Building: 1327
Building Construction Type: Type V-No hour
PROJECT INFORMATION
Owner: John Ellis
Project Address: 32 Kona Ln, Dillon Beach, CA
Assessor Parcel Number: 47-032-99-580
APPLICABLE CODES
2013 CALIFORNIA BUILDING CODE
(TITLE 24 - PART 2)
2013 CALIFORNIA MECHANICAL CODE
(TITLE 24 - PART 4)
2013 CALIFORNIA PLUMBING CODE
(TITLE 24 - PART 5)
2013 CALIFORNIA ELECTRICAL CODE
(TITLE 24 - PART 3)
2013 CALIFORNIA FIRE CODE
(TITLE 24 - PART 9)
2014 TITLE 24 - ENERGY CODE
2. REF.
NIC
UP
C
A-6
1 A
2B
3C
1
A-4
1
A-4
A-6 4Bath A
2
A-4
F
E
K
D
23
26
31
17
5' - 10 3/8" 4' - 7 3/16" 8' - 8 5/16" 9' - 3 15/16"
15' - 7 7/8" 10' - 6 1/2" 3' - 4 1/2" 13' - 1 3/8"
22' - 7 9/32" 2' - 8 15/16" 8' - 11 3/8"
5' - 0" 6' - 8 3/8"
8' - 3" 2' - 8"
3' - 9" 3' - 2 5/8"
34' - 3 19/32"
42' - 8 1/4"
10' - 5 9/16" 18' - 0 1/4"
28' - 5 13/16"
8' - 0 1/8" 6' - 6 7/8" 9' - 11 1/16" 9' - 2 1/2" 4' - 2 9/16"
14' - 7" 23' - 4 1/8" 4' - 9 1/8"
42' - 8 1/4"
Storage
104
Break Room
103
Work Space
102
Entry / Work Space
101
Bathroom A
105
0' - 07" RISE
0' - 11" RUN
A
A
A
A
A
A
C
C
C
C
3
A-4
16' - 0 7/8" 12' - 4 15/16"
5' - 7 3/8" 5' - 3 1/4" 5' - 2 1/4" 5' - 8 9/16" 6' - 8 3/8"
A-6 5Bath B
18 19
20
21
A
25
G
1st Floor Exterior
2nd Floor Exterior
Interior Wall
G G
D
A
L
11' - 7 1/8" 4' - 1 1/2" 12' - 4 5/8"
10' - 10 5/8" 2' - 10 5/8" 2' - 10 5/8" 11' - 9 15/16"
1/2" = 1'-0"
1/2" = 1'-0"
1/2" = 1'-0"
6' - 2 3/8" 10' - 11 3/8" 6' - 2 3/8"
2' - 8"
3' - 0 9/16"
28' - 5 13/16"
28' - 1 1/4"
28' - 5 13/16"
23' - 4 1/8"
2' - 8 1/4" 4' - 1 7/16" 2' - 10 3/16"
9' - 1 1/8" 2' - 8 1/4"
2' - 10 3/16" 9' - 5 15/16" 8' - 1 13/16" 2' - 10 3/16"
Office
203
Waiting Area
201
Conference Room
202
Bathroom B
204
B
B
B
B
B
C
C
C
C
C
1/2" GYPSUM
WALL BOARD
2" RIGID
INSULATION
1' CONCRETE
1/4" PLYWOOD
SHEATHING
3/8" PLYWOOD
SHINGLE PANELS
1/2" GYPSUM
WALL BOARD
R19 INSULATION
1/2" PLYWOOD
1 1/2" RIGID
INSULATION
3/8" PLYWOOD
SHINGLE PANELS
2X6 STUDS
1/2" GYPSUM
WALL BOARD
R19 INSULATION
2X4 STUDS
2X6 STUD LAYER
FOR PLUMBING WALLS
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale As indicated
Project Number
Date
Checked By
Floor Plan
Semester Project
Fall 2014
Author
A-1
1 1/4" = 1'-0" 1st Floor- Dimensions
A
B
C
2 1/4" = 1'-0" 2nd Floor- Dimensions
A
B
C
NOTE:
EXTERIOR 1ST FLOOR WALLS
EXTERIOR 2ND FLOOR WALLS
ALL INTERIOR WALLS
PLUMBING WALLS MADE WITH
2X6 STUD LAYER
3. 4" AGGREGATE BASE
1/2" ANCHOR BOLT
0' - 3" CLR
2X6 SILL PLATE
#4 REBAR 3" MIN
FROM T.B.
#3 REBAR
1/2" ANCHOR BOLT
2X4 SILL PLATE
#4 REBAR @ 24" O.C.
#3 REBAR @ 24" O.C.
#3 REBAR 3" MIN
FROM T.B.
4" AGGREGATE BASE
0' - 3" CLR
4" AGGREGATE BASE
2X12
2X6 SILL PLATE
3/4" ANCHOR BOLT
#3 REBAR
@24" O.C.
#3 REBAR
#3 REBAR
@ 24" O.C.
#4 REBAR
0' - 6" MIN
1' - 6"
2' - 0"
1
A-4
1
A-4
2
A-4
2
A-4
1 / A-2 3 / A-2
2 / A-2
4" CONCRETE SLAB ON GRADE
W/ #3 REBAR @ 24" EACH WAY OVER
10 MIL VAPOR BARRIER O/ 4" AGGREGATE BASE
17' - 11 1/2"
14' - 7"
10' - 5 9/16"
23' - 3 3/8"
42' - 7 1/2"
34' - 3 7/32"
16' - 0 7/8"
21' - 11 1/32"
FOUNDATION NOTES:
1. VERIFY AND CHECK ALL FOUNDATION DIMENSIONS WITHIN FLOOR PLAN BEFORE POURING OF CONCRETE
FOOTINGS AND SLAB. SOILS EGINEER AND CONCRETE CONTRACTOR SHALL VISIT SITE TO INSPECT AND
ACCEPT ALL EXCAVATIONS AND SITE CONDITIONS PRIOR TO STARTING WORK.
2. COORDINATE AND VERIFY LOCATION OF ALL STRUCTURAL ELECTRICAL, MECHANICAL ROUGH-INS AS WELL
AS MODIFICATIONS FOR FLOOR FINISHES PRIOR TO STARTING WORK.
3. UNLESS OTHERWISE NOTED, STILL ANCHOR BOLTS SHALL BE 1/2"X10" EMBEDDED 7" INTO CONCRETE AT
4'-0" O.C. MAXIMUM AND EQUALLY SPACED. TWO BOLTS SHALL BE PROVIDED AT ALL INTERIOR AND EXTERIOR
FOOTINGS. CONCRETE ANCHORS OF EQUIVALENT DIAMETER AND WITHDRAWAL FORCE MAY BE SUBSTITUTED
FOR ANCHOR BOLTS WITH APPROVAL OF THE STRUCTURAL ENGINEER.
4. THE FOLLOWING ARE MINIMUM REQUIREMENTS FOR THE CONCRETE MIX:
COMPRESSIVE STRENGTH: ALL CONCRETE TO TEST A MINIMUM OF 2500 PSI IN 28 DAYS UNLESS OTHERWISE
NOTED ON FOUNDATION PLAN.
CEMENT: ASTM C150 TYPE II OR BETTER
WATER/CEMENT RATIO: 0.5 MAXIMUM
WATER: FREE OF OIL, SALT, ACIDS, ETC.
AGGREGATE: MAXIMUM SIDE 4"
SLUMP: 4" MAXIMUM
VIBRATION: ALL CONCRETE SHALL BE VIBRATED INTO PLACE.
5. ALL POST AND COLUMNS MUST BE ELEVATED A MINIMUM OF 6" ABOVE GRADE AND 1" ABOVE CONCRETE
SURFACES WITH A POST BASE APPROVED BY THE STRUCTURAL ENGINEER OR PROJECT DESIGNER.
6. HOLD-DOWNS SHALL BE LOCATED BY CLOSE EVALUATION OF OPENING LOCATIONS, SHEAR WALL
LOCATIONS AND FRAMING PLANS. HOLD-DOWNS SHALL NOT BE SCALED FROM FOUNDATION PLANS.
7. ANCHOR BOLTS, HOLD-DOWNS, RODS AND STRAPS SHALL BE CAST-IN-PLACE WITH CONCRETE.
8. SEE DETAIL SHEETS FOR TYPICAL HOLD-DOWNS AT FOUNDATIONS.
9. HOLD-DOWN ANCHORS SHALL BE STANDARD ASTM A307 "J" OR "L" BOLTS, ASTM A36 THREADED ANCHOR BOLT
WITH DOUBLE NUTS AND WASHER AT BOTTOM OR SIMPSON (OR EQUAL) "SSTB" ANCHOR BOLTS. REFER TO
MANUFACTURERS SPECIFICATIONS FOR SIZE, EMBEDMENT, COVERAGE AND OTHER REQUIREMENTS.
3
A-4
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale As indicated
Project Number
Date
Checked By
Foundation Plan
Semester Project
Fall 2014
Author
A-2
1 1/2" = 1'-0" Callout- Interior Non Bearing Wall
2 1/2" = 1'-0" Callout- Interior Load Bearing Wall
3 1/2" = 1'-0" Callout- Exterior Footing
4 1/4" = 1'-0" Foundation Plan
4. D H B B J
29
WOOD SHINGLES
PLYWOOD SHINGLE PANELS
2 1/8"
1'-0"
12' - 6 5/16"
21' - 10 3/16"
F
7
A
B B
G
2 1/8"
1'-0"
WOOD SHINGLES
PLYWOOD SHINGLE PANELS
23' - 2 9/32"
I
1
K
L
D
2 1/8"
WOOD SHINGLES 1'-0"
PLYWOOD SHINGLE PANELS
23' - 2 9/32"
27
E C
28
I
23
G G
F
E
2 1/8"
1'-0"
WOOD SHINGLES
PLYWOOD SHINGLE PANELS
12' - 6 5/16"
21' - 10 3/16"
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale 1/8" = 1'-0"
Project Number
Date
Checked By
Exterior Elevations
Semester Project
Fall 2014
Author
A-3
1 1/8" = 1'-0" East Elevation
2 1/8" = 1'-0" North Elevation
3 1/8" = 1'-0" South Elevation
4 1/8" = 1'-0" West Elevation
5. 3
A-2
3/8" PLYWD SHINGLE
PANELS
1 1/2" RIGID INSULATION
1/2" PLYWOOD
R19 INSULATION
1/2" GYPSUM BOARD
1/4" PLYWD
2" RIGID INSULATION
12" CONCRETE
1/2" GYPSUM BOARD
1
0' - 6" MIN A-2
2
A-2
1' AGGREGATE BASE
INTERIER LOAD
BEARING WALL
1/2" GYPSUM BOARD
R19 INSULATION
2nd Ceiling
19' - 0"
2nd Floor
10' - 0"
1st Ceiling
9' - 0"
1st Floor
0' - 0"
Office
203
Conference Room
202
Work Space
102
Storage
104
Waiting Area
201
Entry / Work Space
101
R19 INSULATION
R30 INSULATION
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale As indicated
Project Number
Date
Checked By
Sections
Semester Project
Fall 2014
Author
A-4
1 1/2" = 1'-0" Wall Section- Exterior Walls
2 1/2" = 1'-0" Section- Interior Load Bearing Wall
3 1/4" = 1'-0" Section- Building Cut
6. 1
A-4
1
A-4
1. WALL SHEATHING : ALL NEW EXTERIOR WALLS AND OTHER WALLS NOTED ON DRAWINGS
TO BE SHEATHED WITH A MINUMUM OF 1/2" CDX PLYWOOD OR OSB WITH 8D COMMON NAILS
SPACED AT 6" O.C. EDGE NAILING AND 12" FIELD NAILING, BLOCKED AT PLYWOOD EDGES.
2. FLOOR SHEATHING: FLOOR SHEATHING TO 1 1/8" COMBINATION SUBFLOOR UNDERLAYMENT
APA 48" O.C.T & G PLYWOOD, GLUED AND NAILED WITH 10D COMMON AT 6" O.C. AT ALL SUPPORTS.
STAGGER JOINTS.
3. ROOF SHEATHING: ALL NEW ROOF FRAMING TO BE SHEATHED WITH A MINIMUM OF 1/2" CDX
PLYWOOD OR OSB PLACED WITH STAGGERED JOINTS AND NAILED WITH 8D COMMON NAILS AT 6"
O.C. EDGE NAILING AND 12" FIELD NAILING. WHERE CALIFORNIA FRAMING IS INDICATED, ROOF
SHEATHING SHALL BE APPLIED TO BOTH UPPER AND LOWER ROOFS.
4X8 BEAM
3/4" PLYWOOD SHEATHING
STAGGERED
2X4 HEADER
6X12 HEADER
2X6 HEADER
4X8 BEAM
SHEATHING NOTES:
NOTE:
USE 2X4 HEADERS OVER
OPENINGS 3'-0" OR LESS.
LEGEND:
HEADER
BEAM
NON-BEARING WALL
LOAD BEARING WALL
11 7/8" TGI 560
@ 24" O.C. TYP
2
A-4
3
A-4
1
A-4
1
A-4
RIDGE
RIDGE
HIP
RIDGE
3" / 1'-0" 3" / 1'-0"
3" / 1'-0"
0' - 6" TYP
0' - 6" TYP
3" / 1'-0"
3" / 1'-0" 3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
VALLEY
VALLEY
VALLEY
VALLEY
HIP
VALLEY
VALLEY
VALLEY
-
---
-
---
0' - 6" TYP
0' - 6" TYP
2
A-4
NOTE:
USE 2X4 HEADERS OVER
OPENINGS 3'-0" OR LESS.
6X8 HEADER
6X8 HEADER
6X8 HEADER
6X6 HEADER
2X4 HEADER
6X8 HEADER 6X6 HEADER
2X4 HEADER
FRAMING NOTES:
1. ALL BEAMS TO SUPPORTED WITH FULL BEARING BELOW.
2. ALL FRAMING LUMBER TO BE DF #2 OR BETTER UNLESS
OTHERWISE NOTED.
3. ALL BEAMS AND HEADERS TO BE DF #2 OR BETTER UNLESS
OTHER WISE NOTED.
USE 1 KING STUD AND TRIMMER AT OPENING 6' AND SHORTER.
USE 2 TRIMMERS AT OPENINGS LARGER THAN 6'.
4.TRUSS MANUFACTURER US RESPONSIBLE FOR CONNECTIONS
OF TRUSS TO TRUSS OR TRUSS TO GIRDER TRUSS.
5. PROVIDE 1/2" CLEARANCE BETWEEN TOP PLATE OF INTERIOR
PARTITIONS AND BOTTOM CHORD OF TRUSSES TO INSURE DESIGN
LOADING. TRUSS MANUFACTURER SHALL LIMIT DEFLECTION TO 1/2"
OR PROVIDE CAMBER AS NEEDED TO NOT LOAD INTERIOR NON-BEARING
PARTITIONS.
6. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH
ARCHITECTURAL PLANS, INCLUDING PLATE HEIGHTS, CEILING
CONFIGURATIONS, ROOF PITCH (VERIFY ROOF PITCH WITH
CONTRACTOR) AND GENERAL TRUSSLAYOUT. ALL TRUSS DIMENSIONS
AND GEOMETRY SHALL BE VERIFIED BY TRUSS MANUFACTURER PRIOR
TO FABRICATION AND DELIVERY. TRUSSES TO BE STORED, ERECTED
AND BRACED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
7. TRUSS MANUFACTURER MUST SUBMIT 4 COPIES OF TRUSS
CALCULATIONS AND DRAWINGS TO CONTRACTOR. TRUSS CALCULATIONS
AND DRAWINGS MUST BE APPROVED BY THE BUILDING DEPARTMENT
PRIOR TO FABRICATIONS.
8. UNLESS OTHERWISE NOTED, ALL EXTERIOR WALLS SHALL BE 2 X 4
@ 16" O.C. AND INTERIOR NON-BEARING PARTITIONS SHALL BE 2 X 4 @
16" O.C. PLUMBING WALLS SHALL BE 2 X 6 @ A6" O.C.
@ 24" O.C. TYP
3/4" PLYWOOD SHEATHING
STAGGERED
UPPER ROOF
LOWER ROOF
3
A-4
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale 1/4" = 1'-0"
Project Number
Date
Checked By
Floor - Roof Framing Plan
Semester Project
Fall 2014
Author
A-5
1 1/4" = 1'-0" 2nd Floor- Framing
2 1/4" = 1'-0" Roof- Framing
9. RO.
DOOR
2X6 DOUBLE
TOP PLATE
CRIPPLE
6X6 HEADER
2X6 STUD
2X6 TRIMMER STUD
2X6 SOLE PLATE
2X6 DOUBLE
TOP PLATE
CRIPPLE
6X6 HEADER
2X6 STUD
2X6 TRIMMER STUD
2X6 ROUGH SILL
CRIPPLE STUD
2X6 SOLE PLATE
WIDTH
HEIGHT
2X6 SOLE PLATE
2X6 SPACER
2X6 STUD
2X6 STUD
2X6 NAILER
2X6 SOLE PLATE
2X6 STUD
2X6 SOLE PLATE
Detail- Door Framing
WOOD FLOOR
2 - 2X6 RDWD
TREADS TYP
O/2X4 CLEAT
W/5 #S5 WOOD
SCREWS TO STRINGER
2X12
STRINGER
1/2" GYPSUM O/
6" STEEL FRAMING
1/2" SP
3"
Detail- Intersecting Between Studs
2X STUD
INSULATION
1/2" GYPSUM
WALL BOARD
FASCIA
ROOF RAFTER
METAL STRAPS
3/4" PLYWOOD
WOOD SHINGLES
CONTINUOUS 2" SOFFIT VENT
3/4" SHEATHING
16d PER SHEAR
WALL SCHEDULE
FLR SHEATH'G
PER PLAN
FLR JSTS
PER PLAN
2x BLK'G
@ 48"o.c.
E.N.
Detail- Window Framing
WALL SCHEDULE
E.N.
PER PLAN
OR 16" oc
B.N.
SHR. WALL
A35's PER SHEAR
SHR. WALL
PER PLAN
Detail- Roof Framing
SHEAR WALL
PER PLANS
E.N.
E.N.
2x BLK'G
@ 48" oc
Detail- Corner Formed With Full Studs
CLG JSTS
PER PLAN
16d PER SHR.
WALL SCHEDULE
A35 PER SHR.
WALL SCHED.
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale As indicated
Project Number
Date
Checked By
Details
Semester Project
Fall 2014
Author
D-1
1/2" = 1'-0"
1/2" = 1'-0"
3/4" = 1'-0"
3/4" = 1'-0"
Detail- Stair Side
1 1/2" = 1'-0"
1/2" = 1'-0"
Detail- Eave
1 1/2" = 1'-0"
Detail- Floor
1/4" = 1'-0"
Detail- Ceiling
1/4" = 1'-0"
10. WOOD SIDING
Lap
AIR BARRIERS
ROUGH CARPENTRY
Sheathing
ROUGH CARPENTRY
2x Wall
BLANKET INSULATION
GYPSUM BOARD ASSEMBLIES
SHEET METAL FLASHING AND TRIM
Head Flashing
ROUGH CARPENTRY
2x Header
JOINT PROTECTION
Cont. Around Frame, Typ. Ea. Side
ROUGH CARPENTRY
Wood Trim, Typ. Ea. Side
Door Head
WOOD DOORS
Wood Door and Frame
WOOD SIDING
Lap
AIR BARRIERS
ROUGH CARPENTRY
Wall Sheathing
ROUGH CARPENTRY
Stud Wall
BLANKET INSULATION
GYPSUM BOARD ASSEMBLIES
JOINT PROTECTION
Cont. Around Frame, Typ. Ea. Side
MISCELLANEOUS ROUGH CARPENTRY
1x4 Wood Trim
WOOD DOORS
Wood Door and Frame
WOOD DOORS
Wood Door and Frame
DOOR HARDWARE
Threshold Set in Sealant
Finish Floor
CAST-IN-PLACE CONCRETE
EXPANSION CONTROL
ROUGH CARPENTRY
2x4 Wd. Stud Wall
BLANKET INSULATION
GYPSUM BOARD ASSEMBLIES
Typ. Ea. Side
ROUGH CARPENTRY
2x Header
JOINT PROTECTION
Cont. Around Frame, Typ. Ea. Side
ROUGH CARPENTRY
Wood Trim, Typ. Ea. Side
Door Head
WOOD DOORS
Wood Door and Frame
ROUGH CARPENTRY
2x4 Wd. Stud Wall
BLANKET INSULATION
GYPSUM BOARD ASSEMBLIES
Typ. Ea. Side
JOINT PROTECTION
Cont. Around Frame, Typ. Ea. Side
MISCELLANEOUS ROUGH CARPENTRY
1x4 Wood Trim
WOOD DOORS
Wood Door and Frame
WINDOW AS
SPECIFIED, SEE
WINDOW SCHEDULE
SEALANT W/
BACKER ROD
SHIM AS REQUIRED
DBL 2X SILL
FLASHING
5/8" TYPE. X GYP. BD.
WALL ASMBLY
PER PLAN
WINDOW AS
SPECIFIED, SEE
WINDOW SCHEDULE
SEALANT W/
BACKER ROD
SHIM AS REQUIRED
DBL 2X SILL
FLASHING
5/8" TYPE. X GYP. BD.
WALL ASMBLY
PER PLAN
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale As indicated
Project Number
Date
Checked By
Details
Semester Project
Fall 2014
Author
D-2
Detail- Exterior Door Header
1/4" = 1'-0"
Detail- Exterior Door Jamb
1/4" = 1'-0"
Detail- Exterior Door Sill
1/4" = 1'-0"
Detail- Interior Door Header
1/4" = 1'-0"
Detail- Interior Door Jamb
1/4" = 1'-0"
Detail- Window Header
3" = 1'-0"
Detail- Window Sill
3" = 1'-0"
11. GFCI GFCI
GFCI GFCI
GFCI
GFCI
GFCI
GFCI GFCI
GFCI
2
2
TV
T
GFCI
GFCI
GFCI
2
D3 D3
3
3
T
TV
TV
TYPICAL SYMBOLS:
GFCI
2
3
D3
TV
T
ELECTRICAL NOTES:
1. ELECTRICAL OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 210-52. OUTLETS
CONTROLLED BY A WALL SWITCH SHALL BE PROVIDED IN ACCORDANCE WITH NEC. ART 210-70
2. CONVENIENCE OUTLETS IN BATHROOMS, KITCHENS, LAUNDRY ROOMS, GARAGES, BASEMENTS,
OUTDOORS AND OTHER AREAS WITHIN 6' OF A SINK OR WET AREA SHALL BE GFCI PROTECTED PER
NEC. ART. 210-8.
3. LIGHT FIXTURES INSTALLED IN CLOSETS SHALL COMPLY WITH NEC. ART. 410-8.
4. ELECTRICAL SYSTEM GROUND TO BE PROVIDED IN ACCORDANCE WITH NEC. ART. 250-80(B) AND
250-81(C).
5. PROVIDE EXHAUST FAN FOR ALL BATHROOMS AND LAUNDRYROOMS PER U.B.C. SEC. 1205 (C).
6. PROVIDE MIN. OF 24" SEPERATION OF OUTLETS OPPOSITE SIDE OF FIRE WALLS.
7. ALL HARDWIRED LIGHTING MUST BE HIGH EFFICACY WHEN INSTALLED IN BATHROOMS, GARAGES,
LAUNDRY ROOMS AND UTILITY ROOMS - ON MOTION SENSOR CONTROLS THAT COMPLY WITH 2005
CESC 150 (K) 4. EXTERIOR LIGHTING SHALL BE HIGH EFFICACY OR BOMBINED PHOTO/SENSOR/MOTION
SENSOR CONTROLLED. CESC 150 (K) 6.
8. KITCHENS, AT LEAST 50% OF ALL INSTALLED WATTAGE MUST BE HIGH EFFICACY LIGHTING PROVIDING
A UNIFORM PATTERN OF ILLUMINATION AND SHALL BE SWITCH CONTROLLED SEPERATELY FROM ANY
OTHER DECORATIVE LOW EFFICACY KITCHEN LUMINARIES CESC 150 (K) 2.
TV OUTLET
TELEPHONE OUTLET
ELECTRICAL FLOOR OUTLET (VERIFY LOCATION WITH OWNER)
DUPLEX OUTLET (0' -9 3/4" ABOVE FLOOR UNLESS OTHERWISE
NOTED)
DUPLEX WITH GROUND FAULT INTERRUPTED
SWITCH
SWITCH DOUBLE
THREE-WAY SWITCH
DIMMER SWITCH (THREE-WAY)
EXHAUST FAN
RECESSED CAN LIGHT
TABLE LIGHT
FLOOR LAMP
CEILING MOUNTED LIGHT
WALL MOUNTED LIGHT
FLUORESCENT LIGHT
COSUMNES RIVER COLLEGE
ARCHITECTURAL WORKING DRAWINGS
ARCH 329
Martin Pauly Residential Design Project
Scale As indicated
Project Number
Date
Checked By
Electrical
Semester Project
Fall 2014
Author
E-1
1 1/4" = 1'-0" 1st Floor- Electrical
2 1/4" = 1'-0" 2nd Floor- Electrical
