HomeMy WebLinkAboutASRDRBBarry&Wynn-5.1TOWN OF DANVILLE
Consultant Evaluation Sheet | PROPOSAL
Permit-Ready Granny Unit Program
CONSULTANT/FIRM NAME:
Evaluation Criteria Max Points Rating
1.Demonstrated capacity (available staff,
subconsultants and time) to deliver the project on
time and under budget.
25
2.Did the consultant team demonstrate the ability
to flex their design style to accommodate client
and budget needs?
25
3.Project proposal demonstrates understanding of
the project and program objectives (Note:
Purpose of the program is to design accessory
dwelling units as a way of reducing costs)
15
4.Design experience relevant to the project (i.e.,
small accessory dwelling units)
15
5.References and past client satisfaction (i.e.,
responsiveness, design flexibility)
20
Total Points: 100
EVALUATOR PROJECT MANAGER
Print Name: Print Name:
Signature: Signature:
Date: Date:
barry/wynn Architects
A R C H I T E C T S
b a r r y w y n n
DESIGN FOR PERMIT-READY GRANNY UNITS
510 La Gonda Way, Danville, CA
David Crompton, Principal Planner
February 7th, 2020
www.barryandwynn.com925 - 837 - 1426 (f)Danville, CA 94526117-G Town & Country Drive 925 - 837 - 1422
Project Understanding and Approach
We recognize the value and importance of quality, well planned Accessory Dwelling
Units (ADUs, or granny units) in the mix of housing options in the Town of Danville, and
California in general.
The California Department of Housing and Community Development (HCD) states that
these granny units add “much-needed housing in California… ADUs are an affordable
type of home to construct in California because they do not require paying for land, major
new infrastructure, structured parking, or elevators.” HCD goes on to identify additional
benefits of ADUs:
• ADUs can provide a source of income for homeowners.
• ADUs are built with cost-effective wood frame construction.
• ADUs allow extended families to be near one another while maintaining privacy.
• ADUs can provide as much living space as many newly-built apartments.
• ADUs give homeowners flexibility to share independent living areas with family
members and others, allowing seniors to age in place as they require more care.
Barry & Wynn Architects is an award-winning architectural design studio in Danville
with extensive residential design experience throughout the East Bay, and in Danville in
particular. Our portfolio (attached) includes many examples of granny unit designs,
including work currently on the boards. The housing needs identified by HCD above, and
recognized by the Town of Danville with this RFP/Q, are relevant to our own staff. The
housing shortage, and expense of new construction, affects our staff and families just as it
affects our community as a whole. And so we are very eager and motivated to participate
in this worthwhile granny unit design project.
In the following portfolio, we present a collection of plans, renderings, and photographs
illustrating our granny unit and accessory structure design experience. A consistent theme
in our work is a charming, modest and appropriate scale, consistent with the Town’s
motto, “Small town atmosphere, outstanding quality of life.” We are grateful for the
opportunity and your consideration on this important project.
Work Portfolio
1. Chandler Residence 546 sq. ft.
2. Geary Residence 550 sq. ft.
3. Decker Residence 598 sq. ft.
4. Art Cruz Residence 670 sq. ft.
5. Gustafson Residence 773 sq. ft.
6. Hou Residence 993 sq. ft.
7. Arechaederra Residence 998 sq. ft.
8. Cottage Unit KHovnanian 1,008 sq. ft.
9. Smith Residence 1,084 sq. ft.
CHANDLER RESIDENCE
FLOOR AREA: 546 SQ. FT.
1
ALLAN AND TRACY CHANDLER
1485 PINE TREE DRIVE | ALAMO, CA 94507
925.838.2474
of
Sheet No.:
Approved:
Job No.:
Date:
Drawn By:
Scale:
No.
Revisions:
By Date
Sheet Title:
Project Title:
21405.01
RESIDENCE
NEW ACCESSORY STRUCTURE
ALAMO, CA
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A
PROJECT DESCRIPTIONTHIS PROJECT CONSISTS OF THE CONSTRUCTION OF A CABANAACCESSORY STRUCTURE ON THE PROPERTY OF AN EXISTING DETACHEDSINGLE FAMILY RESIDENCE IN ALAMO, CALIFORNIA.NO VARIANCES OR DESIGN REVIEW ARE REQUIRED FOR THIS PROJECT.THE EXISTING LOT COMPLIES WITH MINIMUM STANDARDS AND IS NOTSUBJECT TO SMALL LOT REVIEW. NO QUALIFYING TREES ARE REMOVED ORALTERED, AND NO WORK WILL BE DONE WITHIN THE DRIPLINE OF ANYTREE.
P
A
T
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E
W
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M
A
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A
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S
H
O
W
N
S
W
B
B
6
-
0
4
-
1
5
A
1
1
1
0
CABANA
W
/
C
LA
V
SH
W
'
R
D/
W
RE
F
R
.
SI
N
K
2668
PANTRY
BEE
R
TAP
DES
K
LINEN
W/D
SH
W
'
R
STOR.
2668 FR.
DR. TEMP.
2636 SH.
BATH
3068 FR.
DR. TEMP.
2
8
6
8
H
M
10068 SLIDING FR. POCKET
DOORS W/ TEMP. GLASS &
FLUSH SILL (MILGARD
"POCKET GLASS WALL
SYSTEM" W/ ALUM. FRAME)
UNCONDITIONED
SPACE
6040 3-PANEL FOLDING
WINDOW W/ FLUSH SILL (BY
LANAI DOORS W/ ALUM.
FRAME)
80
4
0
4
-
P
A
N
E
L
F
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WI
N
D
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W
/
F
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L
(
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S
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A
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M
.
F
R
A
M
E
)
20
2
0
F
X
2
0
2
0
F
X
HEAT PUMP (SAMSUNG)
ON CONC. PAD,
SERVICING CABANA
ONLY
SAMSUNG AIR
HANDLER
W
/
H
BAR
(E
)
W
E
L
L
SETB
A
C
K
S
E
T
B
A
C
K
CO
N
C
.
ST
O
O
P
CONC.
STOOP
PROVIDE MIN. 30" WIDE CLEAR
SPACE AT WATER CLOSET
EXTENDING AT LEAST 24" IN
FRONT OF THE WATER CLOSET
PER CPC 407.6
A
A4
A
A4
B
A4
B
A4
36
"
M
I
N
.
LA
N
D
I
N
G
36" MIN.
LANDING
36" MIN.
LANDING
26'-10"
5'-2"6'-10"3'-10"10'-4"5'-6"
22
'
-
4
"
5'
-
0
"
5'
-
3
"
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'
-
8
"
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5
"
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"
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'
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"
21
'
-
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"
5'
-
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"
5'
-
9
"
3'
-
7
"
4'
-
6
"
4'
-
6
"
6'
-
0
"
10
'
-
3
"
10
'
-
3
"
10'-3"10'-3"11'-0"
3'
-
3
"
C L
W
A
L
L
1'
-
6
"
3'
-
4
"
3'-8"
2'
-
0
"
2'-0"
7'-0"
18" HIGH PLATFORM
6x6
RI
D
G
E
B
M
,
S.
S
.
D
.
V.I.F.
12
5.75V.I.F.
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5.75 V.I.F.
12
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12
2
V.I.F.
12
5.75
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SOFFIT @ PKT DR
HEADER; W/ PLYWD
SHELF @ 8'-8" ON TOP
OPEN TRELLIS
OP
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T
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E
L
L
I
S
12
2
FLAT 8'-0" CL'G @ LAUNDRY
W/ 2X8 C.J. & PLYWD
SHELF @ 8'-8" ON TOP
CABANA STOR.
BATH
BAR
OPEN RAFTERS
@ STORAGE CEILING
1X6 'V'-GROOVE T&G
KNOTTY PINE @ CEILING, TYP.
RI
D
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BR
E
A
K
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12
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12
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OP
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OPEN TRELLIS
12
2
12
2
12
2
12
2
12
2
30
1
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0
1
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2020 AW. 2020 AW.
2020 AW. 2020 AW.
STANDING SEAM
METAL ROOF
CLASS 'B'
COMPOSITION
SHINGLE ROOF, TYP.
NOTE: SEE ELEV'S & SECTIONS
FOR ALL PLATE HEIGHTS
NOTE: ALL CONCEALED FRAMING
VOIDS SHALL BE COMPLETELY
FILLED WITH SPRAY-IN OPEN CELL
FOAM INSULATION - NO VENTING
REQUIRED.DS DS
DS
NOTE: ALL ROOF DRAINAGE SHALL BE
DIRECTED TO ADJACENT LANDSCAPE
AREAS VIA SPLASH BLOCKS, TYP.
A
A4
A
A4
B
A4
1'-0"1'-6"
1'
-
6
"
2'-0"
8"
2'
-
0
"
2'-0"
1'
-
0
"
1'
-
6
"
of
Sheet No.:
Approved:
Job No.:
Date:
Drawn By:
Scale:
No.
Revisions:
By Date
Sheet Title:
Project Title:
21405.01
RESIDENCE
NEW ACCESSORY STRUCTURE
ALAMO, CA
1485 PINE TREE DRIVE
CHANDLER
FLOOR PLAN 1/4" = 1'-0"
FLOOR PLAN NOTES
WALL FRAMING
1. SEE STRUCTURAL DRAWINGS FOR WALL FRAMING REQUIREMENTS
2. WALL STUD SIZE TO BE 2 x 4 (U.O.N.). SEE STRUCTURAL PLANS FOR
ACTUAL STUD & POST REQUIREMENTS.
3. ALL ANGLES SHALL BE 90 DEG., (U.O.N.)
4. FIREBLOCKING CONSTRUCTION AND MATERIALS SHALL COMPLY WITH
THE REQUIREMENTS OF CRC R302.11.
THERMAL & SOUND ATTENUATING INSULATION
5. THERMAL INSULATION SHALL COMPLY WITH T-24 ENERGY COMPLIANCE.
FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION
SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF CRC R302.10.
6. PROVIDE SOUND ATTENUATING BATTEN INSULATION AT ALL PLUMBING
WALLS. INSULATION SHALL BE INSTALLED SO THAT THERE IS NO DIRECT
CONTACT BETWEEN PLUMBING PIPES AND INSULATION.
WINDOWS, DOORS & GLAZING
7. FOR ALL WINDOWS AND DOOR HEADER HEIGHTS, SEE EXTERIOR
ELEVATIONS, (U.O.N.)
8. WINDOWS MARKED ON PLAN AS "EGRESS" SHALL COMPLY WITH THE
EMERGENCY ESCAPE AND RESCUE OPENING REQUIREMENTS OF CRC
R310.1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT
WINDOWS ACTUALLY ORDERED AND INSTALLED MEET THESE
REQUIREMENTS: EMERGENCY EGRESS OPENINGS AT GRADE FLOOR
LEVEL SHALL HAVE A MIN. NET CLEAR OPENING OF 5 SQ. FT. AND 5.7 SQ.
FT. AT ALL OTHER LEVELS; THE MINIMUM NET CLEAR OPENING HEIGHT
SHALL BE 24"; AND THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE
20". THE BOTTOM OF THE CLEAR OPENING SHALL NOT BE GREATER
THAN 44" TO FINISH FLOOR. IF THE SIZE INDICATED AT A WINDOW
MARKED "EGRESS" ON THIS PLAN IS FOUND NOT TO MEET EGRESS
REQUIREMENTS, CONTACT ARCHITECT FOR AN ALTERNATE SIZE OR
OPERATION THAT DOES MEET THE REQUIREMENTS.
9. ALL SAFETY GLAZING SHALL BE PROVIDED WITH A MANUFACTURER'S
DESIGNATION OR LABEL CONFORMING TO THE REQUIREMENTS OF CRC
R308.1.
10. LABELED SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING
HAZARDOUS LOCATIONS, PER CRC R308.4
·GLAZING IN ALL FIXED & OPERABLE PANELS OF SWINGING, SLIDING
AND BIFOLD DOORS (EXCEPT DECORATIVE GLAZING)
·GLAZING ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL
EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL
EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR
OR WALKING SURFACE
·GLAZING IN WINDOWS WHERE THE EXPOSED AREA OF AN INDIVIDUAL
PANE IS LARGER THAN 9 SQ. FT.; THE BOTTOM EDGE OF THE GLAZING
IS LESS THAN 18" ABOVE THE FLOOR; THE TOP EDGE OF THE GLAZING
IS MORE THAN 36" ABOVE THE FLOOR; AND ONE OR MORE WALKING
SURFACES ARE WITHIN 36" MEASURED HORIZONTALLY AND IN A
STRAIGHT LINE OF THE GLAZING
·GLAZING IN GUARDS AND RAILS
·GLAZING AT SHOWERS AND BATHTUBS WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" MEASURED
VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
·TUBS, SHOWERS, & TUB/SHOWER ENCLOSURES
·GLAZING ADJACENT TO STAIRS AND RAMPS WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE
OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, AND LANDINGS
BETWEEN FLIGHTS OF STAIRS AND RAMPS
·GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WHERE THE
GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60"
HORIZONTALLY OF THE BOTTOM TREAD
12. WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE
THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A
MINIMUM OF 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH
THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL
NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" DIAMETER
SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24" OF THE
FINISHED FLOOR. WINDOW OPENING CONTROL DEVICES ARE PERMITTED
FOR FALL PROTECTION WHEN THEY COMPLY WITH CRC R312.2.2.
13. LANDINGS AT EXTERIOR DOORS SHALL NOT EXCEED 7 3/4" BELOW TOP
OF THRESHOLD PROVIDED DOOR DOES NOT SWING OVER LANDING.
14. ALL EXTERIOR DOORS SHALL HAVE LANDINGS A MINIMUM OF 36" DEEP,
MEASURED IN THE DIRECTION OF TRAVEL. ALL EXTERIOR LANDINGS
SHALL SLOPE A MAXIMUM OF 14" PER FOOT AWAY FROM THE BUILDING.
CRC R311.3
15. WINDOWS AND DOORS SHALL BE INSTALLED AND FLASHED IN
ACCORDANCE WITH THE FENESTRATION MANUFACTURER'S WRITTEN
INSTALLATION INSTRUCTIONS. WINDOW AND DOOR OPENINGS SHALL BE
FLASHED IN ACCORDANCE WITH CRC R703.8. WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE FENESTRATION
MANUFACTURER FOR EACH WINDOW OR DOOR. ALSO SEE FLASHING
DETAILS INCLUDED WITH THESE DRAWINGS.
16. ALL WINDOWS AND SLIDING DOORS SHALL BE TESTED AND LABELED IN
ACCORDANCE WITH CRC R612.3.
17. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN
ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S
RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED,
AND IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS ILLUSTRATED
IN CRC R612.7.2. WHERE THE FRAMING MATERIAL IS WOOD OR OTHER
APPROVED FRAMING MATERIAL, WINDOW AND GLASS DOOR
ASSEMBLIES SHALL BE ANCHORED THROUGH THE FRAME, OR BY FRAME
CLIP, OR THROUGH THE FLANGE. ANCHORS SHALL BE EMBEDDED INTO
THE FRAME CONSTRUCTION TO ADEQUATELY TRANSFER LOAD, AND AS
ILLUSTRATED IN CRC R612.7.2.
INTERIOR ENVIRONMENT
18. SHOWER AND/OR TUB/SHOWER WALLS SHALL HAVE A SMOOTH, HARD,
NONABSORBENT SURFACE OVER A MOISTURE RESISTANT
UNDERLAYMENT TO A HEIGHT OF 72" ABOVE THE FLOOR/DRAIN INLET.
CRC R307.2 & R702.3.8.
19. SHOWER DOORS SHALL BE A MIN. CLEAR OF 22" WIDE AND SWING
OUTWARD PER CPC 411.6.
FLOOR PLAN LEGEND
NEW 2x WALL
BUILDING SECTION REFERENCE
REFLECTED CEILING PLAN 1/4" = 1'-0"ARCHITECTURAL ROOF PLAN 1/4" = 1'-0"
FLOOR PLAN
REFLECTED
CEILING PLAN
ROOF PLAN
AS SHOWN
SW
BB
6-04-15
A2
3 10
ROOF PLAN NOTES
GENERAL ROOF NOTES:
1. ROOFING COVERING SHALL COMPLY PER CRC SECTION R905
2. ROOFING WEATHER PROTECTION SHALL COMPLY PER CRC SECTION R903
3. NOTCHING & HOLES IN ROOF FRAMING TO COMPLY PER SECTION CRC R802.7 AND
STRUCTURAL DRAWINGS.
ROOF ATTIC VENT NOTES:
1. A CLASS I OR II VAPOR BARRIER SHALL BE INSTALLED ON THE 'WARM-IN-WINTER' SIDE
OF THE CEILING, PER CRC R806.2.
2. THERE IS NO ATTIC WITHIN THIS ACCESSORY STRUCTURE - NO VENTING REQUIRED.
A
A4
of
Sheet No.:
Approved:
Job No.:
Date:
Drawn By:
Scale:
No.
Revisions:
By Date
Sheet Title:
Project Title:
21405.01
RESIDENCE
NEW ACCESSORY STRUCTURE
ALAMO, CA
1485 PINE TREE DRIVE
CHANDLER
1
S-2
EXTERIOR
ELEVATIONS
SECTIONS
DETAILS
AS SHOWN
BB
BB
6-05-15
A4
5 10
NORTH ELEVATION EAST ELEVATION
SOUTH ELEVATION WEST ELEVATION
SECTION 'A-A'SECTION 'B-B'
2
S-2
4
S-2
4
S-2
1
S-2
2
S-2
2
S-3
OPEN TRELLIS
1 1/2" = 1'-0"
1
-
EXPOSED EAVE @ METAL ROOF
1 1/2"=1'-0"
EXPOSED PORCH EAVE @ METAL ROOF
1 1/2"=1'-0"
COMP. SHINGLE TO METAL ROOF TRANSITION
1 1/2"=1'-0"
3
-
2
-
4
-
2
-
1
-
1
-
3
-
4
-
1
-
1
-
1
-
1
-
1
A3
1
A3
2
A3
3
S-2
4
S-2
1,2,3
T24
GEARY RESIDENCE
FLOOR AREA: 550 SQ. FT.
2
geary residence
1529 via romero alamo, CA
PROJ. 21417.01
master site plan & floor Plan
CABANA FLOOR AREA: 550 SQ. FT.
POOL JCZ.
DECK
BBQ.
BAR
MAIN HOUSE
CABANA
ARCHI T E C T S
b a rry wynn
geary residence
1529 via romero alamo, CA
PROJ. 21417.01
exterior renderings and elevation
ARCHI T E C T S
b a rry wynn
DECKER RESIDENCE
FLOOR AREA: 598 SQ. FT.
3
ben & kelly decker
311 cliffside drive | danville, CA 94526
925.831.8980
of
Sheet No.:
Approved:
Job No.:
Date:
Drawn By:
Scale:
2006.01
No.
Revisions:
By Date
Stamp:
Sheet Title:
Project Title:
PLA
N
NO
R
T
H
RESIDENCE
ACCESSORY STRUCTURE
Danville, CA
311 Cliffside Drive
DECKER
SITE PLAN
PROJECT DATA
VICINITY MAP
PROJECT ROSTER
DRAWING INDEX
ABBREVIATIONS
ELEVATIONS
EXTERIOR
MATERIALS
AS SHOWN
JS
BB
05-30-07
A1
1 7
A0
SITE PLAN
RENDERING
598 SQ. FT.
ACCESSORY
STRUCTURE
1
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STRUCTURAL DETAILSSTRUCTURAL DET
A
I
L
S
6
ART CRUZ RESIDENCE
FLOOR AREA: 670 SQ. FT.
4
art cruz residence
1208 livorna road alamo, CA
PROJ. 21807.01
master site plan
ARCHI T E C T S
b a rry wynn
A1
ADU UNIT
MAIN HOUSE REMODEL / ADDITION
art cruz residence
1208 livorna road alamo, CA
PROJ. 21807.01
floor plan and exterior elevation
19'-4"4'-0"6'-0"
13
'
-
0
"
14
'
-
0
"
8'
-
0
"
14'-10"4'-6"4'-0"2'-2"
23'-4"
29'-4"
13
'
-
0
"
4'
-
6
"
5'
-
2
"
8'
-
2
"
6'
-
8
"
37
'
-
6
"
35
'
-
0
"
SCALE 3/16" : 1'-0"
LIVING ROOM
M. BEDRM.
KITCHEN
BAR
BATH
SHADED
STRUCT.
FLOOR PLAN AREA: 670 SQ. FT.
ARCHI T E C T S
b a rry wynn
A2
GUSTAFSON RESIDENCE
FLOOR AREA: 773 SQ. FT.
5
8'
-
0
"
9'
-
6
"
T.O.P.
T.O.WDW.
T.O.S.
T.O.GRADE
33
D2
1
D21D1
VIEWED AT ANGLE
zachary & karen gustafson
163 st. james court | danville, CA 94526
925.829.5422
PROJECT DATA
VICINITY MAPDRAWING INDEX
PROJECT ROSTERGENERAL NOTES
A1.0 COVER SHEET WITH SHEET INDEX, VICINITY
MAP, PROJECT DATA, ROSTER, SCOPE OF
WORK, SITE PLAN
A2.0 NOTES, LEGENDS, CALCULATIONS
A2.1 CAL GREEN RESIDENTIAL CHECKLIST,
KITCHEN LIGHTING WORKSHEET, PLUMBING
FLOW RATES
A2.2 SCHEDULES
A3.0 DEMOLITION PLAN, REMODEL PLAN
A4.0 REFLECTED CEILING PLAN AND ELECTRICAL,
MECHANICAL & PLUMBING
A5.0 ARCHITECTURAL ROOF PLAN, PATIO ROOF
PLAN, BUILDING SECTIONS, INTERIOR
ELEVATIONS
A6.0 EXTERIOR ELEVATIONS
D1 ARCHITECTURAL DETAILS
D2 ARCHITECTURAL DETAILS CONT.
D-TPO TYPICAL SINGLE PLY ROOFING - TYP. DETAILS
T24.1 TITLE-24 ENERGY COMPLIANCE
S1 STRUCTURAL NOTES & GENERAL DETAILS
S2 STRUCTURAL FOUNDATION PLAN
S3 STRUCTURAL ROOF FRAMING PLAN
S4 STRUCTURAL DETAILS
S5 STRUCTURAL DETAILS
PROJECT ADDRESS:163 St. James Court
Danville, CA 94526
JURISDICTION:Contra Costa County
ASSESSOR'S PARCEL NUMBER:218-140-008
OCCUPANCY:R-3/U
CONSTRUCTION TYPE:TYPE V-B
FIRE SPRINKLERS:None Existing / Not Required
LOT AREA:+/- 18,000 S.F.
ZONING CLASSIFICATION:P1(R-10)
ZONING REQUIREMENTS:Max. Allowed / Proposed
Building Height: 35'-0" ht. / No change
Detached Accessory Dwelling Unit 35'-0" ht /
SETBACK REQUIREMENTS*: Front / Side / Rear
Building:20 ft. / 10' & 20' ft. / 15 ft.
Detached Accessory Dwelling Unit 20 ft. / 10' & 20' ft. / 15 ft.
min. & aggregate
*Unless otherwise noted, setbacks are measured from property lines. See Site Plan for any
other applicable easements or construction limit lines.
BUILDING FLOOR AREAS:
(E) House (Conditioned Area)2,629 S.F.
(E) Garage 400 S.F.
(N) Detached Accessory Dwelling Unit (conditoned space) 773 S.F.
(N) Covered patio 238 S.F.
SITE
SCOPE OF WORK
This project consists of the construction of an detached accessory dwelling unit to the rear of an
existing single family residence in Danville, CA. Exterior work is limited to construction of a 2
bedroom, great room, 1 bath detached structure. As noted at project data, the new structure is
773 s.f. plus 238 s.f. covered patio.
No variances or design review are required for this project.
OWNER
Zachary and Karen Gustafson
163 St. James Court
Danville, CA 94526
(925) 829-5422
email: zachary.gustafson@gmail.com
ARCHITECT
Barry & Wynn Architects, Inc.
117 Town and Country Drive, Suite G
Danville, CA 94526
(925) 837-1422
email: stevew@barryandwynn.com
Contact Person: Steve Wynn
ENERGY CONSULTANT
Calc 24 Title 24 Calcs
14521 Tyrol Road
Truckee, CA 96161
(800) 550-0818
Contact Person: Chris Ferre
1. UNLESS OTHERWISE SPECIFICALLY SHOWN ON THE DRAWINGS, THE FOLLOWING
NOTES SHALL APPLY THROUGHOUT CONSTRUCTION.
2. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST CODES SHOWN ON
THE PROJECT DATA.
3. ANY DISCREPANCY IN THE DRAWINGS SHALL BE REFERRED TO THE ARCHITECT
FOR FURTHER CLARIFICATION BEFORE STARTING CONSTRUCTION.
4. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY
SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES OR
SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS
FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLETELY FAMILIARIZE
HIMSELF WITH THESE PLANS AND THE EXISTING SITE CONDITIONS, PRIOR TO THE
START OF CONSTRUCTION.
6. VERIFY ALL PLAN DIMENSIONS AND ROUGH OPENING REQUIREMENTS PRIOR TO
START OF FRAMING.
7. INDICATED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
MEASUREMENTS.
8. ALL WORK SHALL EQUAL OR EXCEED ALL CURRENT APPLICABLE BUILDING,
ELECTRICAL, PLUMBING, MECHANICAL, FIRE, SAFETY AND ZONING CODES AND
ORDINANCES.
9. WHERE NECESSARY, THE CONTRACTOR SHALL PROVIDE LINE DIAGRAMS, LOAD
CALCULATIONS, SHOP DRAWINGS, ETC., TO THE OWNER'S REPRESENTATIVE
AND/OR LOCAL BUILDING OFFICIALS FOR APPROVAL.
10. VERIFY SPACE REQUIRED AND COMPLIANCE WITH CODE REQUIREMENTS FOR
PIPING AND DRILLING THROUGH STRUCTURAL WOOD MEMBERS BEFORE START
OF WORK.
11. BOLTS BEARING ON WOOD SHALL HAVE STANDARD CAST IRON OR MALLEABLE
IRON WASHERS. BOLT HOLES SHALL BE DRILLED TO THE NET DIAMETER OF
BOLTS.
12. ALL DRAWINGS, NOTES AND SCHEDULES CONTAINED IN THIS SET ARE DIRECTED
TO, AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
13. ALL PERMITS EXCEEDING $1,000.00 IN VALUATION SHALL REQUIRE APPROVED
SMOKE AND CARBON MONOXIDE DETECTORS TO BE INSTALLED.
14. BUILDING ADDRESS NUMBERS MUST BE A MINIMUM OF 4 INCHES IN HEIGHT OR 3
INCHES IN HEIGHT AND SELF-ILLUMINATED.
15. GAS SHUTOFF VALVE REQUIRED PER MUNICIPAL CODE.
16. THE TOWN'S CONSTRUCTION AND DEMOLITION ORDINANCE (C&D) APPLIES.
CODES IN EFFECT:
·2016 California Residential Code (CRC)
·2016 California Electrical Code (CEC)
·2016 California Mechanical Code (CMC)
·2016 California Plumbing Code (CPC)
·2016 California Fire Code (CFC)
·2016 California Energy Code (CEnC)
·2016 California Green Building Code (CGBC)
·2016 California Building Code (CBC)
·2016 Town of Danville Municiple Code
STRUCTURAL CONSULTANT
LYA Engineering
1007 Almanor Lane
Lafayette, CA 94549
(925) 284-1807
Contact Person: Ting Yuen
TINGEMAIL@aol.com
SOILS ENGINEER
GFK & ASSOCIATES, INC.
11842 Dublin Blvd.
Dublin, California 94568
925.829.0428
Contact Person: Gus Khenaisser, G.E.
gus.gfk@gmail.com
INSULATION REQUIREMENTS
RAFTERS: R-38 SEE TITLE 24 REPORT.
WALLS: R-21
DEFERRED SUBMITTALS
GAS PIPING SIZING
10
'
-
0
"
SI
D
E
Y
A
R
D
SE
T
-
B
A
C
K
1
5
'
-
0
"
R
E
A
R
Y
A
R
D
S
E
T
-
B
A
C
K
10
'
-
0
"
SID
E
Y
A
R
D
SE
T
-
B
A
C
K
10
'
-
5
"
1
5
'
-
9
"
29
'
-
0
"
(E) RESIDENCE
PROPERTY LINE
SET-BACK
PRO
P
E
R
T
Y
L
I
N
E
SET
-
B
A
C
K
(E)
(E) FRUIT
(E) FRUIT
(E) FRUIT
(E) FRUIT
(E) FRUIT
(E) JAPANESE
MAPLE
(E) JAPANESE
MAPLE
(E) JAPANESE
MAPLE
(E)
S
Y
C
A
M
O
R
E
T
R
E
E
S
Sheet No.:
Approved:
Job No.:
Date:
Drawn By:
Scale:
No.
Revisions:
By Date
Sheet Title:
Project Title:
21833.01
SECOND UNIT
ADDITION
Danville, California
163 St. James Court
GUSTAFSON
06.19.19
BB/SW
PKS
1 PLAN CHECK PKS 07.16.19
A1.0
NONE
SCOPE OF WORK
SITE PLAN
DRAWING INDEX
PROJECT ROSTER
VICINITY MAP
PROJECT DATA
1/8" = 1'-0"ARCHITECTURAL SITE PLAN - ENLARGED AT A.D.U.
SITE PLAN LEGEND
(E) FENCE
NEW COVERED PATIO
EXISTING RESIDENCE
(N) DETACHED
ACCESSORY
DWELLING UNIT
ST JAMES COURT
PROPERTY LINE
BUILDING
SET-BACK
PRO
P
E
R
T
Y
L
I
N
E
BUIL
D
I
N
G
SET
-
B
A
C
K
ARCHITECTURAL SITE PLAN - SHOWING WHOLE PROPERTY 1" = 20'-0"
(N) 4" SS PIPE @
2% MIN. SLOPE
CONNECT TO (E)
LATERAL IN FRONT
OF RESIDENCE
(E) DRIVEWAY
SANITARY SEWER
P.O.C.
(E) S
S
L
A
T
E
R
A
L
(E) SS TO STREET
773 SQ. F.T
1
4
'
-
0
"
18
'
-
4
"
27'-7"
1
8
'
-
8
"
14
'
-
0
"
EXCAVATE FOR NEW
SLAB FLOUNDATION
RECESS SLAB 2" AT
SHOWER FOR
FLUSH THRESHOLD
EXCAVATE FOR
(N) PATIO
DEMO (E) GREENHOUSE
DEMO (N)
CONC. STOOP
DEMO (N)
CONC. STOOP
A
1
BED 1OFFICE
FAMILY
COVERED
PORCH
1
4
'
-
0
"
18
'
-
8
"
27'-5"
1
8
'
-
8
"
14
'
-
0
"
REF
SINK
RANGE
W/MW
HOOD
GAS
FIREPLACE
BBQ +
HOOD
SINK
FAU
WH
AC
6X8 POST
TYP.
2
3
4
5
67
WINE
8
9
10
11
14 15
B
C
D
H
G
E
F
13'-3"13'-3"
13
'
-
3
"
9'
-
1
1
"
2'
-
2
"
1
'
-
6
"
8
'
-
6
"
2'
-
0
"
1'-2"1'-5"7'-3"
4'-8"
4'-8"1'-10"
2'-7"6'-6"
4"
2'-
0
"
8'-
6
"
1'-1
1
"
2'-6
"
4'
-
9
"
4'
-
6
"
4'
-
9
"
4'-
9
"
4'-6
"
4'-
9
"
7'-10"
1'-2"1'-6"7'-8"1'-6"1'-2"
18'-4"
7'-8"
7'-10"
3'-
2
"
2'-9
"
2'-
3
"
1'-6"
8'-9"4'-10"
4
'
-
3
"
1'-6
"
12'-
6
"
2'-
3
"
4'-
0
"
2
'
-
5
"
12
'
-
1
"
10'-1"14'-0"10'-0"
8
'
-
4
"
8'-3
"
LAV
WC
SHWR SEAT
STORAGE
7"
4"
3'
-
8
"
3'
-
1
1
"
3'
-
2
"
7'
-
0
"
1'
-
1
1
"
2'-7"
2'
-
7
"
8'
-
1
0
"
18
'
-
1
"
3'
-
8
"
3'
-
1
1
"
1'
-
1
1
"
7'
-
3
"
5'
-
0
"
J
A5.0
G
A5.0
H
A5.0
A
A6.0
B
A6.0
C
A6.0
D
A6.0
E
A6.0
F
A6.0
2
A5.0
C
B
1
A5.0
A
PRO
P
E
R
T
Y
L
I
N
E
EGRESS DOOR,
SEE A2.2
DEMO PLAN
REMODEL PLAN
SEE PLAN
A3.0
Sheet No.:
Approved:
Job No.:
Date:
Drawn By:
Scale:
No.
Revisions:
By Date
Sheet Title:
Project Title:
21833.01
SECOND UNIT
ADDITION
Danville, California
163 St. James Court
GUSTAFSON
06.19.19
BB/SW
PKS
1 PLAN CHECK PKS 07.16.19
REMODEL SCHEME 1/4" = 1'-0"
1/4" = 1'-0"DEMOLITION PLAN
8'
-
0
"
9'
-
6
"
T.O.P.
T.O.WDW.
T.O.S.
T.O.GRADE
33
D2
40
D2
14
D1
39
D2
34
D2
37
D2
22
D2
32
D2
VIEWED AT ANGLE
STUCCO TO MATCH
(E) HOUSE, TYP.
8'
-
0
"
9'
-
6
"
T.O.P.
T.O.WDW.
T.O.S.
T.O.GRADE
11
'
-
1
1
"
33
D2
7
D1
39
D2
1
D21
30
D2
14
D1
7
D1
SIM
37
D2
27
D2
22
D2
32
D2
VIEWED AT ANGLEVIEWED AT ANGLE
8'
-
0
"
9'
-
6
"
T.O.P.
T.O.WDW.
T.O.S.
T.O.GRADE
14
D1
33
D2
34
D2
37
D2
22
D2
32
D2
VIEWED AT ANGLE
8'
-
0
"
9'
-
6
"
T.O.P.
T.O.WDW.
T.O.S.
T.O.GRADE
14
D1
33
D2
30
D2
1
D21
7
D1
37
D2
27
D2
22
D2
32
D2
VIEWED AT ANGLE
8'
-
0
"
9'
-
6
"
T.O.P.
T.O.WDW.
T.O.S.
T.O.GRADE
11
'
-
1
0
"
HOOD
EXHAUST
DUCT
14
D1
33
D2
33
D2
39
D2
34
D2
37
D2
22
D2
32
D2
VIEWED AT ANGLE VIEWED AT ANGLE
8'
-
0
"
9'
-
6
"
T.O.P.
T.O.WDW.
T.O.S.
T.O.GRADE
33
D2
30
D2
1
D21
7
D1
37
D2
27
D2
22
D2
32
D2
34
D2
VIEWED AT ANGLE
E LEFT ELEVATION
EXTERIOR
ELEVATIONS
SEE PLAN
A6.0
Sheet No.:
Approved:
Job No.:
Date:
Drawn By:
Scale:
No.
Revisions:
By Date
Sheet Title:
Project Title:
21833.01
SECOND UNIT
ADDITION
Danville, California
163 St. James Court
GUSTAFSON
06.19.19
BB/SW
PKS
1 PLAN CHECK PKS 07.16.19
1/4" = 1'-0"
A FRONT ELEVATION 1/4" = 1'-0"B FRONT RIGHT ELEVATION
C RIGHT ELEVATION D REAR ELEVATION 1/4" = 1'-0"
F FRONT LEFT ELEVATION
HOU RESIDENCE
FLOOR AREA: 993 SQ. FT.
6
6
1212
6
12
6
CERTAINTEED COMP.
SHINGLE ROOF
-MATCH (E) HOUSE
10
'
-
1
"
T.O.SF
T.O.P.
8'
-
0
"
T.O.W
STUCCO
12
'
-
1
"
T.O.P.
T.O.SF
10
'
-
1
"
T.O.P.
STUCCO
REVEAL
WOOD CLAD
WNDWS
PRECAST
WNDW SILL
BRONZE
LIGHT
±1
5
'
-
7
"
MASTER SITE PLAN
HOU RESIDENCE
1130 EAGLE NEST COURT
DANVILLE, CA 94506
93.
4
9
'
N16
°
5
8
'
1
4
"
E
97.
1
6
'
N8
4
°
4
3
'
2
2
"
W
N
6
9
°
1
5
'
0
5
"
W
5
3
.
2
1
'
N2
4
°
0
5
'
0
0
"
W
22
0
.
7
5
'
N14
°
3
9
'
0
9
"
E
79
.
9
6
'
N
8
1
°
1
7
'
2
4
"
W
23
3
.
2
8
'
116
.
7
8
'
N16
°
5
8
'
1
4
"
E
1
5
'
N
6
9
°
1
5
'
0
5
"
W
25'
N20
°
4
4
'
5
5
"
E
36.83'
R-22.50
(E) HOUSE
-NO WORK DONE
(E) GARAGE
-NO WORK DONE
PROPOSED
2nd UNIT
(E) DECK
-NO WORK DONE
PROPOSED POOL
EQUIP. LOCATION
RELOCATE (E)
POOL EQUIP.
15'-0"
SETBACK
10
'
-
0
"
S
E
T
B
A
C
K
10
'
-
0
"
SE
T
B
A
C
K
2
5
'
-
0
"
S
E
T
B
A
C
K
2
5
'
-
0
"
S
E
T
B
A
C
K
10
'
-
0
"
SE
T
B
A
C
K
±2'-11"
±2
0
'
-
0
1 2 "
±43 4"
±2
2
'
-
1
1
2 "
STOOP
PLANTING
AREA
RAISED
COURTYARD
FLUSH
PLANTER
FLUSH
PLANTER
FLUSH
PLANTER
LAWN
CONC.
WALK
FLUSH
PLANTER
DN
DN
SECONDary UNIT AREA: 993 SQ. FT.
A1
ARCHI T E C T S
b a rry wynn
ENTRY
MSTR BDRM
MSTR BA
LIVING
KITCHEN
BA 2
BDRM 2
W.I.C.
43'-2"
8'-6"19'-2"15'-6"
41
'
-
4
"
1'
-
6
"
13
'
-
1
0
"
26
'
-
0
"
43'-2"
2'-6"12'-10"27'-10"
41
'
-
4
"
8'
-
6
"
15
'
-
4
"
17
'
-
6
"
(E) DECK
-NO WORK DONE
PROPOSED POOL
EQUIP. LOCATION
(E) HOUSE
-NO WORK DONE
PROPOSED FLOOR PLAN
HOU RESIDENCE
1130 EAGLE NEST COURT
DANVILLE, CA 94506 A2
ARCHI T E C T S
b a rry wynn
SHOWN ANGLED
6
1212
6
12
6
CERTAINTEED COMP.
SHINGLE ROOF
-MATCH (E) HOUSE
10
'
-
1
"
T.O.SF
T.O.P.
8'
-
0
"
T.O.W
STUCCO
12
'
-
1
"
T.O.P.
T.O.SF
10
'
-
1
"
T.O.P.
PROPOSED FRONT ELEVATION
STUCCO
REVEAL
WOOD CLAD
WNDWS
PRECAST
WNDW SILL
BRONZE
LIGHT
±1
5
'
-
7
"
SHOWN ANGLED SHOWN ANGLED
12
66
12
12
'
-
1
"
T.O.P.
T.O.SF
PROPOSED FRONT/RIGHT ELEVATION @ ENTRY
SHOWN ANGLED
6
12
10
'
-
1
"
T.O.SF
T.O.P.
8'
-
0
"
T.O.W
12
'
-
1
"
T.O.P.
T.O.SF
PROPOSED REAR ELEVATION
CERTAINTEED COMP.
SHINGLE ROOF
-MATCH (E) HOUSE
STUCCO
STUCCO
REVEAL
WOOD CLAD
WNDWS
PRECAST
WNDW SILL
SHOWN ANGLED
10
'
-
1
"
T.O.SF
T.O.P.
6
12
12
6
12
6
8'
-
0
"
T.O.W
12
'
-
1
"
T.O.P.
T.O.SF
PROPOSED RIGHT SIDE ELEVATION
CERTAINTEED COMP.
SHINGLE ROOF
-MATCH (E) HOUSE
STUCCO
STUCCO
REVEAL
WOOD CLAD
WNDWS
PRECAST
WNDW SILL
BRONZE
LIGHT
SHOWN ANGLED SHOWN ANGLED
12
66
12
12
'
-
1
"
T.O.P.
T.O.SF
PROPOSED REAR/LEFT ELEVATION
SHOWN ANGLED
6
12 12
6
10
'
-
1
"
T.O.SF
T.O.P.
8'
-
0
"
T.O.W
12
'
-
1
"
T.O.P.
T.O.SF
PROPOSED LEFT SIDE ELEVATION
CERTAINTEED COMP.
SHINGLE ROOF
-MATCH (E) HOUSE
STUCCO
WOOD CLAD
WNDWS
PRECAST
WNDW SILL
±1
5
'
-
7
"
PROPOSED EXTERIOR ELEVATIONS
HOU RESIDENCE
1130 EAGLE NEST COURT
DANVILLE, CA 94506 A3
ARCHI T E C T S
b a rry wynn
ARECHAEDERRA RESIDENCE
FLOOR AREA: 998 SQ. FT.
7
gabriel & sandra arechaederra
150 ridge road | alamo, CA 94507
925.362.9986
2
5
'
-
0
"
F
R
O
N
T
S
E
T
B
A
C
K
2
0
'
-
0
"
S
I
D
E
S
E
T
B
A
C
K
2
0
'
-
0
"
S
I
D
E
S
E
T
B
A
C
K
2
0
'
-
0
"
S
I
D
E
S
E
T
B
A
C
K
2
5
'
-
0
"
F
R
O
N
T
S
E
T
B
A
C
K
R
I
D
G
E
R
O
A
D
S
M
I
T
H
R
O
A
D
20'-0"SIDESETBACK
(
E
)
H
O
U
S
E
(
E
)
D
R
I
V
E
W
A
Y
(
E
)
G
A
R
A
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E
(
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)
P
O
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L
(
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)
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V
E
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(
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)
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P
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X
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A
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D
A
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S
H
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W
N
O
N
L
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I
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A
S
B
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A
F
F
E
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T
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T
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S
A
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A
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1
2
3
4
5
6
7
8
9
1
0
(
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)
C
A
R
P
O
R
T
1
6
'
-
0
"
(
N
)
D
R
I
V
E
W
A
Y
P
R
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P
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S
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D
F
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S
(
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)
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W
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/
W
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S
FUTUREADDITIONUNDERSEPARAT
E
PERMIT
P
R
O
P
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S
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D
3
'
-
0
"
M
A
X
.
R
E
T
A
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W
A
L
L
2
5
'
-
0
"
F
R
O
N
T
S
E
T
B
A
C
K
2
0
'
-
0
"
S
I
D
E
S
E
T
B
A
C
K
2
0
'
-
0
"
S
I
D
E
S
E
T
B
A
C
K
R
I
D
G
E
R
O
A
D
S
M
I
T
H
R
O
A
D
20'-0"SIDESETBACK
(
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)
H
O
U
S
E
(
E
)
D
R
I
V
E
W
A
Y
(
E
)
G
A
R
A
G
E
(
E
)
P
O
O
L
(
E
)
C
O
V
E
R
E
D
P
O
R
C
H
(
E
)
F
E
N
C
E
(
E
)
F
E
N
C
E
1
2
3
4
5
6
8
9
1
0
P
R
O
P
O
S
E
D
R
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S
I
D
E
N
T
I
A
L
2
N
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N
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D
3
'
-
0
"
M
A
X
.
R
E
T
A
I
N
I
N
G
W
A
L
L
24
'
-
0
"
B
A
C
K
O
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T
(
E
)
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/
W
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2
0
'
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0
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1
0
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0
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+/-
8
8
'
-
3
"
2
1
'
-
0
"
3
8
'
-
6
"
12'-
0
"
32
'
-
0
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+/-
6
4
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1
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SITE PLAN
1
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=
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0
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ABBREVIATIONS
A
D
D
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(
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=
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.
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PHOTO OF FINISHED PROJECT
9
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#
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2
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FRONT ELEVATIONREAR ELEVATION
A
2
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e
t
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o
.
:
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2
0
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0
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A
5
5
6
SOUTH ELEVATION
1
/
4
"
=
1
'
-
0
"
SOUTH ELEVATION
1
/
4
"
=
1
'
-
0
"
SOUTH ELEVATION
1
/
4
"
=
1
'
-
0
"
5
1
0
K
I
T
C
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E
N
B
A
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N
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A
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E
NORTH ELEVATIONBUILDING SECTION A - A
B
U
I
L
D
I
N
G
S
E
C
T
I
O
N
A
3
COTTAGE UNIT
FLOOR AREA: 1,008 SQ. FT.
8
A1
FLOOR PLAN
w/ DETACHED
GARAGE OPT.
1,008 SQ. FT.
A2
EXTERIOR
ELEVATIONS
SMITH RESIDENCE
FLOOR AREA: 1,084 SQ. FT.
9
8'
-
3
"
7'
-
8
"
(N) SINGLE PLY
ROOF AT PORCH
CANOPY
(N)
COMPOSITION
ROOF TO
MATCH (E)
HORIZONTAL SIDING
MILGARD ALUM.
WINDOWS BRONZE
ANNODIZED
STUCCO
HORIZONTAL SIDING
(E) SIX FOOT FENCE
LIM
I
T
S
O
F
B
U
I
L
D
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N
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ENV
E
L
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P
E
(E) TWO-STORY
RESIDENCE
10'-1012"40'-11"
9
'
-
8
"
2
6
'
-
9
1
2
"
5'-21 2"24'-0"
1'-4"9'-2"12'-6"
2
0
'
-
1
"
5'-712"
5
'
-
9
"
12'-812"5'-7"
1
/
8
"
=
1
'
-
0
"
DETACHED SECONDARY UNIT FLOOR PLAN
A
N
D
S
I
T
E
P
L
A
N
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H
H
A
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D
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L
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DETACHED SECONDARY UNIT FLOOR PLAN AND
S
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3
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3
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MASTER BATHMASTER BEDRM.W.I.C.BATH 2BEDRM.
2
E
N
T
R
Y
L
I
V
I
N
G
D
I
N
I
N
G
K
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T
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(
N
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L
A
W
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(
N
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T
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S
1
,
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4
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M
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2
3
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4
F
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C
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v
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:
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t
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e
:
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(
N
)
S
I
N
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L
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P
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A
T
P
O
R
C
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(
N
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C
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A
T
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)
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(
N
)
R
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L
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LIMITS OF BUILDINGEN
V
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L
O
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E
(
E
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T
W
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T
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N
)
C
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)
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15'-0"
8'-2"
8'-2"10'-0"
(
N
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T
R
A
N
S
O
M
W
I
N
D
O
W
S
EXTERIOR ELEVATIONS
3
/
1
6
"
=
1
'
-
0
"
FRONT ELEVATIONRIGHT ELEVATION
L
I
V
E
R
M
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E
L
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v
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m
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r
e
,
C
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A
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L
2
3
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4
F
A
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Work Plan (INTERIM REVIEWS AND SUBMITTALS IN RED)
The team we have assembled for this project has a proven track record of working
effectively together on projects granny unit and accessory structure projects. For the
anticipated Scope of Work, we are informed by the “Project Description” and “Scope of
Work” found in the Request for Proposal.
Based on the RFP/Q, and our experience with granny unit design, we anticipate the
following rough outline of a likely Work Plan:
Kick-Off Meeting, Coordinate with Staff
We will meet with Town of Danville Staff prior to start of design, to refine the scope of
work and establish the Basis of Design.
Conceptual Design
We will prepare conceptual design alternatives in floor plan, and concept exterior
elevation sketches and/or rendering(s) with proposed materials, for review by Staff.
Subconsultants will prepare the following:
* REVIEW – 35% PLANS TO DESIGN REVIEW *
Upon approval by Staff, we will submit the appropriate drawings and information for
approval by the Design Review Board.
Construction Drawings
Upon approval by the Design Review Board, we will commence preparation of all final
construction drawings, details, specifications and calculations for permit. Architectural
construction drawings will include (but are not limited to) cover sheet, site plan, project
data, Code analysis, roof plan, building sections, exterior elevations, door and window
schedules, and typical details.
Subconsultants will prepare preliminary construction drawings, including the following:
• Structural Engineer – Framing and foundation conceptual layout. Draft
specifications and calculations.
• Title 24 Energy Consultant – Draft energy compliance calculations.
* REVIEW – 65% PLANS SUBMITTAL *
Submit a 65% complete package of construction drawings and details to Town of
Danville Staff for review. Meet with Staff to review the plans.
* REVIEW – 90% PLANS SUBMITTAL *
Submit a 90% complete construction drawing package to Town of Danville Staff for
review. Include marketing collateral (rendered elevation and floor plan).
* REVIEW – 100% SUBMITTAL *
Submit a 100% complete construction drawing package of drawings, details, and
calculations.
* REVIEW – PLAN CHECK REVISIONS *
Respond to plan check and revise plans as necessary for final permit approval.
Our intent is for the Work Plan described above to be completed within the Preliminary
Project Schedule as identified in the RFP/Q as follows:
Cost and Time Breakdown
Our cost proposal is sealed in the envelope attached to this
proposal. Our time breakdown is identified in the proposed Staffing
Plan, below.
Organizational Chart
The following diagram illustrates the organization of project
responsibilities:
Town of
Danville
Staff – Project
Manager
Barry & Wynn
Project Manager
Steve Wynn,
Barry & Wynn
Job Captain
Rod Sepulveda
Barry & Wynn
Project
Architect
Subconsultant
Structural
Engineer
Subconsultant
Title 24 Energy
Staffing Plan (with B&W estimated man-hours)
1. Concept Plans
• Architectural concept design for:
o Prototypical space plan
o Imagery and aesthetics
o Concept exterior elevations
Project Architect – 12 hours (per unit)
Project Manager – 4 hours (per unit)
Job Captain – 12 hours (per unit)
2. Meetings & Reviews with Staff and Design Review
Project Architect – 3 hours
Project Manager – 3 hours
Job Captain – 3 hours
3. Design Development
• Refine plans as directed by Staff and Design Review Board
Project Architect – 4 hours
Project Manager – 4 hours
Job Captain – 20 hours
• Direct sub-consultants
Project Manager – 2 hours
Job Captain – 4 hours
4. Final Construction Drawing Phase
• Prepare final architectural construction drawings
Project Architect – 4 hours
Project Manager – 8 hours
Job Captain – 18 hours
• Direct sub-consultants for their construction documents
Project Manager – 2 hours
Job Captain – 4 hours
5. Plan check
Project Manager – 2 hours
Job Captain – 4 hours
Barry & Wynn Project Team:
Project Manager – Steven Wynn, AIA, CFO
Mr. Wynn is the authorized representative of Barry and Wynn Architects to negotiate all
aspects of the contract for the Town of Danville Permit-Ready Granny Unit Program.
As a Principal of the firm, Mr. Wynn is responsible for project design, the production of
construction documents, cost estimating, specifications and scheduling. He is a
Registered Architect, member of the American Institute of Architects, and a LEED
Accredited Professional. He has extensive construction, design, and project management
experience, including civic projects for public agencies. He was Project Manager for the
recent Martinez Public Library Renovation and Addition project, which included a total
roof replacement. He continues to spear-head ongoing municipal improvement projects
for the City of Livermore. Mr. Wynn is a recognized Historical Architect pursuant to the
Secretary of the Interior’s standards.
Project Architect – Blair Barry, AIA, President
As a Principal of the firm, Mr. Barry is responsible for project design, the production of
construction documents, cost estimating, specifications and scheduling. He is both a
Registered Architect and general contractor. His vast knowledge of construction and
design enables him to schedule accurately and control cost ensuring that projects are
completed within budget and on time. He is knowledgeable in steel, concrete and wood
frame construction. He works closely with project consultants and local officials in all
areas such as codes, planning and design issues to ensure a high quality product.
Job Captain – Rodrigo Sepulveda
Mr. Sepulveda is a long-standing member of the Barry & Wynn team with extensive
CAD design experience and consultant liaison expertise. He is the project coordinator
tasked with scheduling and job organization, and will have primary responsibility for
producing the necessary construction drawings.
Key Sub-Consultants:
We will require two consultants for this project – Structural Engineer, and Title 24
Energy Consultant. We identify two possible consultants for each position, below. It is
possible that one of the ADU plans that we present to the Town may be based on
existing, completed work. In that case, it will be best to use the consultant originally
associated with that particular ADU design. Thus, our final consultant selection will
depend on which particular design advances forward in the process. This is not at all to
suggest that we are limited to existing ADU designs, but rather to identify the most
efficient work plan that leverages the extensive experience we’ve had with our consultant
team on ADU designs. Final consultant selection will not affect the fee in our attached
cost proposal.
Structural Engineer Consultant (1 of 2):
Lloyd Gossen, P.E.
P.O. Box 2246
Orinda, CA 94563
925-254-2534
Email: lgossen@aol.com
Experienced and reliable structural engineering design for residential and commercial
applications. Mr. Gossen has collaborated with Barry & Wynn on many custom
residential, ADU and accessory structure projects over many years.
Structural Engineer Consultant (2 of 2):
Advanced Engineering (Justen Peek, P.E.)
3361 Walnut Blvd. Suite 100
Brentwood, CA 94513
925-516-3502
Email: jp@advengineering.com
Experienced and reliable structural engineering design for residential and commercial
applications. Mr. Peek has collaborated with Barry & Wynn on many custom residential,
ADU and accessory structure projects.
Title 24 Energy Consultant (1 of 2):
Calc 24 (Chris Ferre)
13170 Hillside Drive
Truckee, CA 96161
800-550-0818 (office)
Email: calc24@att.net
Calc 24 offers energy compliance analysis, calculations, and expertise. We have worked
with Mr. Ferre on residential projects for many years.
Title 24 Energy Consultant (2 of 2):
Advanced Engineering (Jason Bennett)
3361 Walnut Blvd. Suite 100
Brentwood, CA 94513
925-516-3502
Email: jp@advengineering.com
In addition to structural engineering, Advanced Engineering also offers Title 24 energy
compliance. We have worked with Jason Bennett for energy compliance on many of our
residential projects over the last several years.
Indemnification and Insurance Requirements for Town of Danville:
B & W is a longstanding firm in Danville, CA and is financially stable with ample
resources to provide all work necessary to complete the services offered. B & W meets
and agrees to the Town of Danville indemnification and insurance Requirements. A
“Certificate of Liability Insurance” and “Additional Insured” will be provided upon
selection and approval by the Town.
A R C H I T E C T S
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