1. 138' - 6"
137'-6"136'-6"
135'-6"
134'-6"
133' - 6"
132' - 6"
131' - 6"
S76°20'41"E
55.0'
140.1
140.4
N33°8'14"
127.69'
92.93'
S0°42'7
"W
134.6
108.84'
S69°27'56"W
R - 70.55'
AL - 42.88'
CB - N29°7'9"W
CL - 42.59
134'
135'
133.5
UTILITY POLE
AREA DRAIN
WATER METER
133.3
ELEC BOX
CABLE BOX
PUE EASEMENT
10' - 0"
SETBACK20'-0"
SETBAC
K
5' - 0"
SETBACK
5' - 0"
PROJECT
BENCHMARK
84 TREFETHEN WAY
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale1"=10'-0"
MartinPauly
Cover,SitePlan
A-0
ADT316
Fall2014
MP
BuildingInformationModeling-Residential
Sheet List
Sheet Description
A-0 Cover, Site Plan
A-1 First Floor Plan
A-2 Second Floor Plan
A-3 Roof Plan
A-4 Exterior Elevations
A-5 Sections & Details
A-6 CAAD Detail Conv & Interior Elev.
A-7 Door & Window Scheduals
E-1 Electrical
R-1 Renderings
VICINITY MAP
ABBREVIATIONSGENERAL NOTES
1" = 10'-0"
1
Site
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
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
A.P.N. 00-000-00-000
ZONING: R-1 (RESIDENTIAL
ASSESSORY)
PROJECT DATA
APPLICABLE CODES

2. REF.
DW
UP
321
114 SF
ENTRY
101
202 SF
DEN
103
121 SF
DINING
105
179 SF
KITCHEN
106
501 SF
GARAGE
107
456 SF
GREAT ROOM
104
29 SF
PWDR
102
66 SF
STAIRS
108
CLOSET
38'-05/16"
9'-3"26'-95/16"2'-0"
2'-0"
62' - 9 5/16"
17' - 3" 21' - 5 5/8" 24' - 0 11/16"
8' - 9 13/16" 8' - 5 3/16"
38'-05/16"
62' - 9 5/16"
17' - 3" 21' - 5 5/8" 24' - 0 11/16"
13' - 5 13/16" 4' - 0 1/2" 10' - 6" 10' - 6" 24' - 3"
12'-6"7'-35/16"7'-0"
6
7
4
9
5
8
1
A-5
102
101
106
103
104
105
E
E
E
AD
E
107
7'-47/16"8'-31/4"
D
4' - 0" 6' - 1 13/32" 6' - 7 7/32" 4' - 9"
6'-3"6'-3"
3'-425/32"3'-1121/32"
22'-45/8"
4'-15/8"4'-15/8"
F
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale1/4"=1'-0"
MartinPauly
FirstFloorPlan
A-1
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
1/4" = 1'-0"
1
First Floor

3. 321
173 SF
BED 1
202
259 SF
BED 2
203
309 SF
M. BED
204
116 SF
BATHROOM
201
CLO
CLO
CLOSET CLOSET
104 SF
MSTR Bath
205
38'-05/16"
9'-3"26'-95/16"2'-0"
7'-0"7'-35/16"12'-6"
38' - 8 5/8"
17' - 3" 21' - 5 5/8"
8' - 8 5/16" 6' - 6" 2' - 4" 2' - 7 7/16" 2' - 9" 10' - 5 9/16" 5' - 4 5/16"
38'-05/16"
20'-109/16"2'-6"14'-73/4"
7'-89/16"13'-2"2'-6"10'-911/32"3'-1013/32"
38' - 8 5/8"
17' - 3" 21' - 5 5/8"
8' - 9 5/16" 7' - 9 3/8" 0' - 11 5/8" 6' - 10 7/16" 14' - 3 7/8"
4' - 7 5/16" 4' - 2" 3' - 0" 4' - 9 3/8" 0' - 11 5/8" 6' - 10 7/16" 3' - 8" 10' - 7 7/8"
6
7
9
5
1
A-5
7'-0"3'-529/32"3'-913/32"6'-3"6'-3"
15' - 2 5/16" 4' - 11 7/16" 18' - 6 7/8"
201
202
203 205
207
212
204
206
208 209
AA
A A
AA
E
E
210
211
B
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale1/4"=1'-0"
MartinPauly
SecondFloorPlan
A-2
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
1/4" = 1'-0"
1
Second Floor

4. 321
6
7
4
9
5:125:12
5:12
5:12
5:12
5:125:12
0' - 10" TYP
0'-10"TYP
0' - 10" TYP
0'-10"TYP
RIDGE
RIDGE
RIDGERIDGE
VALLEY
VALLEY
5
8
1
A-5
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale1/4"=1'-0"
MartinPauly
RoofPlan
A-3
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
1/4" = 1'-0"
1
Roof

5. 5
12
Spanish Tile
Beige Stucco
Gutter Typ
Gutter Typ
Cedar Fascia
5
12
Spanish Tile
Beige Stucco
Cedar Fascia
Gutter Typ
Gutter Typ
8x8 Wood Column
Master Bedroom
Balcony
5
12
Spanish Tile
Beige Stucco
Gutter Typ
Cedar Fascia
Master Bedroom
Balcony
5
12
Spanish Tile
Gutter Typ
Beige Stucco
Gutter Typ
Cedar Fascia
8x8 Wood Column
Master Bedroom
Balcony
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale1/8"=1'-0"
MartinPauly
ExteriorElevations
A-4
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
1/8" = 1'-0"
1
North Elevation
1/8" = 1'-0"
2
South Elevation
1/8" = 1'-0"
3
East Elevation
1/8" = 1'-0"
4
West Elevation

6. First Floor
0' - 0"
Second Floor
10' - 0"
Roof
20' - 0"
Bottom of Footing
-1' - 6"
ENTRY
GARAGE
GREAT ROOM
M. BED
STAIRS
BATHROOM
ATTIC
R19 Insulation TYP
R30 Insulation TYP
5
12
A-5
2
A-5
3
0'-6"
Top of Roof
26' - 8 1/2"
7/8" Beige Stucco
1/2" Plywood
R19 Insulation TYP
3/4" Anchor Bolt
0' - 6" MIN
1/2" Gypsum Board
2 x 6 Sill Plate
Concrete Slab
#3 Rebar
7/8" Beige Stucco
1/2" Plywood
R19 Insulation TYP
Cedar Fascia
Spanish Tile
1/2" Gypsum Board
R30 Insulation TYP
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
ScaleAsindicated
MartinPauly
Sections&Details
A-5
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
1/4" = 1'-0"
1
Section
1" = 1'-0"
2
Callout- Footing
1/2" = 1'-0"
3
Callout- Roofing

7. File:
Scale: N.T.S.
4STUCCO SCREED DETAIL
INTERIOR
FINISH
EXTERIOR STUCCO
26 GA. G.I. STUCCO
WEEP SCREED w/ 1/4"∅
4" MIN. TO GRADE
2" MIN. TO CONC.
HOLES AT 36" O.C.
o/ 15# FELT
CONCRETE
FOOTING
EXTERIOR
STUD WALL
2'-0"2'-6"
0'-4"2'-0"
2' - 3" 2' - 3" 2' - 3"
Granite Backsplash
Granite Counter Top
4' - 0" 2' - 6" 2' - 6"
Cedar Trim
Corner Upper Cabinet
Corner Base Cabinet
2'-6"2'-0"
0'-4"
Granite Backspash
Granite Counter Top
2'-6"
3' - 0"2' - 6"2' - 0"1' - 0"
Cedar Trim
Corner Upper Cabinet
Corner Base Cabinet
NEWEL POST CAP DETAILS
STAIRWAY ELEVATION
RAIL SECTIONS
TREAD DETAIL
NEWEL POST
4" DIA. SPHERE
SHALL NOT PASS
SQUARE EDGE FOR
SIMPLE POST, OGEE
OR CHAMFERED
FOR DETAILED POST
1 X 6 BASE TRIM
AT EXTERIOR LANDINGS
PICKETS
TOP-MOUNTED
HANDRAIL
6" DIA. SPHERE
SHALL NOT
PASS
SHAPED
HANDGRIP
PER CBC 1012
2 X 6 SHAPED
TOPRAIL
MOULDING
2 X 2 PICKETS
OR SHAPED
BALUSTERS
TO MATCH
STYLE OF
STRUCTURE
36" MIN. LANDING, TOP AND BOTTOM
(OR WIDTH OF STAIRWAY, IF GREATER, 48" MAX.)
34"TO38"
TOPOFHANDRAIL
TOTOPOFRISER
4 1/2'
MAX.
2 X 2
PICKETS
1 1/2"
2x TREAD MATERIAL
OR OPTIONAL 1 1/4"
THICK VERT. GRAIN
DOUG FIR TREADS
WITH BULLNOSE EDGE
6"
DRAIN AWAY, 2% MAX.
NOTES:
1. RESIDENTIAL STAIRWAYS SERVING AN
OCCUPANT LOAD OF LESS THAN 10 MAY BE
CONSTRUCTED WITH A 7 3
4" MAX. / 4" MIN.
RISE AND A 10" MIN. RUN.
2. HANDRAILS TO BE NOT LESS THAN 1
1
4",
NOR MORE THAN 2" IN CROSS SECTIONAL
DIMENSION. RAILS TO BE SPACED NO
GREATER THAN 4" AND NO MORE THAN 6"
ABOVE TREAD.
3. MINIMUM CLEAR STAIR WIDTH SHALL BE 36".
4. RISE & RUN SHALL NOT VARY MORE THAN
3
8" BETWEEN TREADS.
5. THE NOSING RADIUS SHALL NOT EXCEED
O.5". TREAD PROJECTION SHALL BE 0.75"
TO 1.25" WHERE THE RUN IS LESS THAN 11".
10"
MIN. RUN
1x CLOSED
RISER
4"MIN.
73/4"
MAX.
TREAD
DEPTH
6'-8"MIN.CLEAR
"SIMP." L70 CLIP
5/8" TYPE 'X'
GYP. BOARD
AT INTERIORS
6 x 6
MOULDING
2x SHAPED
CAP
4-SIDED
CHAMFER
6 x 6 6 x 6
MOULDING
RISE
6. STAIRS SHALL BE CAPABLE
OF SUPPORTING 50 psf UNIFORMLY
DISTRIBUTED LOAD.
HEADER PER PLAN,
SEE STRUCT
5/8" GYP. BD.
WALL ASMBLY
PER PLAN
SHIM AS REQUIRED
SEALANT
WINDOW PER PLAN,
SEE WINDOW
SCHEDULE
PLYWD SHTH'G
2x RIDGE BLK'G
ROOF RAFTERS
SIMPSON ST2215
@ 48" o.c.
2x CRIPPLE WALL
PER PLAN
BM PER PLAN
(N) 2x C.J.
PER PLAN PER PLAN
(N) 2x C.J.
CLG JSTS PER
PLAN W/ 4-16d
COMMON NAILS EA. END.
PER PLAN
SHEAR WALL
E.N.
B.N.
PLYWD SHTH'G
PER PLAN
PER PLAN
RAFTERS
SHEAR WALL
PER PLANS
E.N.
E.N.
CLG JSTS
PER PLAN
A35 PER SHR.
WALL SCHED.
16d PER SHR.
WALL SCHEDULE
2x BLK'G
@ 48" oc
BN
BEAM
PER PLAN
PER PLAN
2x JSTS
HANGER
SIMPSON LUS
PER PLAN
FLOOR SHEATHING
2x BLK'G
@ 48"o.c.
PER PLAN
FLR JSTS
WALL SCHEDULE
PER PLAN
FLR SHEATH'G
16d PER SHEAR
E.N.
PER PLAN
OR 16" oc
WALL SCHEDULE
E.N.
B.N.
SHR. WALL
A35's PER SHEAR
PER PLAN
SHR. WALL
POST
PER PLAN
A35 - EA SIDE.
PER PLAN
BEAM
W/ SIMPSON SET EPOXY.
TO (E) FTG. MIN. 4" EMB. & EPOXY
DOWEL #3 @ 36" o.c. FROM (N) SLAB
(E) FTG
OR EQUAL.
- SEE FDN. PLAN
(N) CONC SLAB
NOTE:
ALL EPOXY EMBEDS TO BE
INSPECTED
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
ScaleAsindicated
MartinPauly
CAADDetailConv&Interior
Elev.
A-6
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
1/4" = 1'-0"
2
A
1/4" = 1'-0"
3
B
12" = 1'-0"
6
Stucco Screed
3/4" = 1'-0"
1
Stair Detail
3" = 1'-0"
12
Window Header
12" = 1'-0"
8
Ridge
12" = 1'-0"
7
Roof
12" = 1'-0"
10
Ceiling
12" = 1'-0"
9
Floor Beam
12" = 1'-0"
11
Floor
12" = 1'-0"
4
Post to Beam
12" = 1'-0"
5
Slab

8. EXTERIOR INTERIOR
DOORSWINDOWS
3' - 0"
2' - 0"
3' - 0"
2' - 11 1/2"
5' - 5 1/2"
1' - 4"
6'-11"
3' - 6" 1' - 11"
3' - 6" 3' - 4"
6' - 6" 3' - 4"
16' - 0" 6' - 2"
6'-1015/16"
6'-11"6'-6"
6'-11"6'-11"
6'-11"6'-11"
SINGLE GLASS 3: 36X80
SINGLE FLUSH: 36X80
A
B
C
D
E
F
SLIDING CLOSET: 72X80
OVERHEAD SECTIONAL: GARAGE DOOR
SINGLE FLUSH: 17X80
SINGLE FLUSH: 30X80
SINGLE FLUSH: 34X80
DOUBLE GLASS 2: 68X80
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale3/8"=1'-0"
MartinPauly
Door&WindowScheduals
A-7
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
Door Schedule
Mark Count Height Width Thickness Head Height Fire Rating Type Comments
101 1 6' - 8" 3' - 0" 0' - 2" 6' - 8"
102 1 6' - 8" 3' - 0" 0' - 2" 6' - 8"
103 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
104 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
105 1 6' - 8" 3' - 0" 0' - 2" 6' - 8"
106 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
107 1 6' - 6" 16' - 0" 0' - 1 1/2" 6' - 6" OVERHEAD SECTIONAL GARAGE
201 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
202 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
203 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
204 1 6' - 8" 6' - 0" 0' - 2" 6' - 8"
205 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
206 1 6' - 8" 6' - 0" 0' - 2" 6' - 8"
207 1 6' - 8" 2' - 10" 0' - 2" 6' - 8"
208 1 6' - 8" 6' - 0" 0' - 2" 6' - 8"
209 1 6' - 8" 6' - 0" 0' - 2" 6' - 8"
210 1 6' - 8" 1' - 5" 0' - 2" 6' - 8"
211 1 6' - 8" 1' - 5" 0' - 2" 6' - 8"
212 1 6' - 8" 5' - 8" 0' - 2" 6' - 8"
Grand total: 19
Window Schedule
Type Mark Family Count Width Height Head Height Sill Height Comments
A Fixed 7 3' - 0" 4' - 0" 7' - 0" 3' - 0"
B Fixed 1 2' - 0" 4' - 0" 7' - 0" 3' - 0"
C Fixed 1 3' - 0" 2' - 0" 7' - 0" 5' - 0"
D Slider with Trim 2 2' - 6" 2' - 0" 7' - 0" 5' - 0"
E Slider with Trim 6 5' - 0" 4' - 0" 7' - 0" 3' - 0"
F Fixed 1 1' - 4" 2' - 0" 7' - 0" 5' - 0"

9. REF.
GFI
GFCI GFCI
GFCI
GFCI
GFCI
GFCI
GFI
R
3
3
3
333
3
3
3
S S
S
S
S
CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale1/4"=1'-0"
MartinPauly
Electrical
E-1
ADT316
Fall2014
Author
BuildingInformationModeling-Residential
1/4" = 1'-0"
1
Electrical

10. CosumnesRiverCollege
ADT316
BuildingInformationModelingI
ProjectNumber
Date
CheckedBy
Scale12"=1'-0"
MartinPauly
Renderings
R-1
ADT316
Fall2014
KC
BuildingInformationModeling-Residential