Planning and Development Department
Land Use Planning Division
A D M I N I S T R A T I V E
U S E
P E R M I T
744 Grizzly Peak Blvd.
Administrative Use Permit #ZP2015-0268
Project Description: To construct a 581 square foot second floor addition to an
existing single family residence that is within the required 20-foot front yard
setback, pursuant to:
· Section 23D.16.070 to construct an addition greater than 14-feet in average height;
and
· Section 23C.04.070 to vertically extend a non- conforming front yard required setback;
and
· Section 23E.96.070.B.1 to exceed the 20-feet maximum height in the H-District.
FINDINGS, CONDITIONS AND APPROVED PLANS ATTACHED
Following the expiration of the mandatory appeal period set forth in Section 23B.28.040 of the
Berkeley Municipal Code, with no timely appeal being filed, the Administrative Use Permit
described herein has been duly granted by the Zoning Officer on May 19, 2016.
Attest:
Carol Johnson
Carol Johnson, Land Use Planning Manger
May 19, 2016
Effective Date
2120 Milvia Street, Berkeley, CA 94704
Tel: 510.981.7410
TDD: 510.981.7474
E-mail: planning@ci.berkeley.ca.us
Fax: 510.981.7420
Attachment 1
Findings and Conditions
APRIL 28, 2016
744 Grizzly Peak
Administrative Use Permit #ZP2015-0268
To construct a 581 square foot second floor addition to an existing single
family residence that is within the required 20-foot front yard setback.
PERMITS REQUIRED
 Administrative Use Permit under Section 23D.16.070 to construct an addition greater
than 14-feet in average height; and
 Administrative Use Permit under Section 23C.04.070 to vertically extend a nonconforming front yard required setback; and
 Administrative Use Permit under Section 23E.96.070.B.1 to exceed the 20-feet
maximum height in the H-District.
CEQA FINDINGS
1. The project is categorically exempt from the provisions of the California Environmental
Quality Act (CEQA, Public Resources Code §21000, et seq. and California Code of
Regulations, §15000, et seq.) pursuant to Section 15301 of the CEQA Guidelines (“Existing
Facilities”). Furthermore, none of the exceptions in CEQA Guidelines Section 15300.2
apply, as follows: (a) the site is not located in an environmentally sensitive area, (b) there
are no cumulative impacts, (c) there are no significant effects, (d) the project is not located
near a scenic highway, (e) the project site is not located on a hazardous waste site pursuant
to Government Code Section 65962.5, and (f) the project would not affect any historical
resource.
FINDINGS FOR APPROVAL
2. As required by Section 23B.28.050.A of the Zoning Ordinance, the project, under the
circumstances of this particular case existing at the time at which the application is granted,
would not be detrimental to the health, safety, peace, morals, comfort, and general welfare
of the persons residing or working in the neighborhood of such proposed use or be
detrimental or injurious to property and improvements of the adjacent properties, the
surrounding area or neighborhood, or to the general welfare of the City because:

The proposed project includes a 362 square foot addition over the existing garage for
two new bedrooms and a 219 square foot addition to the west for a hallway to connect
the new bedrooms. Apart from a second floor addition that is 6-feet 8-inches from the
front property line where a 20-foot setback is required, the proposed second floor
addition conforms to all R-1H District standards. The new residence will cover 39% of
the lot where 40% is allowed and provide in excess of the required 400 square-feet of
2120 Milvia Street, Berkeley, CA 94704 Tel: 510.981.7410 TDD: 510.981.7474
E-mail: zab@ci.berkeley.ca.us
Fax: 510.981.7420
744 GRIZZLY PEAK
Page 2 of 6
NOTICE OF ADMINISTRATIVE DECISION - Findings and Conditions
AUP
2015-0268
open space which leaves a reasonable amount of space between structures so as not
to impact air. Through the second floor addition, the average height of the structure
would increase by 7-inches to 24-feet 6-inches, staying below the 28-feet average height
limit. Therefore, it is determined not to be detrimental to the general welfare of the
neighborhood.

The shadow studies supplied by the applicant detail the changes to shadows and light
from the addition. The addition would add shadows to a small portion of the rear of the
dwelling at 736 Grizzly Peak in the morning during the summer solstice. No other
residential structures will be shaded. In addition, the project site has a large tree in the
front yard. Due to these traits, light and shadow impacts to surrounding properties are
determined not to be detrimental

There will be two new windows on the second floor front (north) elevation for the
bedrooms that are 6-feet 8-inches from the front property line where 20 feet is required,
and at approximately 16 feet in height. These new windows on the front elevation will
not have a line of site into the eastern residences because the neighboring dwellings
are setback further from the street than the subject residence. There will be one new
window on the north-western elevation that is within the required 20-foot front setback
and approximately 18 feet in height. The new north-western facing window will look out
onto the front yard of 736 Grizzly Peak, which is approximately 12 feet away. The other
new windows on each elevation are at similar heights as the existing windows and
outside all required setbacks. Given these characteristics, the new windows will not
present unreasonable privacy impacts.

The proposed project is in conformance with the 35-feet maximum height of the R-1H
District. The dwelling to north (front) of the subject property is across the street,
approximately 95-feet away and 10-feet higher than the subject property. The addition
is on the front of the house so there will be no new view impacts to the southwestern
(downhill) properties. There will be no changes in views for the neighboring southeastern
and northwestern residences. There is a large tree in the front yard of the subject
property that partially obscures views of the bay. Based on all these characteristics no
significant views will be obstructed by the proposed project.
3. As required under Section 23E.96.070.B (Development Standards), the Zoning Officer finds
that the construction of an addition greater than 20-feet in maximum height is consistent
with the purposes of the Hillside Overlay District because the addition to the dwelling
maintains the existing ridge line, does not reduce the existing setbacks, and due to the
down slope topography of the area, the additions will not impact significant views enjoyed
by neighboring properties.
4. Pursuant to Berkeley Municipal Code Section 23C.04.070.B, the Zoning Officer finds that
the alteration (vertical extension of a wall and new window openings to the second floor) of
a portion of a building located within non-conforming front yard setback is permissible as
the wall and new openings will not further reduce the non-conforming setback nor will it
affect the existing height of the structure.
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NOTICE OF ADMINISTRATIVE DECISION - Findings and Conditions
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2015-0268
STANDARD CONDITIONS
The following conditions, as well as all other applicable provisions of the Zoning Ordinance,
apply to this Permit:
1. Conditions Shall be Printed on Plans
The conditions of this Permit shall be printed on the second sheet of each plan set submitted
for a building permit pursuant to this Use Permit, under the title ‘Use Permit Conditions’.
Additional sheets may also be used if the second sheet is not of sufficient size to list all of
the conditions. The sheet(s) containing the conditions shall be of the same size as those
sheets containing the construction drawings; 8-1/2” by 11” sheets are not acceptable.
2. Applicant Responsible for Compliance with Conditions
The applicant shall ensure compliance with all of the following conditions, including
submittal to the project planner of required approval signatures at the times specified.
Failure to comply with any condition may result in construction being stopped, issuance of
a citation, and/or modification or revocation of the Use Permit.
3. Uses Approved Deemed to Exclude Other Uses (Section 23B.56.010)
A. This Permit authorizes only those uses and activities actually proposed in the
application, and excludes other uses and activities.
B. Except as expressly specified herein, this Permit terminates all other uses at the location
subject to it.
4. Modification of Permits (Section 23B.56.020)
No change in the use or structure for which this Permit is issued is permitted unless the
Permit is modified by the Zoning Officer, except that the Zoning Officer may approve
changes that do not expand, intensify, or substantially change the use or building.
5. Plans and Representations Become Conditions (Section 23B.56.030)
Except as specified herein, the site plan, floor plans, building elevations and/or any
additional information or representations, whether oral or written, indicating the proposed
structure or manner of operation submitted with an application or during the approval
process are deemed conditions of approval.
6. Subject to All Applicable Laws and Regulations (Section 23B.56.040)
The approved use and/or construction is subject to, and shall comply with, all applicable
City Ordinances and laws and regulations of other governmental agencies. Prior to
construction, the applicant shall identify and secure all applicable permits from the Building
and Safety Division, Public Works Department and other affected City divisions and
departments.
7. Exercised Permit for Use Survives Vacancy of Property (Section 23B.56.080)
Once a Permit for a use is exercised and the use is established, that use is legally
recognized, even if the property becomes vacant, except as set forth in Standard Condition
#8, below.
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744 GRIZZLY PEAK
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NOTICE OF ADMINISTRATIVE DECISION - Findings and Conditions
AUP
2015-0268
8. Exercise and Lapse of Permits (Section 23B.56.100)
A. A permit for the use of a building or a property is exercised when, if required, a valid City
business license has been issued, and the permitted use has commenced on the
property.
B. A permit for the construction of a building or structure is deemed exercised when a valid
City building permit, if required, is issued, and construction has lawfully commenced.
C. A permit may be declared lapsed and of no further force and effect if it is not exercised
within one year of its issuance, except that permits for construction or alteration of
structures or buildings may not be declared lapsed if the permittee has: (1) applied for
a building permit; or, (2) made substantial good faith efforts to obtain a building permit
and begin construction, even if a building permit has not been issued and/or construction
has not begun.
9. Indemnification Agreement
The applicant shall hold the City of Berkeley and its officers harmless in the event of any
legal action related to the granting of this Permit, shall cooperate with the City in defense of
such action, and shall indemnify the City for any award of damages or attorneys fees that
may result.
ADDITIONAL CONDITIONS IMPOSED BY THE ZONING OFFICER
Pursuant to BMC 23B.28.050.D, the Zoning Officer attaches the following additional conditions
to this Permit:
Prior to Submittal of Any Building Permit:
10. The applicant shall provide the project planner with the name and telephone number of
the individual empowered to manage construction noise from the project. The individual’s
name, telephone number, and responsibility for noise management shall be posted at the
project site for the duration of construction in a location easily visible to the public. The
individual shall record all noise complaints received and actions taken in response, and
submit written reports of such complaints and actions to the project planner on a weekly
basis. Individual Responsible for Noise Management:

Name:
Phone:
11. The applicant and all persons associated with the project are hereby notified that a
Transportation Management Permit (TMP) would be required under any of the following
circumstances:
 Alterations, closures, or blockages to sidewalks or pedestrian paths
 Alterations, closures, or blockages to vehicle travel lanes (including bicycle lanes)
 Storage of building materials, dumpsters, debris anywhere in the public ROW
 Provision of exclusive contractor parking on-street
 Significant truck activity.
Contact the Permit Service Center (PSC) at 2120 Milvia Street or 981-7500 for details on
obtaining Construction/No Parking Permits (and associated signs and accompanying
dashboard permits). Public Works Traffic Engineering (981-6400) reviews all submitted
TMP requests.
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744 GRIZZLY PEAK
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NOTICE OF ADMINISTRATIVE DECISION - Findings and Conditions
AUP
2015-0268
The TMP may include designation of a specific truck haul route. Meter heads (if in the
construction area) shall be removed only by City staff. Contact the site inspector 72
hours in advance of required removal so arrangements can be made.
During Construction:
12. Construction activity shall be limited to between the hours of 8:00 a.m. and 6:00 p.m. on
Monday through Friday, and between 9:00 a.m. and noon on Saturday. No constructionrelated activity shall occur on Sunday or on any Federal Holiday.
13. If underground utilities leading to adjacent properties are uncovered and/or broken, the
contractor involved shall immediately notify the Public Works Department and the Building
& Safety Division, and carry out any necessary corrective action to their satisfaction.
14. Subject to approval of the Public Works Department, the applicant shall repair any
damage to public streets and/or sidewalks by construction vehicles traveling to or from
the project site.
15. All piles of debris, soil, sand, or other loose materials shall be covered at night and during
rainy weather with plastic at least one-eighth millimeter in thickness and secured to the
ground.
16. All active construction areas shall be watered at least twice daily, and all piles of debris,
soil, sand or other loose materials shall be watered or covered.
17. Trucks hauling debris, soil, sand, or other loose materials shall be covered or required to
maintain at least two feet of board.
18. Public streets shall be swept (preferably with water sweepers) of all visible soil material
carried from the site.
19. The applicant shall establish and maintain drainage patterns that do not adversely affect
adjacent properties and rights-of-way.
20. The applicant shall ensure that all excavation takes into account surface and subsurface
waters and underground streams so as not to adversely affect adjacent properties and
rights-of-way.
21. Any construction during the wet season shall require submittal of a soils report with
appropriate measures to minimize erosion and landslides, and the developer shall be
responsible for following these and any other measures required by the Building and
Safety Division and the Public Works Department.
Prior to Issuance of Occupancy Permit or Final Inspection:
22. All construction at the subject property shall substantially conform to the approved Use
Permit drawings or to modifications approved by the Zoning Officer.
23. All landscape, site and architectural improvements shall be completed per the attached
approved drawings dated February 20, 2016.
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744 GRIZZLY PEAK
Page 6 of 6
NOTICE OF ADMINISTRATIVE DECISION - Findings and Conditions
AUP
2015-0268
At All Times (Operation):
24. All exterior lighting shall be shielded and directed downward and away from property lines
to prevent excessive glare beyond the subject property.
25. Noise and exterior lighting shall be controlled so as to prevent verified complaints from
the surrounding neighborhood.
_____________________________________
Prepared by: Jim Frank, Assistant Planner
For Shannon Allen, Principal Planner, AICP
File: G
:\LANDUSE\Projects by Address\Grizzly Peak\0744\ZP2015-0268\DOCUMENT FINALS\2016-0428_APFC__744 Grizzly Peak.docx
N 34º 23' 30" W
SCOPE OF WORK
Site Notes
1. The ground immediately adjacent to the foundation shall be sloped away from
building at a slope of not less than 6” (5 percent slope) in the first 10 feet
measured perpendicular to the face of the wall. Impervious surfaces within 10
feet of building shall be sloped a minimum of 2 percent away from building.
2. The discharge of pollutants to any storm drainage system is prohibited. No
solid waste, petroleum byproducts, soil particulate, construction waste
materials, or wastewater generated on construction sites or by construction
activities shall be placed, conveyed or discharged into the street, gutter, or
storm drain system.
The home is located on a steep slope having 3 levels with
the main entry at street level. 2 story addition to include
hallways, closets and one powder room on the first floor. A
1 story addition over garage to include 2 bedrooms and 2
closets. Opening up the staircase for visual connection to
all 3 levels. Sewer lateral to be inspected.
101.51'
4'-9"
(E) Fence
14'-3" to deck
Patio
Deck
(E) Fence
4'-9"
This application requires applicant to obtain separate electrical, plumbing and
mechanical permits (as applicable) to this project. They are not included with
the Building permit application.
(E) Retaining
Wall
(E) Retaining
Wall
Waste Diversion Form, Plan, and Report to be submitted by others.
20'-0"
4'-0"
4'-0"
Setback
5'-11"
R-1H
Rear Yard Setback
Building Height*
4
6'-8"
20'
Left: (Feet)
4'-9"
4'-9"
4'
Right: (Feet)
4'
4'
4'
30'-8"
30'-8"
20'
3
3
3
(Feet)
23'-10.5"
24'-6"
28'
Maximum*
(Feet)
32'-3"
33'-4"
35'
4,200
4,200
Gross Floor Area*
(Square-Feet)
Total Area Covered by All Floors
2,191
2,772
Building Footprint*
Total of All Structures
1,523.2
1,642.7
(%)
36.3%
39.1%
Useable Open Space*
(Square-Feet)
3,047
2,927
Floor Area Ratio*
Non-Residential only
(Except ES-R)
Lot Area
(Square-Feet)
Lot Coverage*
(Footprint/Lot Area)
(Square-Feet)
*See Definitions – Zoning Ordinance Title 23F.
2
1"=10'
Proposed Site Map
1"=10'
N
N
NEIGHBORS SIGNATURES
I have reviewed the plans for a (insert short description of project: ex 750 s.f., 24' high residential addition) at (Location of project)
Average*
Areas
Existing Site Map
1
6'-8"
(# Stories)
Grizzly Peak Boulevard
2
(Feet)
(Feet)
All existing trees to remain
eway
(E) Driv
DATE
Front Yard Setback
Side Yard Setbacks:
(facing property)
Grizzly Peak Boulevard
Vicinity Map
Name (Printed)
Signature
Address
Renter or Owner?
Date
Have objections
Have no
objections (Please state briefly)
Have no
comment
Grizzly Peak Blvd
Location 744
Map
341.2 SF (E) Deck
over (E) Patio
1,680
40%
1182 SF (E) House
DESCRIPTION
Yards and Height
2 (3 originally)
0
8'-0"
eway
"
14'-0
alk
NO.
Number of Bedrooms
(#)
(R-1, R-1A, R-2, R-2A, and R-3 only)
2
(E) Japanese
Maple Tree
with 1'-3"
Diameter Trunk
(E) Sidew
May 31, 2017
Structural
S0
Structural Index & Notes
S1.0 Structural Details
S1.1 Structural Details
S2.0 Structural Foundation & First Floor Framing Plan
S2.1 Structural Second Floor & Roof Framing Plan
S3.0 Structural Details
S3.1 Structural Details
SSW Simpson Strong-Wall Details
.38
R=434
alk
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
REVISIONS
(#)
(E) Sidew
(E) Driv
Please print in ink the following numerical information for your Administrative Use Permit, Use Permit, or
Variance application:
Permitted/
Existing
Proposed
Required
Units, Parking Spaces & Bedrooms
1
0
1
Number of Dwelling Units
(#)
Number of Parking Spaces
"
16'-7 1/2
"
14'-0
(E) Japanese
Maple Tree
with 1'-3"
Diameter Trunk
40.52'
24'-1"
11-20-15
Brent Blackaby & Larry Huynh
Applicant’s Name:
Zoning District
Date:
.38
R=434
24'-1"
744 Grizzly Peak Blvd., Berkeley, CA 94708
(E) Gas Service
6'-8"
8'-0"
40.52'
TABULATION FORM
(E) Elec. Service
(E) Fence
20'-0"
Land Use Planning, 2120 Milvia Street, Berkeley, CA 94704
Tel: 510.981.7410 TDD: 510.981.6903 Fax: 510.981.7420 Email: Planning@ci.berkeley.ca.us
Area of 1 story addition
above garage: 362 sf
Area of 2 story
addition: 219 sf
Setback
(E) Gas Service
Setback
Type R-3/U
Type V B
R1-H
Architectural
A0.1 Cover Sheet
A0.2 Notes
A0.3 CAL Green
A0.4 Waste Diversion Forms
A1.1 Existing & Demo Floor Plans
A1.2 New Floor Plans
A1.3 New & Existing Roof Plans
A1.4 Reflected Ceiling Plans
A2.1 Existing Elevations
A2.2 New Elevations
A3.1 Building Section & Details
A7.1 Performance Certificate (Title 24)
A7.2 Mandatory Measures (Title 24)
A7.3 Mandatory Measures (Title 24)
6'-8"
Setback
(E) Elec. Service
4'-0"
"
16'-7 1/2
4'-0"
20'-0"
Setback
20'-0"
(E) Walkway
(E) Walkway
(E) Walkway
(E) Fence
(40% max.)
744 Grizzly Peak Blvd
20'-0"
1'-8 1/2"
(E) Walkway
(36.3%)
(39.1%)
Drawing List
Setback
(E) Stairs & walkway
down to backyard
1,523.2 s.f.
1,642.7 s.f.
ARCHITECT:
Drafting Cafe
170 Santa Clara Ave. # 102
Oakland, CA 94610
T 510-251-2511
F 510-735-9797
(N) Conc. porch
stairs & walkway
(E) Retaining
Wall
s.f.
s.f.
s.f.
s.f.
Existing Floor Area Ratio: 52%
Proposed Floor Area Ratio: 66%
Occupancy CodeConstruction TypeZoning-
(E) Fence
(E) Retaining
Wall
There is no automatic sprinkler system for this project.
Lot Size:
4,200
Existing Residence:
2,191
Proposed Addition:
581
Total Proposed Residence: 2,772
Existing Lot Coverage:
New Lot Coverage:
20'-0"
DEFERRED SUBMITTALS
Project Address:
Neighbor's
House
N 55º 36' 30" E
Neighbor's
House
DESCRIPTION:
25'-9" to house
Neighbor's
House
744 Grizzly Peak Blvd.
Berkeley, CA 94708
101.51'
Deck
N 55º 36' 30" E
N 55º 36' 30" E
25'-9" to house
Patio
APN: 063-296400600
(E) Retaining
Wall @ 23" high
107.85'
14'-3" to deck
10'-8" to Patio
(E) Retaining
Wall @ 23" high
PROJECT ADDRESS:
(E) Fence
10'-8" to Patio
(E) Fence
(E) Fence
Additional Permits
PROJECT INFORMATION
(E) Retaining
Wall @ 13" high
DATE
107.85'
N 55º 36' 30" E
Cal Green - Stormwater BMPs
1. Retention basins of sufficient size shall be utilized to retain stormwater on the
*AUP Findings and Conditions Attached
site.
2. Where stormwater is conveyed to a public drainage system, collection point,
gutter or similar disposal method, water shall be filtered by use of a barrier
system, wattle or other method approved by the enforcing agency.
3. Compliance with a lawfully enacted stormwater management ordinance
4. The discharge of pollutants to any storm drainage system is prohibited. No
solid waste, petroleum by-products, soil particulate, construction waste
Neighbor's
materials, or wastewater generated by construction activities shall be placed,
House
coveyed, or discharged onto the street, gutter or storm system.
Patio
(E) Retaining
Wall @ 13" high
April 28, 2016
SIGNATURE
(E) Fence
Setback
Patio
20'-0"
Setback
(E) Fence
20'-0"
PLANS APPROVED by
Berkeley, CA 94708
40'
744 Grizzly Peak Blvd.
N 34º 23' 30" W
40'
Map data ©2015 Google
Cover Sheet
(N) 119.5 sf
Additon
Revised: 05/15
DATE
g:\forms & instructions\land use planning forms\tabulation_form_05-15.doc
Land Use Planning, 2120 Milvia Street, Berkeley, CA 94704
Tel: 510.981.7410 TDD: 510.981.6903 Fax: 510.981.7420 Email: Planning@ci.berkeley.ca.us
PROJECT
20'-0"
Setback
3
November 20, 2015
SCALE
1"=20'
4,200
Existing Coverage
Addition Coverage
New Lot Coverage
1,523.2 s.f. (36.3%)
119.5 s.f.
1,642.7 s.f. (39.1%)
1" = 10'
A0.1
Proposed Lot Coverage
Lot Size:
14161
s.f.
(40% max.)
Map data ©2015 Google
1000 ft
Wall Legend
April 28, 2016
SIGNATURE
(E) Wall
DATE
(N) Wall
*AUP Findings and Conditions Attached
Wall to be Demolished
1/A2.1
1/A2.1
17'-8"
(E) 70152 Garage door
Berkeley, CA 94708
744 Grizzly Peak Blvd.
PLANS APPROVED by
(E) Gas meter
(E) Elec. panel
(E) Electric Meter
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
19'-2"
(E) 3030
FX
Garage
C.H. 8'-0"
Walkway
(E) Attic
access
12'-9"
May 31, 2017
18'-6"
1/A2.1
6'-7"
10'-8"
(N) Demo
windows
(E) 2668
(E) 3043
Slider
(E) 4643
Slider
EGRESS
Closet
C.H. 8'-0"
No Change
Hall
Pantry
UP
C.H. 7'-2"
DN
Unexcavated
(N) Demo
wall & door
(E) 3018
(N) Demo
window
Bathroom
C.H. 8'-0"
No Change
UP
1T@12"
2R @ 8"
UP 10"
4/A2.1
UP
Storage
Unfinished Storage
No Change
No Change
UP
4/A2.1
DN
2/A2.1
(E) 2468
Walkway
(E) 3030
Bar
Clos.
DW
FAU
(N) Open staircase for
visual connection
between all floors.
Entry
WH
C.H. 7'-3"
Laundry Room
(E) 4450
FX
Sill @ 24"
DN
No Change
9'-8 1/2"
9'-7 1/2"
Master Closet
C.H. 8'-0"
Master Bedroom
(N) Master Bath
C.H. 8'-0"
C.H. 8'-0"
No Change
GWB around
beam abv
14'-3 1/2"
14'-3 1/2"
DATE
(E) 2868
3'-3 1/2"
(N) Demo
window
6'-4"
Hall
C.H. 8'-0"
(E) 2868
6'-7"
(E) 4943
Slider
EGRESS
C.H. 8'-5"
No Change
(E) 3068
DN
Kitchen
(N) Demo walls
(N) Demo porch
& stairs
(E) 2868
(N) Demo window
2/A2.1
C.H. 8'-0"
(N) Demo wall
& roof
4/A2.1
13'-8"
(E) Bedroom 2
(E) 71142
FX
17'-2 1/4"
2/A2.1
No Change
Dining Room
C.H. 8'-5"
No Change
Living Room
C.H. 8'-5"
No Change
Family Room
Walkway
No Change
Bathroom
2
No Change
(E) 4643
Fixed
(E) 2-2343
Single Hung
(E) 4050
CSMT
Sill @ 24"
(E) 4643
Fixed
(E) 6050
FX
Sill @ 24"
DN
(E) 4050
CSMT
Sill @ 24"
UP 4.5"
UP
Patio
Deck
3/A2.1
NO.
(E) 3670 French Door
w/ 3670 sidelite
DESCRIPTION
Hall
C.H. 8'-0"
No Change
REVISIONS
(E) 4943
Slider
EGRESS
(E) 2468
(N) Demo
window
3'-0"
(E) 2468
Existing & Demo
Floor Plans
DATE
DN
November 20, 2015
PROJECT
14161
3/A2.1
SCALE
3/A2.1
3
Second Floor Existing & Demo Plan
1/4" = 1'-0"
2
First Floor Existing & Demo Plan
1/4" = 1'-0"
1
Ground Floor Plan: NO CHANGE except (N) open railing at stairs
1/4" = 1'-0"
N
1/4" = 1'-0"
A1.1
WINDOW SCHEDULE
W
H
HEAD
SAFETY EGRESS U-FACTOR
MATERIAL INTERIOR EXTERIOR GLAZING
STYLE
TYPE QTY UNIT SIZE
NOTES: Comply with Wildland-Urban
Interface Fire Zone Two Requirements
A
1
2'0"
2'0"
7'6"
ROUND, OPERABLE
CLAD
WOOD
FIBERGLASS
1 PANE
--
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
B
2
4'0"
4'0"
7'0"
FIXED
CLAD
WOOD
FIBERGLASS
1 PANE
--
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
C
2
2'4"
4'3"
6'8"
SINGLE HUNG
CLAD
WOOD
FIBERGLASS
1 PANE
--
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
D
3
3'0"
4'8"
6'8"
SINGLE HUNG
CLAD
WOOD
FIBERGLASS
1 PANE
COMPLIANT
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
E
3
2'6"
5'6"
6'8"
FIXED
CLAD
WOOD
FIBERGLASS
BOTH PANES
--
0.32
Milgard or Marvin Intergrity, BOTH PANES TEMPERED
F
1
4'4"
4'6"
6'8"
BI-PARTING CASEMENT
CLAD
WOOD
FIBERGLASS
1 PANE
COMPLIANT
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
G
2
2'6"
4'2"
6'8"
CASEMENT
CLAD
WOOD
FIBERGLASS
1 PANE
COMPLIANT
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
H
1
2'11"
4'8"
6'8"
SINGLE HUNG
CLAD
WOOD
FIBERGLASS
1 PANE
COMPLIANT
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
I
1
2'11"
4'0"
6'8"
SINGLE HUNG
CLAD
WOOD
FIBERGLASS
1 PANE
--
0.32
Milgard or Marvin Intergrity, min. 1 tempered pane (Section 2406)
Attic Vent Calculations:
DOOR
FRAME
GLAZING VENT NOTES
W
H
THK
STYLE
1
1
15'2"
7'0"
2"
ROLL UP
MATERIAL INTERIOR EXTERIOR MATERIAL INTERIOR EXTERIOR
MTL.
SPEC.
SPEC.
WD
PNT
PNT
TEMPERED
---
GARAGE DOOR WITH WINDOWS (Section 2406)
2
1
5'0"
6'8"
1 3/4"
SWING BI-PARTING
WD
PNT
WD
WD
PNT
PNT
NA
---
INTERIOR
3
1
2'6"
6'8"
1 3/4"
SWING
WD
PNT
WD
WD
PNT
PNT
NA
---
INTERIOR
4
1
2'8"
6'8"
1 3/4"
SWING
WD
PNT
WD
WD
PNT
PNT
NA
---
INTERIOR
5
1
5'8"
6'8"
1 3/4"
SWING BI-PARTING
WD
PNT
WD
WD
PNT
PNT
NA
---
INTERIOR
6
1
2'4"
6'8"
1 3/4"
SWING
WD
PNT
WD
WD
PNT
PNT
NA
---
INTERIOR
Wall Legend
Attic Vent Calculations:
Proposed (N) Attic Area #2
Attic Area = 120.2 s.f.
Vent factor: 1/150
(483 s.f. x 1/150)144in2/1ft2 = 115.4 s.i.
Req'd Net Free Ventilation Area (NFVA): 115.4 s.i. required
Tie (N) attic ventilation to (E) attic with openings between. Augment with
a solar mechanical attic fan rated for 1,000 s.f. min. (See (N) roof plan)
5'-10"
1/A2.2
5'-10"
244.9 s.i. NFVA provided and augmented with a solar
mechanical attic fan rated for 400 s.f. min. (See (N) roof plan)
Wall to be Demolished
18'-6" +/-
6'-11"
18'-6" +/-
628 sf (E) conditioned
over slab: NO CHANGE
813 sf (E) conditioned
791 sf (E) conditioned
Ground Floor
First Floor
Second Floor
(N) Trellis
17'-8" +/-
4
17'-8" +/-
4'-0"
(E) Gas meter. (N) Approved
automatic gas shut-off valve
installed on downstream side of
the (E) gas utility meter.
1
D
(E) Elec. panel
4'-5 3/4"
Bedroom 4
3
13'-8"
(E) Bedroom 2
C.H. 8'-0"
No Change
5'-10"
3
2'-3 3/4"
2'-0"
Sh.
1
A3.1
51'-10 3/4" +/-
Kitchen
A3.1
C.H. 8'-5"
No Change
2'-0"
CL Win.
Above
3'-0"
Bathroom
C.H. 8'-0"
3'-0"
Bar
UP
1"
4'-11"
2'-4 3/8"
UP
2T@12"
3R @ 7.65"
32'-3 3/4"
4'-2"
DN
15T@11"
16R @ 7"
4
For
Shear
Wall
2
Clos.
(E) 3068
CL Win.
Above
G
5'-0"
9'-10 1/2"
2'-4 3/8"
H
2
DN
New
Guardrail
CL Door
Below
E
C.H. 8'-5"
A3.1
C.H. 8'-0"
eq.
eq.
(N) Hall
Crawlspace Vent Calculations:
Hall
4/A2.2
2/A2.2
B
UP
C.H. 7'-2"
Shlvs
B
2/A2.2
10'-8"
Hall
Pantry
Remove (E)
Stucco &
replace w/ 1/2"
gwb, typ.
7'-3 1/4"
5
20'-7 1/4"
3'-0"
G
20'-7 1/4"
eq.
6'-6"
Clos.
eq.
2'-0"
3'-4"
3'-0"
19'-2" +/-
C.H. 8'-5"
3
6'-7"
Closet
C.H. 8'-0"
No Change
1/A2.1
Pwdr Rm.
Entry
C.H. 7'-3"
DW
NO CHANGE
Unexcavated
No Change
2/A2.1
UP
T&R's:
VIF
2'-4"
eq.
C.H. 8'-0"
*AUP Findings and Conditions Attached
eq.
15" 15"
Bedroom 3
C.H. 8'-0"
5'-0"
(N) Hall
3'-0"
E
F
DATE
A
9'-9 1/2" +/-
3'-0"
E
eq.
SIGNATURE
(E) Attic access
5'-5"
eq.
3
Garage
19'-7" +/-
2'-6"
6
May 31, 2017
April 28, 2016
C.H. 8'-0"
19'-2" +/-
eq.
Clos.
C.H. 8'-0"
4'-5 3/4"
C.H. 8'-0"
Sh.
2'-9 3/8"
(E) Electric Meter
CL
Clos.
C.H. 8'-0"
PLANS APPROVED by
16'-2"
9'-4 1/2"
eq.
6
eq.
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
1" = 20'-0"
4/A2.2
D
eq.
Conditioned Space Diagram
eq.
eq.
D
482.3 sf (N)
conditioned
(N) Wall
1
A3.1
1
A3.1
6'-11"
Attic Area = 362.3 s.f.
Vent factor: 1/150
(483 s.f. x 1/150)144in2/1ft2 = 347.81 s.i.
Req'd Net Free Ventilation Area (NFVA): 347.81 s.i. required
Eave Vent: 9.42 NFVA per segment, 26 segments = 244.9
1/A2.2
185 sf (E) Unconditioned
over slab NO CHANGE
(E) Wall
Proposed (N) Attic Area #1
362.3 sf (E)
unconditioned
garage over
slab
NO CHANGE
98.3 sf (N)
conditioned
UP
Storage
Unfinished Storage
No Change
No Change
UP
FAU
(N) Open staircase for
visual connection
between all floors. (N)
handrail to match (E) VIF
WH
Laundry Room
I
2'-0"
No Change
2'-11"
For
Shear
Wall
DATE
TYPE QTY.
EXTERIOR DOORS TO HAVE LOW E2 DOUBLE GLAZING
FINISH
Berkeley, CA 94708
UNIT SIZE
744 Grizzly Peak Blvd.
DOOR SCHEDULE
WINDOWS TO BE LOW E2, AND SOLARBAN 60 GLAZING, MINIMUM
2'-0"
12'-5"
For
Shear
Wall
C.H. 8'-5"
No Change
Living Room
C.H. 8'-5"
No Change
Family Room
No Change
Bathroom
Master Bath
2
C.H. 8'-0"
Master Closet
C.H. 8'-0"
No Change
DESCRIPTION
Dining Room
NO.
8'-6 3/4"
14'-3 1/2" +/-
C.H. 8'-0"
GWB around
beam abv
REVISIONS
Master Bedroom
15'-1 1/2"
14'-3 1/2"
3'-8"
Replace (E) win
C
Replace (E) win
C
Hall
C.H. 8'-0"
3'-0"
Proposed Floor Plans
UP 4.5"
DATE
PROJECT
Patio
11'-10"
UP
Deck
7'-1"
November 20, 2015
SCALE
31'-3" +/-
3/A2.1
31'-3" +/-
1
1/4" = 1'-0"
N
3
1/4" = 1'-0"
2
Proposed First Floor Plan
1/4" = 1'-0"
3/A2.2
1/4" = 1'-0"
Ground Floor Plan: NO CHANGE except (N) open railing at stairs
3/A2.2
Proposed Second Floor Plan
14161
A1.2
1/A2.1
Wall Legend
(E) Wall
26 Eave vents for 347.81 net
free ventilation area
Wall to be Demolished
5:12 Slope
V.I.F.
5:12 Slope
V.I.F.
(N) Wall
PLANS APPROVED by
5:12 Slope
V.I.F.
5:12 Slope
V.I.F.
(N) Solar powered attic fan
rated for 400 s.f. min.
5:12 Slope
V.I.F.
April 28, 2016
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
(N) Asphalt
shingle roofing
to match (E)
DATE
*AUP Findings and Conditions Attached
May 31, 2017
5:12 Slope
V.I.F.
5:12
Slope
V.I.F.
4/A2.2
Provide 115.4 square inches of net
free ventilation area with openings
between (N) and (E) attic
5:12 Slope
V.I.F.
2/A2.2
4/A2.1
2/A2.1
5:12 Slope
V.I.F.
5:12
Slope
V.I.F.
Overframing
(N) Barge board,
provide flashing
5:12 Slope
V.I.F.
5:12 Slope
V.I.F.
(N) Solar powered attic fan
rated for 1,000 s.f. min.
(E) Flue
(E) Flue
1'-4" Overhang, typ.
5:12 Slope
V.I.F.
(E) Chimney
5:12 Slope
V.I.F.
5:12 Slope
V.I.F.
5:12 Slope
V.I.F.
(E) Chimney
(E) Asphalt shingle
roofing
DATE
5:12 Slope
V.I.F.
Overframing
(E) Asphalt
shingle roofing
3/A2.1
REVISIONS
3/A2.2
1
Existing Roof Plan
1/4" = 1'-0"
2
DESCRIPTION
5:12 Slope
V.I.F.
1'-4" Overhang, typ.
NO.
SIGNATURE
5:12 Slope
V.I.F.
Berkeley, CA 94708
744 Grizzly Peak Blvd.
1
A3.1
1/A2.2
Existing & Proposed
Roof Plans
Proposed Roof Plan
1/4" = 1'-0"
DATE
November 20, 2015
PROJECT
N
SCALE
14161
1/4" = 1'-0"
A1.3
NOTE: All electrical shown is
new unless otherwise noted. (E)
represents existing eletrical.
Recessed Downlight
Electrical Code Notes - General
1. Smoke alarms must be hardwired with battery back-up and must be interconnected. Smoke
alarms installed in existing space may be battery operated unless there is an attic or
crawlspace for fishing cables or finishes are removed. Smoke alarms must be installed per
manufacturer's specifications. All smoke alarms shall be listed and labeled in accordance
with UL 217 and installed in accordance with the provisions of the code and the household
fire warning equipment provisions of NFPA 62. (CRC-R314)
2. For any dwelling with a fuel-burning appliance or with an attached garage, carbon
monoxide alarms shall be provided in the immediate vicinity of any bedroom and on every
level including basements. Carbon monoxide alarms must be hardwired with battery
back-up and must be interconnected. Carbon monoxide alarms installed in existing space
may be battery operated unless there is an attic or crawlspace for fishing cables or finishes
are removed. Carbon monoxide alarms must be installed per manufacturer's specifications.
Carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and
maintained in accordance with NFPA 720 and the manufacturer's instructions.
3. All new 125-volt, 15- and 20- ampere receptacles in dwelling units shall be tamper-resistant
receptacles.
4. All new 120-volt 15 and 20 ampere branch circuits supplying outlets installed in dwelling
unit dining rooms, living rooms, bedrooms, closets, hallways, or similar rooms or areas
shall be protected by a listed arc-fault circuit interrupter, combination-type, installed to
provide protection of the branch circuit.
5. Outdoor lighting attached to the building must be high efficacy, or controlled by both motion
sensor and photo-control devices (lighting not attached to building is exempt).
6. Fans in bathrooms containing a tub or shower to be controlled by a humidistat and be
energy star rated. If the bathroom fan provides the continuous ventilation as required by the
Energy Code it is exempt. CGBC 4.506
7. Garage, laundry room, and utility room lighting shall be high efficacy, or have a manual-on
motion sensor.
8. Switched lighting is required at exits and stairs.
9. High efficacy luminaries shall be switched separately from low efficacy luminaries and
exhaust fans.
10. All added or replacement lighting shall be high efficacy (except kitchens, bathrooms,
laundry rooms, closets garages or utility rooms), or controlled by a dimmer switch, or a
manual on vacancy sensor.
Shower Trim Recessed
WP
TYPE
DESCRIPTION
LAMPING
WATTAGE
EFFICACY
NOTES
F1
4 inch, non-adjustable recessed LED
lamping in IC-rated housing.
Dimmable LED 2700k
9.5W
High-Efficacy
CREE EcoSmart 'ECO4' in Halo
'H995ICAT' or similar.
F6
Surface-mount ceiling fixture.
Dimmable LED 3000k
Varies
Not High-Efficacy
F8
Bathroom sconce.
Dimmable LED 3000k
Varies
High-Efficacy
F10
Exterior pendant.
LED 3000k
Varies
High-Efficacy
Adjustable Recessed
Undercabinet Strip Light
Ceiling-mounted Fixture
Wall-mounted Sconce
Exterior Light
Pendant Light
Duplex Receptacle
$
Switch
$
Occupancy Sensor
$
Dimmer Switch
$
Three-way Switch
O
D
3
GFCI Duplex Receptacle
GFCI
Weatherproof Gfci Duplex Receptacle
WP
GFCI
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
GFCI Duplex Receptacle Mounted At 42" A.f.f.
42"
DSP
MW
Dedicated Circuit & Receptacle - Disposal
Dedicated Circuit & Receptacle - Microwave
Dedicated Circuit & Receptacle - Dishwasher
DW
Special Purpose Outlet - Cooktop/dual Fuel Oven
CT
Special Purpose Outlet - Refrigerator
REF
Electrical Code Notes - Bathroom
1. All 125-volt receptacles in any dwelling unit shall be tamper-resistant.
2. Receptacles in bathrooms must be supplied by at least one 20-amp circuit that shall have
no other outlet.
Contractor to install fixtures and lamping matching these specifications, and complete CF-6R-LTG-01 Installation Certificate. All lighting to be UL listed; all high-efficacy fixtures to be Energy Star certified.
May 31, 2017
Special Purpose Outlet - Washer
W
Garage
C.H. 8'-0"
Special Purpose Outlet @ 220v - Dryer
D
G
Garage Door Opener Motor
Garage Door Opener Activator
Exhaust Fan - Panasonic FV-11VQ5 WhisperCeiling
110 CFM equal or better fan w/ humidity sensor
F6
C.H. 8'-0"
Smoke & Carbon Monoxide Alarms Must Be Ansi/UL 2034 Or Ansi/UL 2075 Approved
Pwdr
F6
COAX/TEL/DATA
Coax/ Tel/ Data Hookup
F8
F6
D
Telephone Hookup
Sh.
HB
D
$ $
$
$
F1
Shlvs
To (E) stair
pendant
Hall
C.H.
8'-5"
PLANS APPROVED by
$ 3D
F1
S
D
S
D
F6
$D $
VIF
(N) Hall
Kitchen
Clos.
F1
C.H. 8'-0"
F1
C.H. 8'-5"
Bedroom 3
F1
C.H. 8'-0"
3D
April 28, 2016
$
DATE
Closet
C.H. 8'-0"
*AUP Findings and Conditions Attached
F10
To (E) Entry
pendant
Clos.
D
$ $
F1
$ 3D $ 3D
C.H. 7'-2"
Use existing
receptacles
where possible
S
D
DATE
Outdoor lighting controlled by motion sensor
& photo-control devices
Pantry
3D
$D $
Hose Bib
Hall
GFCI 42"
VIF
Entry
C.H. 7'-3"
(E) Bedroom 2
To (E) stair
pendant
C.H. 8'-0"
F1
S
D
VIF
Living Room
S
D
(N) Hall
C.H. 8'-5"
VIF
C.H. 8'-0"
Dining Room
C.H. 8'-5"
F1
$3D $ 3D
REVISIONS
F1
Relocate (E)
switch for
stair pendant
Bathroom
C.H. 8'-0"
Master Bedroom
Use lighting
from phase 1
Master Clo.
C.H. 8'-0"
2'-1"
C
L
C.H. 8'-0"
Reflected Ceiling
Plans
F1
C
L
VIF
4'-4 3/4"
S
D
2'-1"
Sh.
DATE
Master Bath
14161
F1
$
SCALE
D
N
Proposed Second Floor Reflected Ceiling Plan
1/4" = 1'-0"
November 20, 2015
PROJECT
C.H. 8'-0"
Use existing
receptacles
where possible
2
DESCRIPTION
TEL/
DATA
S
C.H.
8'-5"
Clos.
C.H. 8'-0"
NO.
3. All receptacles serving kitchen countertops shall be GFCI protected and must be installed
such that no point along the wall line is more than 24 inches from a receptacle (4' between
receptacles).
Clos.
C.H. 8'-0"
Bedroom 4
3D
S
D
$
Exhaust Fan/Light Combo - 50 CFM min. fan and light shall have
separate control switches. GFCI if needed per mfgr's req.'s.
$
Electrical Code Notes - Kitchen
1. Kitchen countertop surfaces must be provided with at least (2) 20-amp small appliance
circuits.
2. Kitchen islands and peninsulas shall be provided with at least one GFI protected
receptacle, which shall be permitted to be installed up to 12” below the countertop where
the countertop extends no more than 6” beyond its support base.
SIGNATURE
Berkeley, CA 94708
LIGHTING SCHEDULE
744 Grizzly Peak Blvd.
Electrical Symbols
1
Proposed First Floor Reflected Ceiling Plan
1/4" = 1'-0"
1/4" = 1'-0"
A1.4
1st Flr. Clg.
Demo (E) Roof over garage
& garage door
7'-0"
8'-0"
Demo (E) Window
0'-11"
F.F. Garage
F.F. First Floor
0'-0"
Berkeley, CA 94708
12
744 Grizzly Peak Blvd.
(E) Siding, typ.
5
F.F. Second Floor
9'-5" +/-
8'-11"
Garage Clg.
8'-5" 1st Flr. Clg.
Demo (E) Roof over porch
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
(E) Stucco, typ.
0'-11"
F.F. Garage
Demo (E) Front porch
F.F. First Floor
0'-0"
2'-0"
8'-11" Garage Clg.
Demo (E) Window
Demo (E) Roof over garage
8'-0"
F.F. Second Floor
9'-5" +/8'-5"
23'-10 1/2" Average Building Height
Demo (E) Window
Demo (E) Roof over porch
May 31, 2017
Ground Flr. Clg.
Existing Front Elevation
7'-9"
1
12'-7"
Demo (E) Window
8'-0" 2nd Flr. Clg.
8'-0"
From top plate of garage to H.P.O Roof
1/4" = 1'-0"
Line of average grade
of whole house
F.F. Ground Floor
-8'-9" +/-
PLANS APPROVED by
Existing Right Elevation
2
1/4" = 1'-0"
April 28, 2016
SIGNATURE
DATE
*AUP Findings and Conditions Attached
+/-32'-3"
H.P.O Roof (from backyard)
12
+/-32'-3"
H.P.O Roof (from backyard)
Max. Building Height
(E) Asphalt shingle roofing, typ.
12
5
5
8'-0" 2nd Flr. Clg.
8'-0" 2nd Flr. Clg.
DATE
Demo (E) Window
Demo (E) Roof over garage
6'-8"
(E) Siding, typ.
12
2'-5"
5
Demo (E) Window
F.F. Second Floor
9'-5" +/-
F.F. Second Floor
9'-5" +/-
8'-5" 1st Flr. Clg.
8'-11"
Garage Clg.
8'-5" 1st Flr. Clg.
(E) Elec. meter
Ground Flr. Clg.
(E) Gas meter
DESCRIPTION
NO.
Ground Flr. Clg.
F.F. First Floor
0'-0"
REVISIONS
F.F. First Floor
0'-0"
0'-11"
F.F. Garage
11"
2'-0"
7'-0"
8'-0"
(E) Stucco, typ.
7'-9"
Existing Elevations
7'-9"
12'-7"
8'-0" 2nd Flr. Clg.
(E) Asphalt shingle roofing, typ.
11"
12
5
+/-32'-3"
H.P.O Roof (from backyard)
Max. Building Height
From top plate of garage to H.P.O Roof
+/-20'-7"
H.P.O Roof
(from grade @ front of garage)
19.5"
DATE
3
Existing Rear Elevation
1/4" = 1'-0"
F.F. Ground Floor
-8'-9" +/-
November 20, 2015
PROJECT
F.F. Ground Floor
-8'-9" +/-
SCALE
4
Existing Left Elevation
1/4" = 1'-0"
14161
1/4" = 1'-0"
A2.1
Line of +28'-0" from average
grade of addition
7'-0"
to H.P.O. Roof (14'-0" Max.)
(N)
TEMPERED
(N) 6"x2" Stucco trim, typ.
2'-8"
1'-2"
2'-0"
9'-11" +/F.F. Addition over garage
(N)
TEMPERED
6'-8"
6'-8"
8'-0"
(N)
EGRESS
(E) Siding, typ.
(N) Trellis
F.F. Second Floor
9'-5" +/-
8'-11" Garage Clg.
8'-5" 1st Flr. Clg.
(N) 6"x2" Stucco
trim, typ.
0'-11"
F.F. Garage
F.F. First Floor
0'-0"
2'-0"
F.F. First Floor
0'-0"
(N) Wood trim, paint, typ.
May 31, 2017
Ground Flr. Clg.
Line of average grade
of lot area of addition
7'-9"
Proposed Front Elevation
1
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
(E) Stucco, typ.
(N) Stucco to
match, typ.
3'-0"
7'-6"
11"
0'-11"
F.F. Garage
(N) Wood trim, paint, typ.
2'-8"
(N)
(N)
TEMPERED TEMPERED
7'-0"
8'-0"
(N)
(N)
TEMPERED TEMPERED
8'-0" 2nd Flr. Clg.
6'-8"
1st Flr. Clg.
(E) Asphalt shingle
roofing, typ.
Second Floor Clg.
Addition abv.
garage
Berkeley, CA 94708
12
5
11"
8'-11" Garage Clg.
+/-33'-4"
H.P.O Roof (from backyard)
Max. Building Height
8'-0"
F.F. Second Floor
9'-5" +/8'-5"
24'-6" Average Building Height
9'-11" +/F.F. Addition over garage
(N)
EGRESS
1'-2"
2'-0"
(N) Trellis
8'-0"
(N)
TEMPERED
6'-8"
(N)
EGRESS
2'-0"
(N)
EGRESS
4'-8"
6'-8"
8'-0"
2nd Flr. Clg.
13'-9 3/4" From top plate of garage
Second Floor Clg.
Addition abv. garage
744 Grizzly Peak Blvd.
(N) Asphalt shingle
roofing to match, typ.
5
1/4" = 1'-0"
Line of average grade
of whole house
PLANS APPROVED by
F.F. Ground Floor
-8'-9" +/-
April 28, 2016
SIGNATURE
2
Proposed Right Elevation
1/4" = 1'-0"
DATE
*AUP Findings and Conditions Attached
NOTE: All (N) windows must comply with the Wildland-Urban
Interface Fire Zone Two Requirements:
All (N) windows to be Milgard or Marvin Intergrity with a
minimum of one tempered pane (Section 2406)
(E) Residence (N) Addition
Line of +28'-0" from average
grade of addition
(N) Solar powered attic fan
rated for 1,000 s.f. min.
8" Eave
(N) Asphalt shingle roofing,
match to (E), typ.
(N) Solar powered attic fan
rated for 400 s.f. min.
(N) Trellis
9'-11" +/F.F. Addition over garage
F.F. Second Floor
9'-5" +/-
8'-5" 1st Flr. Clg.
8'-11" Garage Clg.
8'-5" 1st Flr. Clg.
F.F. First Floor
0'-0"
F.F. First Floor
0'-0"
(E) Elec. meter
7'-9"
Ground Flr. Clg.
7'-9"
Ground Flr. Clg.
DATE
0'-11"
F.F. Garage
11"
2'-0"
7'-0"
8'-0"
(E) Stucco, typ.
Line of average grade
of whole house
(E) Gas meter
Proposed Elevations
DATE
November 20, 2015
PROJECT
19.5"
SCALE
F.F. Ground Floor
-8'-9" +/-
F.F. Ground Floor
-8'-9" +/-
DESCRIPTION
6'-8"
(N)
(N)
EGRESS EGRESS
NO.
F.F. Second Floor
9'-5" +/-
(N)
EGRESS
REVISIONS
2'-5"
2'-6"
6'-8"
(N)
EGRESS
2'-2"
(E) Siding, typ.
8'-0"
8'-0" 2nd Flr. Clg.
2'-6"
8'-0" 2nd Flr. Clg.
Second Floor Clg.
Addition abv. garage
24'-6" Average Building Height
5
to H.P.O. Roof (14'-0" Max.)
5
12
5
13'-9 3/4" From top plate of garage
12
12
6'-8"
to H.P.O. Roof (14'-0" Max.)
13'-9 3/4" From top plate of garage
(N) Siding to match, typ.
+/-21'-10"
H.P.O Roof
(from grade @
front of garage)
12
(N) Addition (E) Residence
14161
1/4" = 1'-0"
A2.2
3
Proposed Rear Elevation
1/4" = 1'-0"
4
Proposed Left Elevation
1/4" = 1'-0"
PLANS APPROVED by
12
5
12
5
(N) R-30 batt insul., typ. & (N) 1/2"
gwb, ptd., typ. @ all (N) addition roof
Second Floor Clg.
April 28, 2016
1'-4"
DATE
1'-4"
8'-0"
*AUP Findings and Conditions Attached
3
Hall
Master Closet
A3.1
Hall
Closet
Bedroom 3
Bedroom 4
(N) R-13 batt insul. & (N) 5/8" gwb, ptd.
@ all (N) unfinished exterior walls, typ.
9'-11" +/F.F. Addition over garage
F.F. Second Floor
9'-5" +/-
8'-11" Garage Clg.
8'-5" 1st Flr. Clg.
(N) R-30 batt insul. & (N) 1/2" gwb, ptd.
@ all (N) addition floor, typ.
8'-5"
Living Room
Entry
Hall
Garage
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
0'-11"
F.F. Garage
F.F. First Floor
0'-0"
F.F. First Floor
0'-0"
7'-9 1/8"
Ground Flr. Clg.
2
Family Room
May 31, 2017
A3.1
F.F. Ground Floor
-8'-9" +/-
Proposed Section
1/4" = 1'-0"
3/4" Nosing
Openings at guard shall be
sized to prevent passage of
4" Ø sphere
Radius of curvature
at nosing shall be no
greater than 3/8"
Optional bevel at
nosing 1/2" max.
Openings at stair guard shall
be sized to prevent passage
of 4 3/8" Ø sphere, U.O.N.
1/2"
Continuous handrail return rail to wall @
top & bottom of stair
(N) Siding
E1 - Elevation
Wall @ Foundation Detail
1"=1'-0"
3
Guardrail Detail
Scale: 1" = 1'-0"
Solid riser
10" min.
DESCRIPTION
T.O. Tread
NO.
Guardrail post
thru-bolted to rim joist
- S.S.D.
Triangular openings
at open side of stair
shall be sized to
prevent passage of
6" Ø sphere
REVISIONS
7 3/4" Max.
Foundation
- S.S.D.
4
Tread
E1
4"
2"
8" min.
b.o. sill
plate
CDX Ply.,
S.S.D.
P.T. sill & anchor
bolt
-S.S.D.
26 guage galvanized weep
screed
Max.
42"
(2) Layers 15# Grade 'D'
building felt
1 1/2"
1 1/4" min. O.D.
2" max. O.D.
GWB, ptd.
min. t.o. pavement
min. t.o. grade
1 1/2"
7 3/4"
2x studs
@ 16" O.C.
DATE
1
34" min. - 38" max.
T.O. Tread @ nosing to T.O. Handrail
SIGNATURE
Addition abv. garage
2nd Flr. Clg.
Berkeley, CA 94708
(N) Truss see SSD, typ.
(N) 5/8" gwb, ptd. @ all
(N) unfinished walls, typ.
744 Grizzly Peak Blvd.
See SSD, typ.
Section & Details
Section
2
Stair Guard & Handrail Detail
Scale: 1" = 1'-0"
DATE
November 20, 2015
PROJECT
SCALE
14161
1/4" = 1'-0"
A3.1
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Calculation Description: Title 24 Analysis
Input File Name: drafting cafe 744 grizzly peak.xml
Page 1 of 8
GENERAL INFORMATION
1
2
3
11
12
16
17
18
20
Cover Page
Table of Contents
Form CF-1R-PRF-01-E Certificate of Compliance
Form RMS-1 Residential Measures Summary
Form MF-1R Mandatory Measures Summary
HVAC System Heating and Cooling Loads Summary
Room Load Summary
Room Heating Peak Loads
Room Cooling Peak Loads
PROJECT:
Residential Addition & Remodel
744 Grizzly Peak Blvd
Berkeley, CA
Project Designer:
Drafting Cafe
170 Santa Clara Avenue, #102
Oakland, CA
510 251-2511
01
Project Name Residential Addition & Remodel
02
Calculation Description Title 24 Analysis
03
Project Location 744 Grizzly Peak Blvd
04
City Berkeley
Standards Version Compliance 2015
06
Zip Code
07
08
Climate Zone CZ3
09
10
Building Type Single Family
11
Project Scope Addition and/or Alteration
13
Number of Dwelling Units 1
15
Number of Zones 2
12
Total Cond. Floor Area (ft2) 2772
14
16
Report Prepared by:
05
(ft2)
Compliance Manager Version BEMCmpMgr 2013-4 (744)
Software Version EnergyPro 6.6
Front Orientation (deg/Cardinal) 60
628
17
Number of Stories 3
18
Addition Cond. Floor Area 581
19
Natural Gas Available Yes
20
Addition Slab Area (ft2) 0
21
Slab Area
Glazing Percentage (%) 18.0%
COMPLIANCE RESULTS
Robert Mao, PE, CEA
The Energy Consulting Company
6367 Swainland Road
Oakland, CA 94611
510 387-2756
01
Building Complies with Computer Performance
02
This building DOES NOT require HERS Verification
03
This building incorporates one or more Special Features shown below
Berkeley, CA 94708
CF1R-PRF-01
Project Name: Residential Addition & Remodel
744 Grizzly Peak Blvd.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
TABLE OF CONTENTS
BUILDING ENERGY ANALYSIS REPORT
ENERGY USE SUMMARY
04
05
06
07
08
Energy Use (kTDV/ft2-yr)
Standard Design
Proposed Design
Compliance Margin
Percent Improvement
Space Heating
42.71
41.01
1.70
4.0%
Job Number:
Space Cooling
4.48
5.02
-0.54
-12.1%
151124
IAQ Ventilation
0.00
0.00
0.00
0.0%
Water Heating
11.54
11.54
0.00
0.0%
Date:
Photovoltaic Offset
----
0.00
0.00
----
11/23/2015
Compliance Energy Total
58.73
57.57
1.16
2.0%
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC – www.energysoft.com.
EnergyPro 6.7 by EnergySoft
User Number: 3385
ID: 151124
EnergyPro 6.7 by EnergySoft
Job Number: ID: 151124
User Number: 3385
May 31, 2017
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
CF1R-PRF-01
Project Name: Residential Addition & Remodel
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Calculation Description: Title 24 Analysis
Input File Name: drafting cafe 744 grizzly peak.xml
Page 2 of 8
REQUIRED SPECIAL FEATURES
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
CF1R-PRF-01
Project Name: Residential Addition & Remodel
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Calculation Description: Title 24 Analysis
Input File Name: drafting cafe 744 grizzly peak.xml
Page 3 of 8
01
02
03
04
05
06
07
• Floor has high level of insulation
Reference Energy Use
Energy Design Rating
Margin
Percent Improvement
102.86
101.70
1.16
1.1%
05
06
07
Project Name
Conditioned Floor Area (ft2)
Number of Dwelling
Units
Number of Bedrooms
Number of Zones
Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Residential Addition & Remodel
2772
1
4
2
0
1
01
10
02
03
04
05
06
07
Avg. Ceiling
Height
Water Heating System 1
Water Heating System 2
Zone Name
Zone Type
HVAC System Name
Zone Floor Area
(ft2)
Addition
Conditioned
Gas FAU1
581
9
DHW Sys 1
Existing
Conditioned
Gas FAU1
2191
9
DHW Sys 1
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Calculation Description: Title 24 Analysis
Input File Name: drafting cafe 744 grizzly peak.xml
Page 5 of 8
10
11
U-factor
SHGC
Exterior Shading
Status
R-13 Wall
60
Front
270
47
90
New
N/A
Window
Front (Front-60)
----
----
1
47.0
0.32
0.65
Insect Screen (default)
New
N/A
Left
Addition
R-13 Wall
150
Left
180
21
90
New
N/A
Window 2
Left (Left-150)
----
----
1
21.0
0.32
0.65
Insect Screen (default)
New
N/A
Right
Addition
R-13 Wall
330
Right
270
81
90
New
N/A
Window 3
Right (Right-330)
----
----
1
81.0
0.32
0.65
Insect Screen (default)
New
N/A
Roof
Addition
R-30 Roof Attic
461
New
N/A
Window 4
Front 2 (Front-60)
----
----
1
26.0
0.32
0.65
Insect Screen (default)
New
N/A
Raised Floor
Addition
R-30 Floor No Crawlspace
461
New
N/A
Window 5
Left 2 (Left-150)
----
----
1
21.0
0.32
0.65
Insect Screen (default)
New
N/A
Left 2 (Left-150)
----
----
1
48.0
0.99
0.74
Insect Screen (default)
Existing
No
Front 2
Existing
R-0 Wall1
60
Left 2
Existing
R-0 Wall1
Rear
Existing
R-0 Wall1
Right 2
Existing
R-0 Wall1
Roof 2
Existing
R-19 Roof Attic
Raised Floor 2
Existing
R-0 Floor Crawlspace
Window & Door
Area (ft2)
Tilt
(deg)
Status
Verified
Existing
Condition
Name
Surface (Orientation-Azimuth)
Width(ft)
Height (ft)
Multiplie
r
Area (ft2)
26
90
Existing
No
Window 6
720
69
90
Existing
No
Window 7
Rear (Back-240)
----
----
1
230.0
0.99
0.74
Insect Screen (default)
Existing
No
810
254
90
Existing
No
Window 8
Rear (Back-240)
----
----
1
24.0
0.32
0.65
Insect Screen (default)
New
N/A
90
Existing
No
1182
Existing
No
554
Existing
No
Front
540
150
Left
240
Back
330
Right
630
ATTIC
02
03
04
05
Name
Construction
Type
Roof Rise
Attic Addition
Attic RoofAddition
Ventilated
4
Attic RoofExisting
Ventilated
06
07
Roof Reflectance Roof Emittance
0.1
4
09
No
No
New
No
No
Existi
ng
No
0.85
No
PLANS APPROVED by
10
Cool Roof
0.85
0.1
08
Radiant
Barrier
Statu Verified Existing
s
Condition
April 28, 2016
DATE
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
CF1R-PRF-01
Project Name: Residential Addition & Remodel
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Page 6 of 8
Calculation Description: Title 24 Analysis
Input File Name: drafting cafe 744 grizzly peak.xml
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
CF1R-PRF-01
Project Name: Residential Addition & Remodel
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Calculation Description: Title 24 Analysis
Input File Name: drafting cafe 744 grizzly peak.xml
Page 7 of 8
04
05
06
07
Construction Name
Surface Type
Construction Type
Framing
Total Cavity
R-value
Winter Design
U-value
Assembly Layers
Attic Roofs
R-13 Wall
Exterior Walls
R-30 Roof Attic
Ceilings (below
attic)
Exterior Floors
Attic Roofs
Exterior Walls
Floors Over
Crawlspace
Ceilings (below
attic)
Wood Framed Ceiling
2x4 Top Chord of Roof Truss @ 24
in. O.C.
Wood Framed Wall
2x4 @ 16 in. O.C.
Wood Framed Ceiling
2x4 @ 16 in. O.C.
Wood Framed Floor
Wood Framed Ceiling
2x10 @ 16 in. O.C.
2x4 Top Chord of Roof Truss @ 24
in. O.C.
Wood Framed Wall
2x4 @ 16 in. O.C.
Wood Framed Floor
2x12 @ 16 in. O.C.
Wood Framed Ceiling
2x4 @ 16 in. O.C.
none
R 13
R 30
R 30
none
none
none
R 19
02
03
04
Quality Insulation Installation (QII)
Quality Installation of Spray Foam Insulation
Building Envelope Air Leakage
CFM50
Not Required
0.644
• Cavity / Frame: no insul. / 2x4 Top Chrd
• Roof Deck: Wood Siding/sheathing/decking
• Roofing: Light Roof (Asphalt Shingle)
0.095
• Inside Finish: Gypsum Board
• Cavity / Frame: R-13 / 2x4
• Exterior Finish: Wood
Siding/sheathing/decking
0.032
• Inside Finish: Gypsum Board
• Cavity / Frame: R-9.1 / 2x4
• Over Floor Joists: R-20.9 insul.
Not Required
0.034
0.644
• Cavity / Frame: no insul. / 2x4 Top Chrd
• Roof Deck: Wood Siding/sheathing/decking
• Roofing: Light Roof (Asphalt Shingle)
0.302
• Inside Finish: Gypsum Board
• Cavity / Frame: no insul. / 2x4
• Exterior Finish: Wood
Siding/sheathing/decking
0.216
• Floor Surface: Carpeted
• Floor Deck: Wood Siding/sheathing/decking
• Cavity / Frame: no insul. / 2x12
0.049
• Inside Finish: Gypsum Board
• Cavity / Frame: R-9.1 / 2x4
• Over Floor Joists: R-9.9 insul.
02
03
04
Name
Zone
Area (ft2)
Perimeter
(ft)
Slab-on-Grade
Existing
628
110
05
06
Edge Insul. R-value
Carpeted
Fraction
None
0.8
07
03
04
07
1
Annual
04
05
06
07
08
Energy Factor or
Efficiency
Input Rating
Tank Exterior
Insulation R-value
Standby Loss
(Fraction)
0.584 EF
40000-Btu/hr
0
0.04
Natural Gas
Small Storage
50
N/A
N/A
No
No
N/A
HVAC - DISTRIBUTION SYSTEMS
03
DHW Heater 1
NoCooling - No cooling equipment
08
WATER HEATERS
Tank Type
Cooling Component 1
Air Distribution
System 1
DHW Heater 1
Heater Element Type
HERS Verification
Name
Standard
Name
Multi-speed
Compressor
No
DHW
Tank Volume
(gal)
Zonally Controlled
Existing
DHW Sys 1
07
SEER
01
Number of
Heaters
06
EER
Verified Existing
Condition
Water Heater
05
System Type
Status
Distribution Type
04
Name
06
System Type
02
03
Efficiency
05
Name
01
02
---
Solar
Fraction
(%)
WATER HEATING - HERS VERIFICATION
01
02
03
04
05
06
07
Name
Pipe Insulation
Parallel Piping
Compact Distribution
Point-of Use
Recirculation with
Manual Control
Recirculation with
Sensor Control
DHW Sys 1
n/a
n/a
n/a
n/a
n/a
n/a
02
03
04
05
06
Type
Duct Leakage
Insulation
R-value
Supply Duct
Location
Return Duct
Location
07
Ducts located in a crawl
space
Existing (not
specified)
4.2
Crawl Space
Crawl Space
08
09
10
Bypass Duct
Status
Verified Existing
Condition
HERS
Verification
None
Existing
No
N/A
HVAC DISTRIBUTION - HERS VERIFICATION
01
02
03
Duct Leakage
Duct Leakage
04
05
06
Name
Verification
Target (%)
Verified Duct Location
Return
Supply
Air Distribution System 1-hers-dist
N/A
---
---
---
---
Verified Duct Design
Performance
Certificate
Title 24
DATE
IAQ (Indoor Air Quality) FANS
01
02
03
04
05
Name
IAQ CFM
IAQ Fan Type
IAQ Recovery Effectiveness(%)
HERS Verification
SFam IAQVentRpt
0
Default
0
Not Required
November 20, 2015
PROJECT
SPACE CONDITIONING SYSTEMS
01
02
SLAB FLOORS
02
Not Required
01
WATER HEATING SYSTEMS
01
• Floor Surface: Carpeted
• Floor Deck: Wood Siding/sheathing/decking
• Cavity / Frame: R-30 / 2x10
HVAC - COOLING SYSTEMS
01
03
04
Heating System
Cooling System
05
08
09
Name
System Type
Name
Ducted
Name
Ducted
Gas FAU1
Heating
Component 1
Cooling
Component 1
No
Status
Other Heating and
Cooling System
Yes
Heated
Verified
Existing
Condition
No
Existing
No
06
07
08
Distribution
System
Fan
System
Floor Area
Served
Status
Verified Existing
Condition
Air Distribution
System 1
HVAC Fan
1
2772
Existing
No
01
02
03
Name
Type
Efficiency
Heating Component 1
CntrlFurnace - Fuel-fired central furnace
80 AFUE
14161
09
SCALE
HVAC - HEATING SYSTEMS
DESCRIPTION
03
NO.
02
01
09
BUILDING ENVELOPE - HERS VERIFICATION
01
R-19 Roof Attic
08
REVISIONS
OPAQUE SURFACE CONSTRUCTIONS
R-0 Floor Crawlspace
07
*AUP Findings and Conditions Attached
CF1R-PRF-01
Project Name: Residential Addition & Remodel
R-0 Wall1
06
DATE
02
Attic RoofExisting
05
SIGNATURE
01
R-30 Floor No Crawlspace
04
Addition
Gross Area
(ft2)
ZONE INFORMATION
Attic RoofAddition
03
Front
Attic Existing
04
09
Orientation
BUILDING - FEATURES INFORMATION
03
08
Azimuth
* includes calculated Appliances and Miscellaneous Energy Use (AMEU)
02
Page 4 of 8
Construction
01
01
Input File Name: drafting cafe 744 grizzly peak.xml
Zone
ENERGY DESIGN RATING
Total Energy (kTDV/f2-yr)*
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Calculation Description: Title 24 Analysis
Name
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is
provided in the building components tables below.
This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual
TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an
on-site renewable energy system.
Project Name: Residential Addition & Remodel
Verified
Existing
Condition
HERS FEATURE SUMMARY
Building-level Verifications:
• -- None -Cooling System Verifications:
• -- None -HVAC Distribution System Verifications:
• -- None -Domestic Hot Water System Verifications:
• -- None --
CF1R-PRF-01
WINDOWS
OPAQUE SURFACES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
1/4" = 1'-0"
A7.1
RMS-1
✔
Residential Addition & Remodel
Project Address
Addition
# of Units
CA Climate Zone 03
2,772
581
1
Calculation Description: Title 24 Analysis
Input File Name: drafting cafe 744 grizzly peak.xml
Page 8 of 8
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
Documentation Author Signature:
Robert Mao, PE, CEA
Company:
Signature Date:
The Energy Consulting Company
Address:
11/23/2015
CEA/HERS Certification Identification (If applicable):
6367 Swainland Road
City/State/Zip:
Phone:
Oakland, CA 94611
510 387-2756
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.
I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.
I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of
Regulations.
3.
The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,
worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:
Area
(ft2)
§110.6(a)1:
§110.6(a)5:
Special Features
Status
§110.7:
§110.8(a):
Wall
Wood Framed
R 13
571
New
Demising
Wood Framed
- no insulation -
120
New
Roof
Wood Framed Attic
R 30
461
New
Floor
Wood Framed w/o Crawl Space
R 30
461
New
Wall
Wood Framed
- no insulation -
2,351
Existing
Floor
Wood Framed w/Crawl Space
- no insulation -
554
Existing
Roof
Wood Framed Attic
R 19
1,182
Existing
§150.0(b):
Slab
Unheated Slab-on-Grade
- no insulation -
Existing
§150.0(c):
FENESTRATION
Orientation Area(ft2)
Perim = 110'
18.0 % New/Altered Average U-Factor:
498 Glazing Percentage:
Total Area:
U-Fac
628
SHGC Overhang Sidefins Exterior Shades
§110.8(i):
§110.8(j):
0.32
Status
Front (NE)
73.0
0.320
0.65
none
none
Bug Screen
New
Left (SE)
42.0
0.320
0.65
none
none
Bug Screen
New
Right (NW)
81.0
0.320
0.65
none
none
Bug Screen
New
Left (SE)
48.0
0.990
0.74
none
none
Bug Screen
Existing
Rear (SW)
230.0
0.990
0.74
none
none
Bug Screen
Existing
Rear (SW)
24.0
0.320
0.65
none
none
Bug Screen
New
§150.0(a):
§150.0(d):
§150.0(g)1:
§150.0(g)2:
§150.0(g)3:
§150.0(l):
§150.0(q):
§150.0(e)1A:
Drafting Cafe
Date Signed:
Drafting Cafe
Address:
License:
170 Santa Clara Avenue, #102
City/State/Zip:
§150.0(e)1B:
12/1/2015
§150.0(e)1C:
§150.0(e)2:
C-34235
Phone:
Oakland, CA
510 251-2511
PLANS APPROVED by
Min. Eff
Cooling
Min. Eff
Central Furnace
80% AFUE
No Cooling
13.0 SEER
1
Thermostat
Setback
Status
Existing
§110.0-§110.3:
HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission.
§110.3(c)5:
Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation
valve, and recirculation loop connection requirements of §110.3(c)5.
HVAC DISTRIBUTION
Location
Heating
Cooling
Duct Location
Gas FAU
Ducted
Crawlspace
Ducted
Duct
R-Value
4.2
Status
Existing
§150.0(h)1:
§150.0(h)3A:
§150.0(i):
SIGNATURE
DATE
*AUP Findings and Conditions Attached
WATER HEATING
Qty. Type
§150.0(j)1A:
Gallons
Min. Eff
Distribution
Status
§150.0(j)1B:
§150.0(j)2A:
EnergyPro 6.7 by EnergySoft
2013 Low-Rise Residential Mandatory Measures Summary
§150.0(j)2C:
§150.0(j)3:
§150.0(j)3A:
§150.0(j)3B:
§150.0(n)1:
§150.0(n)2:
§150.0(n)3:
Pipe for cooling system lines shall be insulated as specified in §150.0(j)2A. Piping insulation for steam and hydronic heating
systems or hot water systems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A.
Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind.
Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For
example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or
painted with coating that is water retardant and provides shielding from solar radiation that degrades the material.
Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I
or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor
retarder.
Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3
feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the
space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed
water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000
Btu/hr.
Recirculating loops serving multiple dwelling units shall meet the requirements of §110.3(c)5.
Solar water-heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC)
or by a testing agency approved by the Executive Director.
§150.0(m)1:
§150.0(m)2:
§150.0(m)3-6:
§150.0(m)7:
§150.0(m)8:
§150.0(m)9:
§150.0(m)10:
§150.0(m)11:
§150.0(m)12:
§150.0(m)13:
§150.0(m)15:
§150.0(o):
§150.0(o)1A:
Pool and Spa Heating Systems and Equipment Measures:
§110.4(a):
Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency
Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat
setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating.
RunCode: 2015-11-23T08:26:41
ID: 151124
Page 11 of 21
§110.5:
Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction
and return lines, or built-up connections for future solar heating.
Outdoor pools or spas that have a heat pump or gas heater shall have a cover.
Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
Natural gas pool and spa heaters shall not have a continuous burning pilot light.
§150.0(p):
Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements.
§110.4(b)2:
§110.4(b)3:
Lighting Measures:
§110.9:
§150.0(k)2A:
All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9.
Installed luminaires shall be classified as high-efficacy or low-efficacy for compliance with §150.0(k) in accordance with TABLE
150.0-A or TABLE 150.0-B, as applicable.
When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply
with the applicable provisions of §150.0(k).
The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with
§130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has
been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180
watts of low efficacy lighting per electrical box.
Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz.
Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no
more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to
be controlled by vacancy sensors.
Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable
requirements of §150.0(k).
High efficacy luminaires must be switched separately from low efficacy luminaires.
§150.0(k)2B:
Exhaust fans shall be switched separately from lighting systems.
§150.0(k)2C:
Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF.
§150.0(k)2D:
Controls and equipment are installed in accordance with manufacturer’s instructions.
§150.0(k)2E:
No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with §150.0(k).
§150.0(k)2F:
Lighting controls comply with applicable requirements of §110.9.
An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer
according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements of §130.5; and all other
requirements in §150.0(k)2.
An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it
functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirements
of §130.5; and all other requirements in §150.0(k)2.
A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the
functionality of a dimmer according to §110.9, and complies with all other applicable requirements in §150.0(k)2.
A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy.
Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only
the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are
considered kitchen lighting if they are not separately switched from kitchen lighting.
Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated
cabinet.
A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom
shall be high efficacy or controlled by vacancy sensors.
Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and
controlled by vacancy sensors.
Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high
efficacy, or shall be controlled by either dimmers or vacancy sensors.
Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other
nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0
CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing
and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and
allow ballast maintenance and replacement without requiring cutting holes in the ceiling.
For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts
shall be certified to the Energy Commission to comply with the applicable requirements in §110.9.
For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the
same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements:
i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and
ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a
motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically
reactivates the motion sensor within 6 hours; and
iii. Controlled by one of the following methods:
§150.0(k)1A:
§150.0(k)1B:
§150.0(k)1C:
Ducts and Fans Measures:
All air-distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0,
§603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition.
Supply-air and return-air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC
§605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing
(RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed
with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or
aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ¼ inch, the
combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums
defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying
conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms
shall not be compressed to cause reductions in the cross-sectional area of the ducts.
Factory-Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints
and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is
used in combination with mastic and draw bands.
Field-Fabricated Duct Systems shall comply with requirements for: pressure-sensitive tapes, mastics, sealants, and other
requirements specified for duct construction; duct insulation R-value ratings; duct insulation thickness; and duct labeling.
All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic
dampers.
Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers
except combustion inlet and outlet air openings and elevator shaft vents.
Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not
limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum,
sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is
water retardant and provides shielding from solar radiation.
Flexible ducts cannot have porous inner cores.
When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be
sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference
Residential Appendix RA3.
Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal
conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of
§150.0(m)12.
Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the
placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The
space conditioning system must also demonstrate airflow ≥ 350 CFM per ton of nominal cooling capacity through the return
grilles, and an air-handling unit fan efficacy ≤ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.
Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode,
an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of ≥ 350 CFM per ton of nominal cooling
capacity, and operating at an air-handling unit fan efficacy of ≤ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.
All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of
central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the
Whole Building Ventilation.
Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with
Reference Residential Appendix RA3.
User Number: 3385
2013 Low-Rise Residential Mandatory Measures Summary
§110.4(b)1:
§150.0(k)1D:
§150.0(k)1E:
§150.0(k)1F:
§150.0(k)2G:
§150.0(k)2H:
§150.0(k)2I:
§150.0(k)3A:
§150.0(k)3B:
§150.0(k)4:
§150.0(k)5:
§150.0(k)6:
§150.0(k)7:
§150.0(k)8:
§150.0(k)9A:
Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox.
Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is
equipped with a readily accessible, operable, and tight-fitting damper or a combustion-air control device.
Masonry or factory-built fireplaces have a flue damper with a readily accessible control.
Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside
of the building, are prohibited.
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
Space Conditioning, Water Heating and Plumbing System Measures:
HVAC SYSTEMS
Qty. Heating
§110.5:
April 28, 2016
Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R.
The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of §110.8(i) when the
installation of a cool roof is specified on the CF1R.
A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R.
Minimum R-30 insulation in wood-frame ceiling; or the weighted average U-factor shall not exceed 0.031. Minimum R-19 in a
rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The
attic access shall be gasketed to prevent air leakage.
Loose fill insulation shall conform with manufacturer’s installed design labeled R-value.
Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum Ufactor).
Minimum R-19 insulation in raised wood-frame floor or 0.037 maximum U-factor.
In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior
walls, vented attics and unvented attics with air-permeable insulation.
In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II
vapor retarder.
In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of
the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section
150.0(d).
Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%;
have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration;
and when installed as part of a heated slab floor meets the requirements of §110.8(g).
Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum Ufactor of 0.58; or the weighted average U-factor of all fenestration shall not exceed 0.58.
Fireplaces, Decorative Gas Appliances and Gas Log Measures:
Responsible Designer Signature:
Company:
Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage.
Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain
Coefficient (SHGC), and infiltration that meets the requirements of §10-111(a).
Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed.
§150.0(j)2B:
May 31, 2017
Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool
and spa heaters.
Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified
in §150.0(h)2.
Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any
dryer vent.
Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c).
Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped
with insulation having an installed thermal resistance of R-12 or greater.
Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, have R-12 external
insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank.
For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage
tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system
regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and
all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3A.
All domestic hot water pipes that are buried below grade must be installed in a water proof and non-crushable casing or sleeve
that allows for installation, removal, and replacement of the enclosed pipe and insulation.
2013 Low-Rise Residential Mandatory Measures Summary
§150.0(k)9B:
§150.0(k)9C:
§150.0(k)9D:
§150.0(k)10:
§150.0(k)11:
§150.0(k)12A:
§150.0(k)12B:
a. Photocontrol not having an override or bypass switch that disables the photocontrol; or
b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is
programmed to automatically turn the outdoor lighting OFF during daylight hours; or
c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of
an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the
requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and,
is programmed to automatically turn the outdoor lighting OFF during daylight hours.
For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor
lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the
following requirements:
i. Shall comply with §150.0(k)9A; or
ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0.
For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §150.0(k)9B or 150.0(k)9D
shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0.
Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply
with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0.
Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts of power as determined
according to §130.0(c).
Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for
nonresidential garages in §110.9, §130.0, §130.1, §130.4, §140.6, and §141.0.
In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of
the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or
controlled by an occupant sensor.
In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20
percent of the floor area, permanently installed lighting in that building shall:
i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and
ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each
space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of
ingress and egress.
DATE
Calculation Date/Time: 11:37, Fri, Nov 20, 2015
Cavity
Building Envelope Measures:
Solar Ready Buildings:
§110.10(a)1:
§110.10(a)2:
§110.10(b)1:
§110.10(b)2:
§110.10(b)3A:
§110.10(b)3B:
§110.10(b)4:
§110.10(c):
§110.10(d):
§110.10(e)1:
§110.10(e)2:
Single family residences located in subdivisions with ten or more single family residences and where the application for a
tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014,
shall comply with the requirements of §110.10(b) through §110.10(e).
Low-rise multi-family buildings shall comply with the requirements of §110.10(b) through §110.10(d).
The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke
ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a
local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than
80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for
buildings with roof areas greater than 10,000 square feet.
For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less
than 250 square feet. For low-rise multi-family buildings the solar zone shall be located on the roof or overhang of the building or
on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the
building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.
All sections of the solar zone located on steep-sloped roofs shall be oriented between 110 degrees and 270 degrees of true north.
No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be
located in the solar zone.
Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice
the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the
horizontal projection of the nearest point of the solar zone, measured in the vertical plane.
For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly
indicated on the construction documents.
The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit
from the solar zone to the point of interconnection with the electrical service (for single family residences the point of
interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water-heating
system.
A copy of the construction documents or a comparable document indicating the information from §110.10(b) through §110.10(c)
shall be provided to the occupant.
The main electrical service panel shall have a minimum busbar rating of 200 amps.
The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a
future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or
main circuit location, and permanently marked as “For Future Solar Electric”.
DESCRIPTION
Project Name: Residential Addition & Remodel
11/23/2015
Total Cond. Floor Area
NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the
compliance approach used. Exceptions may apply. Review the respective code section for more information.
NO.
CF1R-PRF-01
Date
REVISIONS
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD
✔
Addition Alone
Existing+ Addition/Alteration
California Energy Climate Zone
744 Grizzly Peak Blvd Berkeley
INSULATION
Construction Type
Single Family
Multi Family
Berkeley, CA 94708
Building Type
Project Name
744 Grizzly Peak Blvd.
RESIDENTIAL MEASURES SUMMARY
2013 Low-Rise Residential Mandatory Measures Summary
Mandatory Measures
Title 24
DATE
November 20, 2015
PROJECT
SCALE
14161
1/4" = 1'-0"
A7.2
Date
11/23/2015
Residential Addition & Remodel
System Name
COIL COOLING PEAK
Heating System
CFM
Sensible
CFM
ROOM COOLING PEAK
Sensible
893
Zone Name
Output per System
95,000
Total Room Loads
Total Output (Btuh)
95,000
Return Vented Lighting
0
Return Air Ducts
1,449
2,847
Return Fan
0
0
0
Supply Fan
0
0
Supply Air Ducts
1,449
2,847
TOTAL SYSTEM LOAD
50,271
Total Output (Btuh)
0
Total Output (Tons)
0.0
Total Output (Btuh/sqft)
0.0
Total Output (sqft/Ton)
0.0
0
Ventilation
0
0
57,687
0
833
CFM
Sensible
Latent
CFM
Sensible
Latent
CFM
Indoor Dry Bulb Temperature
Sensible
Addition
Addition
1
417
9,803
113
417
9,803
113
103
6,494
Existing
Existing
1
1,852
37,569
720
1,852
37,569
720
789
51,193
Conduction
Area
571.0
X
0.1020
Double Custom New
149.0
X
*R-0 Wall
120.0
R-30 Roof Attic
R-30 Floor No Crawlspace
CFM per System
Airflow (cfm)
1,000 Gas FAU
Airflow (cfm/sqft)
0.36
Airflow (cfm/Ton)
0.0
0
X
=
2,155
0.3200
X
37
=
1,764
X
0.3560
X
2
=
85
461.0
X
0.0320
X
37
=
546
461.0
X
0.0340
X
37
=
580
63,381
0
0.0 % Total Adjusted System Output
Outside Air (%)
0.00
Outside Air (cfm/sqft)
PLANS APPROVED by
0
95,000
131 ºF
Jan 1 AM
Aug 3 PM
TIME OF SYSTEM PEAK
HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak)
66 ºF
95,000
(Adjusted for Peak Design conditions)
Note: values above given at ARI conditions
33 ºF
0
131 ºF
Outside Air
Supply Fan
Heating Coil
0 cfm
129 ºF
1,000 cfm
April 28, 2016
SIGNATURE
*AUP Findings and Conditions Attached
68 ºF
66 ºF
DATE
COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
77 / 62 ºF
83 / 64 ºF
55 / 54 ºF
55 / 54 ºF
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
0 cfm
Supply Fan
Cooling Coil
Schedule
Fraction
76 / 62 ºF
RunCode: 2015-11-23T08:26:41
ID: 151124
Page 16 of 21
Project Name
Residential Addition & Remodel
11/23/2015
Existing Time of Peak
2,191.0 ft² Outdoor Dry Bulb Temperature
68 ºF
Indoor Dry Bulb Temperature
Conduction
47,372
833
893
57,687
TOTAL *
2,270
47,372
833
893
57,687
RunCode: 2015-11-23T08:26:41
ID: 151124
Page 17 of 21
Area
5,130
Jan 1 AM
Residential Addition & Remodel
33 ºF
11/23/2015
Indoor Dry Bulb Temperature
ₒ
∆T F
U-Value
Opaque Surfaces
Btu/hr
Orientation
Area
U-Factor
37 =
/ 60 ] X
1,364
∆T
6,494
TOTAL HOURLY HEAT LOSS FOR ROOM
EnergyPro 6.7 by EnergySoft
RunCode: 2015-11-23T08:26:41
User Number: 3385
ID: 151124
Page 18 of 21
CLTD
Residential Addition & Remodel
11/23/2015
1
83 ºF
Room Name
64 ºF
16 ºF
Floor Area
Btu/hr
83 ºF
Existing Outdoor Dry Bulb Temperature
2,191.0 ft² Outdoor Wet Bulb Temperature
75 ºF Outdoor Daily Range:
Indoor Dry Bulb Temperature
Opaque Surfaces
Orientation
Area
U-Factor
29,293
71.0
X
0.3200
X
35
=
795
R-13 Wall
(SE)
159.0
X
0.1020
X
9.3
=
151
R-0 Wall
(SE)
651.0
X
0.3560
X
9.3
=
2,163
Existing
278.0
X
0.9900
X
35
=
9,633
R-13 Wall
(NW)
189.0
X
0.1020
X
9.3
=
179
R-0 Wall
(SW)
556.0
X
0.3560
X
11.7
=
2,309
R-0 Floor Crawlspace
554.0
X
0.0970
X
35
=
1,881
*R-0 Wall
120.0
X
0.3560
X
-3.0
=
-128
R-0 Wall
(NW)
630.0
X
0.3560
X
9.3
=
2,088
R-19 Roof Attic
1,182.0
X
0.0490
X
35
=
2,027
R-30 Roof Attic
461.0
X
0.0320
X
37.0
=
546
554.0
X
0.0970
X
4.0
=
215
Slab-On-Grade
perim = 110.0
X
0.7300
X
35
=
2,811
R-30 Floor No Crawlspace
461.0
X
0.0340
X
4.0
=
63
1,182.0
X
0.0490
X
37.0
=
2,143
Area
User Number: 3385
(N)
=
1,891
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
X
X
=
1,046
Page Total
Items shown with an asterisk (*) denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Items shown with an asterisk (*) denote conduction through an interior surface to another room.
1. Cooling Load Temperature Difference (CLTD)
Shaded
Fenestration
Orientation
Area
10,809
Page Total
Unshaded
GLF
Area
Shaded
GLF
Btu/hr
Fenestration
Orientation
Area
Unshaded
GLF
Area
GLF
Btu/hr
Window
(NE)
0.0 X
25.7 +
47.0 X
52.5 =
2,469
Window
(NE)
0.0 X
25.7 +
26.0 X
52.5 =
1,366
Window
(SE)
0.0 X
25.7 +
21.0 X
47.4 =
995
Window
(SE)
0.0 X
25.7 +
21.0 X
47.4 =
995
Window
(NW)
0.0 X
25.7 +
81.0 X
46.6 =
3,777
Window
(SE)
0.0 X
29.3 +
48.0 X
54.0 =
2,590
(SW)
0.0 X
29.3 +
230.0 X
63.0 =
14,481
(SW)
0.0 X
25.7 +
24.0 X
55.3 =
1,327
X
X
=
X
+
X
=
Window
X
X
=
X
+
X
=
Window
X
X
=
X
+
X
=
X
+
X
=
X
X
=
X
+
X
=
X
+
X
=
X
X
=
X
+
X
=
X
+
X
=
X
X
=
X
+
X
=
X
+
X
=
Page Total
7,241
Page Total
20,760
X
X
=
X
X
=
Internal Gain
X
X
=
Occupants
1.7
Occupants
X
245 Btuh/occ.
=
427
Occupants
6.6
Occupants
X
245 Btuh/occ.
=
1,610
X
X
=
Equipment
581
Floor Area
X
0.50 w/sqft
=
991
Equipment
2,191
Floor Area
X
0.50 w/sqft
=
3,739
X
X
=
X
X
=
X
X
=
X
X
=
X
9.00 X
Ceiling Height
Infiltration:
ACH
46,440
4,753
∆T
Internal Gain
Btu/hr
Mandatory Measures
Title 24
ELA
CFM
5 =
X
97
Page 19 of 21
Infiltration:
1.066 X
Air Sensible
∆T
9,803
0.85 X
90.37
ELA
CFM
8 =
X
652
∆T
November 20, 2015
PROJECT
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
Btu/hr
1.7
Occupants
4,781
Occupants
0.76
X
X
CFM
155 Btuh/occ.
X
23.96
ELA
X
-0.00181 =
∆W
-157
User Number: 3385
RunCode: 2015-11-23T08:26:41
Latent Gain
Btu/hr
6.6
Occupants
Infiltration:
4,781
Air Sensible
270
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM
EnergyPro 6.7 by EnergySoft
=
270
ID: 151124
Page 20 of 21
Occupants
0.85
X
X
CFM
155 Btuh/occ.
X
90.37
ELA
X
-0.00082 =
∆W
User Number: 3385
RunCode: 2015-11-23T08:26:41
=
1,019
ID: 151124
1/4" = 1'-0"
1,019
-299
TOTAL HOURLY LATENT HEAT GAIN FOR ROOM
EnergyPro 6.7 by EnergySoft
14161
37,569
SCALE
Infiltration:
51,193
ID: 151124
23.96
Latent Gain
Air Sensible
RunCode: 2015-11-23T08:26:41
0.76 X
TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM
35 =
/ 60 ] X
1.066 X
Air Sensible
Page Total
0.388
Btu/hr
DATE
=
TOTAL HOURLY HEAT LOSS FOR ROOM
EnergyPro 6.7 by EnergySoft
R-19 Roof Attic
X
10.3
X
Items shown with an asterisk (*) denote conduction through an interior surface to another room
Air Sensible
R-0 Floor Crawlspace
X
0.3560
X
X
Schedule
Fraction
514.0
Btu/hr
=
2,191 X
(NE)
1
35
1.066 X
R-0 Wall
CLTD
X
1.00 X
=
235
64 ºF
16 ºF
0.3560
Infiltration:[
X
10.3
DESIGN CONDITIONS
X
(N)
X
0.1020
Date
2,351.0
Double Custom New
223.0
0.397
ACH
R-13 Wall
R-0 Wall
(NE)
9.00 X
Ceiling Height
ROOM INFORMATION
Addition Outdoor Dry Bulb Temperature
581.0 ft² Outdoor Wet Bulb Temperature
78 ºF Outdoor Daily Range:
Floor Area
581 X
Area
Project Name
DESIGN CONDITIONS
Room Name
1.066 X
Air Sensible
RESIDENTIAL ROOM COOLING LOAD SUMMARY
Date
ROOM INFORMATION
DESIGN CONDITIONS
Floor Area
2,270
Project Name
Date
Room Name
* Total includes ventilation load for zonal systems.
EnergyPro 6.7 by EnergySoft
User Number: 3385
PAGE TOTAL
RESIDENTIAL ROOM COOLING LOAD SUMMARY
ROOM HEATING PEAK LOADS
ROOM INFORMATION
1.00 X
Infiltration:[
77 / 62 ºF
User Number: 3385
May 31, 2017
56 / 54 ºF
1,000 cfm
45.5 %
EnergyPro 6.7 by EnergySoft
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
Page Total
Items shown with an asterisk (*) denote conduction through an interior surface to another room
Outside Air
Btu/hr
37
Air System
1,000 HVAC EQUIPMENT SELECTION
ₒ
∆T F
U-Value
R-13 Wall
33 ºF
DATE
Output per System
0
833
Mult.
COIL HTG. PEAK
DESCRIPTION
Cooling System
47,372
Room Name
COIL COOLING PEAK
Jan 1 AM
NO.
Output (Btuh/sqft)
Room Name
REVISIONS
34.3
2,270
DESIGN CONDITIONS
Addition Time of Peak
581.0 ft² Outdoor Dry Bulb Temperature
70 ºF
Floor Area
COIL HTG. PEAK
Latent
11/23/2015
ROOM INFORMATION
2,772
ROOM LOAD SUMMARY
1
Date
Residential Addition & Remodel
Floor Area
Gas FAU
SYSTEM LOAD
Number of Systems
Project Name
11/23/2015
System Name
2,772
ENGINEERING CHECKS
Date
Residential Addition & Remodel
Floor Area
Gas FAU
ROOM HEATING PEAK LOADS
Project Name
Berkeley, CA 94708
ROOM LOAD SUMMARY
Project Name
744 Grizzly Peak Blvd.
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Page 21 of 21
A7.3
New
Not In Contract
Not To Scale
OBS
OC
OD
OPN'G
Obscure
On Center
Outside Diameter
Opening
PLAM
PL
PLT
PLYWD
PT
Plastic Laminated
Property Line
Steel Plate
Plywood
Point
QTY
R
RAD
RET
R/A
RD
RD
REF
REG
REINF
REQ'D
RO
RWD
RWL
Quantity
Riser
Radius
Retaining
Return Air
Round
Roof Drain
Refrigerator
Register
Rinforced
Required
Rough Opening
Redwood
Rain Water Leader
SAG
SV
SH
SHT
SIM
SM
SQ
SSD
SS
STD
STL
STRUC
Supply Air Grill
Sheet Vinyl
Single Hung
Sheet
Similar
Sheet Metal
Square
See Structural Drawings
Stainless Steel
Standard
Steel
Structural
T
TC
TEMP
TJI
TO
TOC
TYP
TW
TS
Tread
Top Of Curb
Tempered Glass
Truss Joist
Top Of
Top Of Concrete
Typical
Top Of Wall
Tube Steel
Building
Block
Blocking
Bottom Of
Bottom of Wall
CPT
CAB
CH
CJ
CL
ClOS
CLG
CLR
CO
COL
CONC
CONT
CSMT
CT
CS
Carpet
Cabinet
Ceiling Height
Construction Joint
Center Line
Closet
Ceiling
Clear
Clean Out
Column
Concrete
Continuous
Casement
Ceramic Tile
Counter Sink
DEMO
DET
DH
DF
DIAG
DIM
DWGS
DN
DS
Demolition
Detail
Double Hung
Douglas Fir
Diagonal
Dimension
Drawings
Down
Downspout
(E)
EJ
EL
EQ
EXT
Existing
Expansion Joint
Elevation
Equal
Exterior
FD
FF
FIN
FJ
FOC
FOS
FOW
FTG
Floor Drain
Finish Floor
Finish
Floor Joist
Face Of Concrete
Face Of Stud
Face Of Wall
Footing
GA
GALV
GWB
GL
GLU LAM
GSM
Gauge
Galvanized
Gypsum Wall Board
Glass
Glue Laminated
Galv. Sheet Metal
HB
HGT
HM
HOR
HP
Hose Bibb
Height
Hollow Metal
Horizontal
High Point
UON
Unless Otherwise Noted
VERT
VIF
VTO
Vertical
Verify In Field
Vent To Outside
ID
INSUL
INT
Inside Diameter
Insulation
Interior
JBOX
JT
Junction Box
Joint
W/
W/C
WD
W/H
WP
WPT
With
Water Closet
Wood
Water Heater
Waterproof
Work Point
YD
Yard
2. Current applicable codes: 2013 California Building Code; 2013 California Residential
Code; 2013 California Mechanical Code; 2013 California Electrical Code; 2013 California
Plumbing Code; 2013 California Green Building Code; 2013 California Energy Code.
3. Contractor
Contractor shall
and
verify
all all
plan
dimensions
and conditions
beforebefore
proceeding with
shallcheck
check
and
verify
plan
dimensions
and conditions
construction with
and shall
report anyand
discrepancies
toany
the Architect
for correction
before for
proceeding
construction
shall report
disrepancies
to the Architect
beginning any
work.beginning any work.
correction
before
4. Do not scale drawings. All written dimensions govern.
5. The Architect is not responsible for any deviations from the plans and specification
information.
6. The Architect shall not have control or charge of and shall not be responsible for
construction means, methods, techniques, sequences, or procedures, for safety
precautions and programs in connection with the work, or the acts or omissions of the
Contractor, subcontractors, or any other persons performing any work, or for failure of any
of them to carry out the work in accordance with the construction documents.
7. The following set of drawings is an instrument of professional service and shall remain the
property of Drafting Cafe, whether the project is executed or not. No changes, alterations,
or deletions may be made hereto except by the Architect.
Symbol Legend
Building Section Reference
(drawing #/ sheet #)
Grid Line
Wall Section Reference
(drawing #/ sheet #)
Detail Reference
(drawing #/ sheet #)
0"
Vantage Point
Datum or Elevation Point
1
Door Symbol
A
Window Symbol
Elevation Reference
(drawing #/ sheet #)
Room Name
100
Room Number
#
Key Note
PLANS APPROVED by
April 28, 2016
SIGNATURE
DATE
*AUP Findings and Conditions Attached
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page,
as they apply to your project, all year long.
Painting & Paint Removal
Materials & Waste Management
Non-Hazardous Materials
‰ Berm and cover stockpiles of sand, dirt or other construction material
with tarps when rain is forecast or if not actively being used within
14 days.
‰ Use (but don’t overuse) reclaimed water for dust control.
Hazardous Materials
‰ Label all hazardous materials and hazardous wastes (such as
pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in
accordance with city, county, state and federal regulations.
‰ Store hazardous materials and wastes in water tight containers, store
in appropriate secondary containment, and cover them at the end of
every work day or during wet weather or when rain is forecast.
‰ Follow manufacturer’s application instructions for hazardous
materials and be careful not to use more than necessary. Do not
apply chemicals outdoors when rain is forecast within 24 hours.
‰ Arrange for appropriate disposal of all hazardous wastes.
Waste Management
‰ Cover waste disposal containers securely with tarps at the end of
every work day and during wet weather.
‰ Check waste disposal containers frequently for leaks and to make
sure they are not overf lled. Never hose down a dumpster on the
construction site.
‰ Clean or replace portable toilets, and inspect them frequently for
leaks and spills.
‰ Dispose of all wastes and debris properly. Recycle materials and
wastes that can be recycled (such as asphalt, concrete, aggregate base
materials, wood, gyp board, pipe, etc.)
‰ Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning f uids as hazardous waste.
Construction Entrances and Perimeter
‰ Establish and maintain effective perimeter controls and stabilize all
construction entrances and exits to suff ciently control erosion and
sediment discharges from site and tracking off site.
‰ Sweep or vacuum any street tracking immediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
Equipment Management &
Spill Control
Maintenance and Parking
‰ Designate an area, f tted with appropriate BMPs, for
vehicle and equipment parking and storage.
‰ Perform major maintenance, repair jobs, and vehicle
and equipment washing off site.
‰ If refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains
and over a drip pan big enough to collect f uids.
Recycle or dispose of f uids as hazardous waste.
‰ If vehicle or equipment cleaning must be done onsite,
clean with water only in a bermed area that will not
allow rinse water to run into gutters, streets, storm
drains, or surface waters.
‰ Do not clean vehicle or equipment onsite using soaps,
solvents, degreasers, steam cleaning equipment, etc.
Spill Prevention and Control
‰ Keep spill cleanup materials (rags, absorbents, etc.)
available at the construction site at all times.
‰ Inspect vehicles and equipment frequently for and
repair leaks promptly. Use drip pans to catch leaks
until repairs are made.
‰ Clean up spills or leaks immediately and dispose of
cleanup materials properly.
‰ Do not hose down surfaces where f uids have spilled.
Use dry cleanup methods (absorbent materials, cat
litter, and/or rags).
‰ Sweep up spilled dry materials immediately. Do not
try to wash them away with water, or bury them.
‰ Clean up spills on dirt areas by digging up and
properly disposing of contaminated soil.
‰ Report signif cant spills immediately. You are required
by law to report all signif cant releases of hazardous
materials, including oil. To report a spill: 1) Dial 911
or your local emergency response number, 2) Call the
Governor’s Off ce of Emergency Services Warning
Center, (800) 852-7550 (24 hours).
Earthwork &
Contaminated
Soils
Erosion Control
‰ Schedule grading and excavation work for
dry weather only.
‰ Stabilize all denuded areas, install and
maintain temporary erosion controls (such
as erosion control fabric or bonded f ber
matrix) until vegetation is established.
‰ Seed or plant vegetation for erosion
control on slopes or where construction is
not immediately planned.
Sediment Control
‰ Protect storm drain inlets, gutters, ditches,
and drainage courses with appropriate
BMPs, such as gravel bags, f ber rolls,
berms, etc.
‰ Prevent sediment from migrating offsite
by installing and maintaining sediment
controls, such as f ber rolls, silt fences, or
sediment basins.
‰ Keep excavated soil on the site where it
will not collect into the street.
‰ Transfer excavated materials to dump
trucks on the site, not in the street.
‰ Contaminated Soils
‰ If any of the following conditions are
observed, test for contamination and
contact the Regional Water Quality
Control Board:
„ Unusual soil conditions, discoloration,
or odor.
„ Abandoned underground tanks.
„ Abandoned wells
„ Buried barrels, debris, or trash.
Paving/Asphalt Work
‰ Avoid paving and seal coating in wet
weather, or when rain is forecast before
fresh pavement will have time to cure.
‰ Cover storm drain inlets and manholes
when applying seal coat, tack coat, slurry
seal, fog seal, etc.
‰ Collect and recycle or appropriately
dispose of excess abrasive gravel or sand.
Do NOT sweep or wash it into gutters.
‰ Do not use water to wash down fresh
asphalt concrete pavement.
Sawcutting & Asphalt/Concrete Removal
‰ Completely cover or barricade storm
drain inlets when saw cutting. Use f lter
fabric, catch basin inlet f lters, or gravel
bags to keep slurry out of the storm drain
system.
‰ Shovel, abosorb, or vacuum saw-cut
slurry and dispose of all waste as soon
as you are f nished in one location or at
the end of each work day (whichever is
sooner!).
‰ If sawcut slurry enters a catch basin, clean
it up immediately.
Concrete, Grout & Mortar
Application
‰ Store concrete, grout and mortar under
cover, on pallets and away from drainage
areas. These materials must never reach a
storm drain.
‰ Wash out concrete equipment/trucks
offsite or in a contained area, so there
is no discharge into the underlying soil
or onto surrounding areas. Let concrete
harden and dispose of as garbage.
‰ Collect the wash water from washing
exposed aggregate concrete and remove it
for appropriate disposal offsite.
Dewatering
Painting cleanup
‰ Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or surface waters.
‰ For water-based paints, paint out brushes
to the extent possible. Rinse to the
sanitary sewer once you have gained
permission from the local wastewater
treatment authority. Never pour paint
down a drain.
‰ For oil-based paints, paint out brushes to
the extent possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
residue and unusable thinner/solvents as
hazardous waste.
Paint removal
‰ Chemical paint stripping residue and
chips and dust from marine paints or
paints containing lead or tributyltin must
be disposed of as hazardous waste.
‰ Paint chips and dust from non-hazardous
dry stripping and sand blasting may be
swept up or collected in plastic drop
cloths and disposed of as trash.
Landscape Materials
‰ Effectively manage all run-on, all
runoff within the site, and all runoff that
discharges from the site. Divert run-on
water from offsite away from all disturbed
areas or otherwise ensure compliance.
‰ When dewatering, notify and obtain
approval from the local municipality
before discharging water to a street gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be required.
‰ In areas of known contamination, testing
is required prior to reuse or discharge of
groundwater. Consult with the Engineer to
determine whether testing is required and
how to interpret results. Contaminated
groundwater must be treated or hauled
off-site for proper disposal.
‰ Contain stockpiled landscaping materials
by storing them under tarps when they are
not actively being used.
‰ Stack erodible landscape material on
pallets. Cover or store these materials
when they are not actively being used or
applied.
‰ Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or during wet weather.
3. Minimum 3'x3' landing for out swinging egress doors with a
minimum 1 1/2" from threshold to floor elevation. For non-egress,
in-swinging doors, a maximum 7 3/4" is permitted from the
threshold to the floor elevation.
4. Environmental air duct exhaust shall terminate a min. of 3'-0" from
property line, and at least 3'-0" from openings into the building.
5. All wall and ceiling finishes must conform to a flame spread index
not greater than 200 and a smoke-developed index not greater
than 450.
6. Windows used as emergency escape egress must conform to the
following standards: min. net clear opening of 5.7 sq. ft. (5 sq. ft.
for grade-floor opening); min. net clear opening height of 24"; min.
net clear opening width of 20"; max. sill height not greater than 44"
above finish floor; window must open directly to street, public
alley, yard or exit court.
7. Provide 22" x 30" minimum access from existing attic space to
new attic spaces at additions.
8. Minimum roof deck slope to be no less than 1/4" per foot, i.e. 1
unit vertical in 48 units horizontal (2% slope).
9. The new water heater must be installed so that the burners or
ignition device is located at least 18" above the garage floor and
shall be properly strapped to the building structure for seismic
stability at the upper and lower thirds.
10. A dryer duct is required and shall terminate outside the building
and be equipped with a back-draft damper. Must be 4" rigid and
not more than 14' overall length with no more than two 90 degree
bends, unless indicated otherwise by the manufacturer.
11. Air exhaust and intake openings that terminate outdoors shall be
protected with corrosion-resistant screens, louvers, or grilles
having a min. opening size of 1/4" and a max. opening size of
1/2", in any dimension. Openings shall be protected against local
weather conditions. openings shall meet the provisions for exterior
wall opening protection in accordance w/ CRC.
12. Water closets shall have an effective flush volume not exceeding
1.28 gallons. Tank-type water closets shall be certified to the
performance criteria of the US EPA WaterSense Specification for
Tank-Type Toilets.
13. All showerheads shall not exceed 2.0 gpm by a single valve; if a
single valve controls more than one showerhead, the combined
flow rate of all the showerheads controlled by the valve shall not
exceed 2.0 gpm.
14. All lavatory faucets shall have a maximum volume of 1.5 gallons
per minute at 60 psi. Minimum flow rate shall not be less than 0.8
gallons per minute at 20 psi.
15. Kitchen faucet shall have a maximum of 1.8 gpm; faucet may
temporarily discharge 2.2 gpm using push button and revert back
to 1.8 gpm after shut-off.
16. Temporary NFRC labels on new windows and exterior doors shall
not be removed until after final inspection.
17. All exterior wall/floor/roof framing spaces opened up during the
course of remodel shall be insulated with a minimum of R-13 in
walls, R-19 in floors, and R-30 in the roof.
18. All new exterior wall/floor/roof framing shall be insulated with a
minimum of R-13 in walls (R-19 in Climate Zone 12), R-19 in
floors, and R-30 in the roof (R-38 in Climate Zone 12), unless
specified otherwise in a performance method demonstrates
compliance.
19. All new windows shall comply with the current Energy Code
Mandatory minimum standards unless performance method
demonstrates compliance.
20. Installed gas fireplace shall be a direct-vent sealed-combustion
type.
21. When a dryer is located in a closet provide a minimum of 100 Sq.
22.inches
All new
above 72" from exterior grade and
of operable
make-up windows
air.
less than 24" to interior finish floor, measured from sill, must
have a Wood Opening Control Device (WOCD) installed to
adhere to fall protection requirements, per CRC R312.2.
3. A listed non-removable backflow preventer or
atmospheric vacuum breaker, installed at least 6"
above the highest point of usage, shall protect
hose bibs.
4. Hand showers shall be equipped with an approved
backflow prevention device or assembly.
5. Bathroom exhaust fans shall be Energy Star
compliant, and must be controlled by a humidistat
which shall be readily accessible. Humidity contols
shall be capable of adjustment between a relative
humidity of 50% to 80%.
6. Min. area of shower is 1,024 sq. in. with a 30" min.
circle. These dimensions are to be maintained to a
point of not less than 70" abv. drain outlet w/ no
protrusions except fixture valve, showerhead, soap
dishes, shelves, grab bars or rails. (CPC Sec. 408.6)
7. Showers and tub-shower combinations shall be provided
w/ combination pressure balance/thermostatic mixing
valve type that provide scald and thermal shock
protection for the rated flow rate of the installed
showerhead. (CPC Sec. 408.3)
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
8. Control valves and shower heads shall be located on the
sidewall of shower or arranged so that the shower-head
does not discharge directly at the entrance to
compartment. (CPC Sec. 408.9)
9. Max. flow rate for showerheads is 2.0 gpm. For multiple
showerheads serving one shower, the combined flow
rate of all showerheads and/or other shower outlets
controlled by a single valve shall not exceed 2.0 gallons
per minute @ 80 psi, or the shower shall be designed to
allow only one shower outlet to be in operation at a time.
A handheld shower is considered a showerhead.
May 31, 2017
Plumbing Code Notes - Kitchen
1. No domestic dishwashing machine shall be
directly connected to a drainage system or food
waste disposer without the use of an approved
dishwasher air gap fitting on the discharge side of
the dishwashing machine.
2. All new dishwashers must have a hammer
arrester.
RECO Compliance Notes
1. All domestic storage water heaters insulated with
external insulation blanket rated at minimum
thermal resistance R-6.
2. All new, replaced, or relocated fixtures shall have
the following flow rates 1.28 GPF for W.C.; 1.5
GPM for faucets; 2.0 GPM for showers. CPC
section 402.
3. Approved dampers, doors or other devices to
block air-flow and reduce heat loss through
chimneys.
4. Approved weather-stripping installed on all exterior
doors.
5. Ceiling insulation of minimum thermal resistance
value R-30 installed.
6. Exposed hot and cold water pipes connected to
and within 24 inches of water heater insulated to a
minimum thermal resistance of R-3.
7. Furnace heating ducts sealed at plenum and all
joints in heating duct system with duct tape or
mastic and insulated to a minimum of R-3.
8. Hot water pipes in pumped, recirculating domestic
water heating systems insulated to minimum
thermal resistance of R-3.
DATE
(N)
NIC
NTS
BLDG
BLK
BLKG
BO
BW
Plumbing Code Notes - Bathroom
1. Provide showers and tub-shower combinations
with combination valves - must be temperature
balancing or thermostatic mixing. Installer shall
adjust such valves per manufacturer's instructions
to deliver a maximum mixed water setting of 120°F
[CPC 418.0]
2. The maximum hot water temperature discharging
from a bathtub or whirlpool bathtub fill shall be
limited to 120°F.
9. Incandescent light bulbs, located in multi-unit
structure common areas, replaced with lamps of at
least 25 lumens per watt.
19.36.040 GAS SHUT-OFF VALVES
Building Code Notes - Bathroom
1. Glazing in shower and bathtub enclosures shall be tempered.
2. Glazing within 60 inches measured horizontally from the water's
edge of a bathtub, hot tub, spa, whirlpool, or swimming pool
shall be tempered.
3. Shower compartments and walls above bathtubs with installed
shower heads shall be finished with a smooth, nonabsorbent
surface to a height not less than 70 inches above the drain inlet/
72" inches above the floor shower; compartments shall have a
minimum floor area of no less than 1,024 sq. in.
4. Cement, fiber-cement or glass mat gypsum backer shall be
used as a base for wall tile in tub and shower areas and ceiling
panels in shower areas.
5. The finish floor of the shower receptor shall slope uniformly
from the sides toward the drain not less than 1/4" per foot nor
more than 1/2" per foot.
6. Shower doors shall open so as to provide a minimum 22"
opening for egress.
7. The water closet stool shall be located in a clear space not less
than 15” from the centerline to a wall or cabinet on each side.
The clear space in front of any water closet shall be not less
than 24”.
1210.1 General Requirements for Gas Shut-Off Valves.
Automatic gas shut-off valves installed either in compliance
with this Section or voluntarily pursuant to a plumbing permit
issued on or after the effective date of this Section, shall
comply with the following:
1210.1.1 All valves shall:
1. Comply with all applicable requirements of the Berkeley
Plumbing Code.
2. Be tested and listed by recognized testing agencies such
as the Independent Laboratory of the International Approval
Services (IAS), Underwriter's Laboratory (UL), International
Association of Plumbing and Mechanical Officials (IAPMO)
or any other agency approved by the State of California
Office of the State Architect (OSA).
DESCRIPTION
Mechanical
Minimum
Metal
Building Code Notes - General
1. All noncompliant plumbing fixtures must be replaced to meet
current water-conserving standards (California Civil Code sections
1101.1 through 1101.8).
2. All habitable spaces, hallways, kitchens, storage rooms, & laundry
rooms shall have a ceiling height of no less than 7'-0" (7'-6" in
Oakland); exception: at bathrooms, the minimum height must be
no less than 6'-8". For rooms with sloped ceilings, at least 50% of
the required floor area must have a ceiling height of at least 7'-0"
and no portion of the required floor area may have a ceiling height
of less than 5'-0".
NO.
MECH
MIN
MTL
General Notes
1. All work and materials to conform to the requirements of local and state codes and the
specifications of the National Board of Fire Underwriters. All work shall be done in
accordance with the requirements of the city and/or appropriate authority having jurisdiction
over construction where the project is located.
Berkeley, CA 94708
Laminated
Lavatory
Low Point
REVISIONS
LAM
LAV
LP
744 Grizzly Peak Blvd.
Abbreviations
AD
Area Drain
ADJ
Adjustable
AFF
Above Finish Floor
AGGR
Aggregate
ARCH
Architectural
ASPH
Asphalt
Notes
3. Be listed by the State of California Office of the State
Architect(OSA).
4. Be installed on down stream side of the gas utility meter.
DATE
5. Be installed in accordance with the manufacturer's
instructions.
PROJECT
6. Be installed in accordance with a mechanical permit
issued by the City of Berkeley.
SCALE
7. Provide a method for expedient and safe gas shut-off in
an emergency.
8. Provide a capability for ease of consumer or owner
resetting in a safe manner.
1210.1.2 Motion activated seismic gas shut-off valves shall
be mounted rigidly to the exterior of the building or structure
containing the fuel gas piping, unless otherwise specified in
the manufacturer’s installation instructions.
November 20, 2015
14161
1" = 10'
A0.2
2013 California Green Building Standards Code (CGBSC) Mandatory Measures
This checklist applies to building permit applications received on or after January 1, 2014 for
additions and/or alterations to hotels, motels, lodging houses, dwellings, dormitories,
condominiums, shelters, congregate residences, employee housing, factory-built housing and
other types of dwellings containing sleeping accommodations with or without common toilet or
cooking facilities including accessory buildings, facilities and uses thereto where the addition
or alteration increases the building’s conditioned area, volume, or size. The requirements shall
apply only to and /or within the specific area of the addition or alteration. 2013 CGBSC section
101.3.1(1)
Project
Permit
Name:
Appl. #
Project
Low Rise (LR)
744 Grizzly Peak Blvd.
Address:
Residential:
Brief Project
High Rise (HR)
Description: Residential addition
Residential:
This checklist does not include requirements of other City of Berkeley ordinances or
code requirements. This checklist is only for CAL Green compliance.
Instructions:
1. The Owner or Owner’s agent shall read and understand the requirements of the mandatory
features or measures listed in the checklist. Mark which mandatory measure(s) or feature(s)
are applicable to the proposed addition/alteration residential project.
2. This document shall be incorporated as a sheet(s) into the set of plans.
Description of Mandatory Feature or Measure
Mark as
applicable
DIVISION 4.1 – PLANNING AND DESIGN
If box is not shaded in
the column below,
specify where in the
drawings the feature is
addressed.
4.106 Site Development
4.106.2 Storm water drainage and retention during construction.
Newly constructed projects which disturb less than one acre of soil
shall manage storm water drainage during construction. One or more
of the following measures shall be implemented. (Additional
information may be obtained by visiting the City of Berkeley’s website.)
CALGreen Residential Addition/Alteration Checklist, cont’d
Description of Mandatory Feature or Measure
DIVISION 4.1 – PLANNING AND DESIGN (Cont’d)
Mark as
applicable
If box is not shaded in
the column below,
specify where in the
drawings the feature is
addressed.
4.106.3 Grading and paving. Indicate how site grading or drainage
system will manage all surface water flows to keep water from entering
buildings. Examples of methods to manage surface water include
swales, water collection and disposal systems, French drains, water
retention gardens or other measures which keep surface water away
from buildings and aid in groundwater recharge.
4.106.2(2) Storm Water conveyed to a public drainage system shall
be filtered by barrier system, wattles or other approved method.
DIVISION 4.3 - WATER EFFICIENCY & CONSERVATION (CONT’D)
If box is not shaded in
the column below,
specify where in the
drawings the feature is
Mark as
addressed.
applicable
Description of Mandatory Feature or Measure
DIVISION 4.4 - MATERIAL CONSERVATION AND
RESOURCE EFFICIENCY
4.303.1.4 Faucets
DIVISION 4.2 - ENERGY EFFICIENCY
X
4.406.1 Rodent proofing. Annular spaces around pipes, electric
cables, conduits, or other openings in sole/bottom plates at exterior
walls shall be protected against the passage of rodents by closing
such openings with cement mortar, concrete masonry or similar
method acceptable by the City of Berkeley.
A0.2 General Note #14
4.303.1.4.2 Lavatory faucets in common and public use
areas. The maximum flow rate of lavatory faucets installed in
common and public use areas (outside of dwelling or sleeping
units) shall not exceed 0.5 gallons per minute at 60 psi.
4.201 General
4.201.1 Scope. Building design meets or exceeds the requirements of
the 2013 California Building Energy Efficiency Standards. All energy
forms shall be incorporated into the plan sets. 2013 California
Administrative Code Section 10-103(a)2.A
X
A7.1-A7.3
4.303 Indoor Water Use
4.303.1 Water Conserving Plumbing Fixtures and Fittings.
Plumbing fixtures (water closets and urinals) and fittings (faucets and
showerheads) shall comply with the the following:
4.303.1.1 Water closets. The effective flush volume of all water
closets shall not exceed 1.28 gallons per flush. Tank-type water
closets shall be certified to the performance criteria of the US EPA
WaterSense Specification for Tank-type Toilets.
4.408 Construction Waste Reduction, Disposal and Recycling
X
A0.2 General Note #12
4.303.1.4.3 Metering faucets. Metering faucets shall not deliver
more than 0.25 gallons per cycle.
4.410.1 Operation and maintenance manual: At the time of final
inspection, a manual, compact disc, USB Flashdrive or other media
approved by the building inspector which includes all the requirements
listed in CALGreen section 4.410.1 items 1 through 10 shall be
presented to the building inspector and be
placed in the building prior to final inspection sign off. Note: If providing
electronic media then the applicant must provide hardware to
demonstrate to the building inspector compliance with this section.
4.303.2 Standards for plumbing fixtures and fittings. Plumbing
fixtures and fittings required in Section 4.303.1 shall be installed in
accordance with the California Plumbing Code (CPC), and shall meet
the applicable standards referenced in Table 1401.1 of the CPC.
4.304.1 Irrigation controllers. Automatic irrigation system controllers
for landscaping provided by the builder and installed at the time of final
inspection shall comply with the following:
4.303.1.3 Showerheads
4.303.1.3.1 Single showerhead. Showerheads shall have a
maximum flow rate of not more than 2.0 gallons per minute at 80
psi. Showerheads shall be certified to the performance criteria of
the US EPA WaterSense Specification for Showerheads.
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
4.410 Building Maintenance and Operation
4.304 Outdoor Water Use
4.303.1.2 Urinals. The effective flush volume of urinals shall not
exceed 0.5 gallons per flush.
A complete & signed
City of Berkeley’s Waste
Diversion Form must be
provided prior to permit
issuance.
(BMC Section 19.24)
4.408.1 Construction waste management. All additions/alteration
residential building projects subject to CALGreen shall comply with the
Construction and Demolition (C&D) requirements of Berkeley
Municipal Code (BMC) Section 19.24. Pursuant to BMC Section 19.24:
100 percent of asphalt, concrete, excavated soil and land clearing
debris, and at least 50 percent of the remaining construction and
demolition debris shall be diverted by recycling, salvage, compost, or
other approved method. Note: The owner or contractor has the option
to retain the services of a waste management company to divert construction waste material. (Visit the City of Berkeley’s website for further
information.)
4.303.1.4.4 Kitchen faucets. The maximum flow rate of kitchen
faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen
faucets may temporarily increase the flow above the maximum
rate, but not to exceed 2.2 gallons per minute at 60 psi, and must
default to a maximum flow rate of 1.8 gallons per minute at 60
psi. Note: Where complying faucets are unavailable, aerators or
other means may be used to achieve reduction.
DIVISION 4.3 - WATER EFFICIENCY & CONSERVATION
Mark as
applicable
If box is not shaded in
the column below,
specify where in the
drawings the feature
is addressed.
4.406 Enhanced Durability and Reduced Maintenance
4.303.1.4.1 Residential lavatory faucets. The maximum flow
rate of residential lavatory faucets shall not exceed 1.5 gallons
per minute at 60 psi. The minimum flow rate of residential
lavatory faucets shall not be less than 0.8 gallons per minute at
20 psi.
May 31, 2017
DIVISION 4.5 - ENVIRONMENTAL QUALITY
4.503 Fireplaces
4.304.1.1 Controllers. Controllers shall be weather or soil moisturebased controllers that automatically adjust irrigation in response to
changes in plants’ needs as weather conditions change.
4.503.1 Gas Fireplace. Any newly installed gas fireplace shall be
direct-vent sealed-combustion type. Incorporate the gas fireplace
specification into the set of plans.
4.304.1.2 Rain Sensors. Weather-based controllers without integral
rain sensors or communication systems that account for local
rainfall shall have a separate wired or wireless rain sensor which
connects or communicates with the controllers.
4.303.1.3.2 Multiple showerheads serving one shower. When a
shower is served by more than one showerhead, the combined
flow rate of all showerheads and/or other shower outlets controlled
by a single valve shall not exceed 2.0 gallons per minute at 80 psi,
or the shower shall be designed to allow only one shower outlet to
be in operation at a time. Note: A hand-held shower shall be
considered a showerhead.
4.106.2(1) Retention basins utilized to retain storm water on site
Description of Mandatory Feature or Measure
CALGreen Residential Addition/Alteration Checklist, cont’d
Berkeley, CA 94708
CALGreen MANDATORY MEASURES CHECKLIST FOR
ADDITIONS AND/OR ALTERATIONS TO
RESIDENTIAL STRUCTURES
CALGreen Residential Addition/Alteration Checklist, cont’d
744 Grizzly Peak Blvd.
CITY OF BERKELEY
Planning & Development Department, Building & Safety Division
2120 Milvia Street
Berkeley, CA 94704
510.981.7440
4.503.1 Wood or Pellet Stove or Fireplaces. Any newly installed
woodstove or pellet stove shall comply with US EPA II Emission
limits. Woodstoves, pellet stoves and fireplaces shall additionally
comply with City of Berkeley ordinances. Provide specifications and
details in the set of plans.
4.106.2(3) Storm water management ordinance requirements per
Title 17 of the City of Berkeley’s Municipal Code.
DIVISION 4.5 - ENVIRONMENTAL QUALITY (CONT’D)
CALGreen Residential Addition/Alteration Checklist, cont’d
If box is not shaded in
the column below,
specify where in the
drawings the feature is
Mark as
addressed.
applicable
4.504 Pollutant Control
Mark if
required
If box is not shaded in
the column below,
specify where in the
drawings the feature
is addressed.
4.504.3.1 Carpet cushion. All carpet cushion installed in the
building interior shall meet the requirements of the Carpet and Rug
Institute's Green Label program.
4.504.1 Covering of new or existing duct openings and protection
of mechanical equipment during construction. At the time of rough
installation, 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, sheetmetal or other methods acceptable by the City of
Berkeley to reduce the amount of water, dust & debris, which may
enter the new or existing system.
4.504.2.4 Verification. Verification of compliance with this section
shall be provided at the request of the building inspector.
Documentation may include, but is not limited to the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
4.504.3 Carpet systems. Carpet systems. All carpet installed in the
building interior shall meet the testing and product requirements of one
of the following:
1. Carpet and Rug Institute's Green Label Plus Program.
2010 California Department of Public Health, "Standard
Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.1, February (also
known as Specification 01350.)
2. NSF/ANSI 140 at the Gold level.
3. Scientific Certifications Systems Indoor Advantage™ Gold.
4.507.2. Heating and air-conditioning system design: Heating and
air-conditioning systems shall be sized, designed and have their
equipment selected using the following methods, except when the use
of alternate design temperatures necessary to ensure the systems
function are acceptable:
1. The heat loss and heat gain is established according to ANSI/
ACCA 2 Manual J-2004 (Residential Load Calculation), ASHRAE
handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D2009 (Residential Duct Systems), ASHRAE handbooks or other
equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3
Manual S-2004 (Residential Equipment Selection) or other
equivalent design software or methods.
1. Moisture content shall be determined with either a probe-type or
contact-type moisture meter. Equivalent moisture verification
methods may be approved by the City of Berkeley and shall satisfy
requirements found in CALGreen Section 101.8.
(END)
PLANS APPROVED by
2. Moisture readings shall be taken at a point 2 feet to 4 feet from the
grade stamped end of each piece to be verified.
4.504.5 Composite wood products. Hardwood plywood,
particleboard and medium density fiberboard composite wood products
used on the interior or exterior of the building shall meet the
requirements for form-aldehyde as specified in ARB's Air Toxics
Control Measure for Composite Wood (17 CCR 93120 et seq.), by or
before the dates specified in those sections, as shown in CALGreen
Table 4.504.5.
4.504.5.1 Documentation. Verification of compliance with this
section shall be provided as requested by the City of Berkeley.
Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood
Products regulation (see CCR, Title 17, Section 93120, et
seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2
standards of the Engineered Wood Association, the Australian
ASINZS 2269 or European 636 3S standards.
5. Other methods acceptable to the City of Berkeley.
If box is not shaded
in the column below,
specify where in the
drawings the feature
is addressed.
4.507 Environmental Comfort
4.505.3 Moisture content of building materials. Building materials
with visible signs of water damage shall not be installed. Wall and
floor framing shall not be enclosed when the framing members exceed
19 percent moisture content. Moisture content shall be verified in
compliance with the following:
4. Meet the Califomia Department of Public Health, "Standard
Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental
Chambers," Version 1.1, February 2010 (also known as
Specification 01350).
Mark if
required
DIVISION 4.5 - ENVIRONMENTAL QUALITY (CONT’D)
3. A slab design specified by a licensed design professional.
3. Certification under the Resilient Floor Covering Institute (RFCI)
FloorScore program.
4.504.2.3 Aerosol paints and coatings. Aerosol paints and
coatings shall meet the Product-weighted MIR Limits for ROC in
Section 94522(a)(3) and other requirements, including prohibitions
on use of certain toxic compounds and ozone depleting substances,
in Sections 94522(c)(2) and (d)(2) of California Code of
Regulations, Title 17, commencing with Section 94520; and
additionally comply with the Bay Area Air Quality Management
District with the percent VOC by weight of product limits of
Regulation 8, Rule 49.
Description of Mandatory Feature or Measure
2. Other equivalent methods approved by the City of Berkeley.
2. Products compliant with CHPS criteria certified under the
Greenguard Children & Schools program.
4.504.2.2 Paints and Coatings. Architectural paints and coatings
shall comply with VOC limits in CALGreen Table 4.504.3.
Mark if
required
If box is not shaded in
the column below,
specify where in the
drawings the feature is
addressed.
1. A 4-inch-thick base of ½ inch or larger clean aggregate shall be
provided with a vapor retarder in direct contact with concrete and
a concrete mix design, which will address bleeding, shrinkage,
and curling, shall be used. For additional information, see
American Concrete Institute, ACI 302.2R-06.
1. VOC emission limits defined in the Collaborative for High
Performance Schools (CHPS) High Performance Products
Database.
4.504.2.1(2) Statewide VOC Limits. Aerosol ad-hesives, smaller
unit sizes of adhesives, sealants and/or caulking compounds
shall comply with statewide VOC standards.
Description of Mandatory Feature or Measure
DIVISION 4.5 - ENVIRONMENTAL QUALITY (CONT’D)
Rev: 20140925
CALGreen Residential Addition/Alteration Checklist, cont’d
4.505.2.1 Capillary break. A capillary break shall be installed in
compliance with at least one of the following:
4.504.4 Resilient flooring systems. Where resilient flooring is
installed, at least 80 percent of the floor area receiving resilient flooring
shall comply with one or more of the following:
4.504.2.1(1) CALGreen VOC Limits. Adhesives, adhesive
bonding primers, adhesive primers, sealants, sealant primers and
caulks shall comply with CALGreen Table 4.504.1 or 4.504.2 for
VOC limits.
Page 4 of 8
4.505 Interior Moisture Control (Cont’d)
4.504.3.2 All carpet adhesives shall meet the requirements of
CALGreen Table 4.504.1.
4.504.2 Finish material pollutant control. Finish materials shall
comply with the following:
Rev: 20140925
CALGreen Residential Addition/Alteration Checklist, cont’d
Description of Mandatory Feature or Measure
DIVISION 4.5 - ENVIRONMENTAL QUALITY (CONT’D)
Page 3 of 8
DATE
Description of Mandatory Feature or Measure
Rev: 20140925
3. At least three random moisture readings shall be performed on
wall and floor framing with documentation acceptable to the City of
Berkeley provided at the time of approval to enclose the wall and
floor framing.
Insulation Products. Insulation products which are visibly wet or have
a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall
follow the manufactures’ drying recommendations prior to enclosure.
April 28, 2016
4.506 Indoor Air Quality and Exhaust
SIGNATURE
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following:
*AUP Findings and Conditions Attached
DATE
1. Fans shall be ENERGY STAR compliant and be ducted to
terminate outside the building.
CAL Green
2. Unless functioning as a component of a whole house ventilation
system, fans must be controlled by a humidity control.
4.505 Interior Moisture Control
4.505.2 Concrete slab foundations. Concrete slab foundations
required to have a vapor retarder by the 2013 California Building Code
section 1907.1 or the 2013 California Residential Code section
R506.2.3 shall comply with this section.
a. Humidity controls shall be capable of adjustment between a
relative humidity range of ≤ 50 percent to a maximum of 80
percent. A humidity control may utilize manual or automatic
means of adjustment.
DATE
b. A humidity control may be a separate component to the
exhaust fan and is not required to be integral (i.e., built-in).
PROJECT
November 20, 2015
Note: For the purposes of this section a bathroom is a room which
contains a bathtub, shower, or tub/shower combination.
SCALE
Page 5 of 8
Rev: 20140925
Page 6 of 8
Rev: 20140925
Page 7 of 8
DESCRIPTION
CALGreen Residential Addition/Alteration Checklist, cont’d
Page 2 of 8
NO.
Rev: 20140925
REVISIONS
Page 1 of 8
Rev: 20140925
Page 8 of 8
Rev: 20140925
14161
1" = 10'
A0.3
`
City of Berkeley
Construction & Demolition
50% Diversion Category:
Pre-Project Waste Diversion Plan (non-shaded portion) Indicate diversion method with an X in appropriate column along with name of vendor/facility. Calculate anticipated
diversion and landfill percentage of each material type. List deconstructed items for reuse on-site or off-site (donated or sold) on the next page. Include the approximate weight in the
column for reusable items. More detailed instructions on completing this Worksheet begin on page 3.
Post-Project Waste Diversion Report (shaded portion) Enter actual weight in pounds for each category. Calculate weight column totals and diversion rate. Keep all receipts for
final report. More detailed instructions on completing this Worksheet begin on page 3.
If applicant is using an online C&D resource tool, such as Green Halo, this Worksheet (including Waste Diversion Plan & Waste Diversion Report) is NOT required.
WASTE DIVERSION FORM
Planning Department
Building and Safety Division
Waste Diversion Plan (for plan check)
Waste Diversion Report (for final inspection)
Not required for single family residential remodels which do not increase
conditioned area, volume, or size
Diversion
Actual (see weight conversion factors next page)
Rate
Building Permit applicants for the projects listed below are required to divert Construction and Demolition (C&D) waste and debris from landfill
disposal in accordance with Construction & Demolition Debris Diversion Requirements (BMC 19.24) and the Berkeley Green Code (BMC 19.37).
Vendor / Facility
NA
100%
100% required
Concrete
Soil, Rock, Land Clearing
Debris
NA
NA
100%
100%
100% required
100% required
At least 50% diversion of the following materials.
Diversion based on amount of the combined total weight of materials below.
A
Step 3 - Divert debris as specified on the Waste Diversion Plan and collect required documentation. Be sure to ask for construction debris receipts
from sorting facilities in order to verify diversion requirements. Upload recycling and disposal receipts if using an online C&D resource tool.
Metals
Step 4 - Post-project, complete the Waste Diversion Report using a C&D resource tool or the C&D Diversion Worksheet. Show the Waste Diversion
Report (including receipts) to the Building Inspector at the final inspection to demonstrate diversion rate compliance.
Clean Wood

Vendor/Facility: Enter the actual vendor or facility that received your diverted debris. If more than one vendor is used, enter both. If you are
reusing a material on-site, enter “on-site”. Save vendor receipts. StopWaste.org provides information on local vendors/facilities.

Actual Waste: No more than 50% of the combined total of materials in the 50% diversion category of construction waste can be sent to
landfill.
Diversion Rate:
At the bottom of column A, enter the sum of the diverted items of the 50% category. In Column B enter the sum of the waste items. Divide the total
amount diverted (A) by the total debris (A+B) and multiply by 100 to get your diversion percentage. (A/(A+B))x100=diversion%
Alternatively, if you used a facility that sorts mixed construction and demolition (C&D) debris, enter the amount of waste sent to the facility and enter
the diversion rate reported by the facility at StopWaste.org instead of performing the calculation. If you use this option, list the hauling company
and facility in the “Vendor/Facility” column of your diversion plan. If you rent a debris box, specify that it is for mixed debris recycling. If you take
mixed construction waste to the Berkeley Transfer Station, or Davis Street Transfer Station, be sure to declare it as construction debris and request
a receipt for mixed C&D. Do not include household garbage with your load. Some facilities can provide a higher credit for clean source-separated
materials, such as clean wood or plant debris. You must provide a weight tag or other verifiable document with your final report.
B
Cardboard
Carpet, Padding/Foam
Diverted Pounds: Enter the total number of pounds for the material category actually diverted. Combine the weights of materials reused,
recycled, or composted. At least 50%of the total amount of must be diverted. It is not important whether an individual material category is
50%, as long as the combined total is at least 50%. Conversion tables can be used to estimate weight if receipts are in cubic yards.
Reuse List (Reusable Items):
Deconstruction is the diversion method allowing for the highest and best use for things like cabinets or built-ins, framing lumber, and siding. These
materials need to be carefully removed for reuse either on-site or off-site. See StopWaste.org for resources on where you can buy, sell, or donate
items. Include all reused items on the “Reuse List” with information on whether they were used on- or off-site, and who received the items if not
reused on-site. Make sure to also put the estimated and actual weights of these items on both the Plan and Report sections of the Worksheet.
Asphalt
Step 2 – Fill in the Waste Diversion Form (this form). Submit two copies of the Waste Diversion Form along with one copy of your Waste Diversion
Plan, generated with a C&D resource tool or by using the C&D Diversion Worksheet, with your Building Permit Application.
Brick, Masonry, and Tile
Please remember that construction or demolition projects must divert from the 100% of asphalt, concrete, and excavated soil and land clearing
debris from landfill. Of the remaining construction debris, 50% is to be diverted by recycling, reuse, compost, or other approved method. Failure to
comply with the requirements of this ordinance is a misdemeanor and will result in fines. (BMC 19.24.080)
Sheetrock (not painted)
Ceiling tile
Painted wood, painted
drywall, plywood
Reusable items
Assistance: For assistance contact Building and Safety at 510-981-7440 or buildingandsafety@cityofberkeley.info.
Waste
Landfilled lbs
Diverted lbs
Estimate % of
landfill material
Vendor / Facility
Diverted Materials all methods
Total Diverted +
Landfilled lbs
Waste
Landfill
Step 1 – Create a Waste Diversion Plan by using an online C&D resource tool, such as Green Halo , or by completing the Waste Diversion Plan
(non-shaded) portion of the City of Berkeley’s C&D Diversion Worksheet.
Estimate % of each
material diverted
2
Compost
How to comply with C&D Requirements:
Diversion
Recycle
Diversion requirements: Subject building projects shall divert 100% of asphalt, concrete, excavated soil and land clearing debris and at least 50%
of the remaining construction and demolition debris by recycling, reuse, compost, or other approved method.
Anticipated
Reuse
Building projects subject to Construction and Demolition (C&D) requirements include:
 Construction of any new building
 All additions or alterations of residential buildings that increase the building’s conditioned area, volume, or size
 Non-residential building additions of 1,000 square feet or more
1
 All renovations valued over $100,000 in 2010 dollars (over $109,304 in 2014 ); renovations include any change, addition, or modification to
an existing structure
1
 Demolitions valued over $3,000 in 2010 dollars (over $3,279 in 2014 )
Material

Berkeley, CA 94708
CONSTRUCTION AND DEMOLITION DEBRIS WASTE DIVERSION WORKSHEET
744 Grizzly Peak Blvd.
Construction and Demolition Debris Waste Diversion Worksheet
If it is not feasible for your project to comply with the required diversion rates you may request an adjustment. Adjustments are typically based on
the type and condition of the materials. A request for adjustment must be made in writing to the Building and Safety Division. If the request is
approved, it must accompany compliance documentation at final inspection.
(complete Reuse List next page)
T: 510-251-2511
F: 510-735-9797
E: info@draftingcafe.com
www.draftingcafe.com
Roofing
1
Other Debris:
Other Debris:
Based on the U.S. Department of Labor, Bureau of Labor Statistics, CPI Inflation Calculator
2
Green Halo, developed under contract with Alameda County Waste Management Authority (StopWaste.Org), can help you identify local service providers to
maximize diversion, create your waste diversion plan, upload your recycling data throughout your construction process, and generate your final report for project
compliance. Other equivalent online C&D resource tools may also offer these services.
Total
lbs
A+B
Other Debris:
Total %
Diverted
A/(A+B) x 100
Updated 8/4/14
Total
Updated 8/4/14
Page 4 of 5
Page 1 of 5
Updated 8/4/14
May 31, 2017
Construction and Demolition Debris Waste Diversion Worksheet
Construction and Demolition Debris Waste Diversion Worksheet
Sample Form
Reuse List
BERKELEY CONSTRUCTION and DEMOLITION WASTE DIVERSION FORM
Check all boxes that apply. If not using an online C&D resource tool such as Green Halo, applicant must complete the C&D Diversion
Worksheet including the Waste Diversion Plan (WDP) and Waste Diversion Report (WDR). Forms and instructions are available at the
Frequently Requested Forms webpage on the Planning Department’s website or at www.cityofberkeley.info/wastediversion.
Use location
Previously undeveloped lot
Contact Name and Contact Title:
Zip:
Phone:
E-Mail:
On-site
On-site
On-site
Off-site
Off-site
Off-site
Asphalt
Concrete
Describe Project: (Ex. Demolish 6000 sq.ft. wood frame & stucco building, driveway.)
I acknowledge that I understand the diversion requirements of BMC Chapters 19.24 and 19.37 and submit this Waste Diversion Form and Plan in
compliance with the ordinance.
Signature:
Date:
Compliance Method: (Check one and provide required information)
Specify online C&D resource tool (i.e. Green Halo or equivalent): ____________________
and enter Tracking Number:__________________
Waste Diversion Worksheet attached (if not using online C&D resource tool)
Print Name:
Title:
Use the following conversion factors to help you with your estimated diversion for the Waste Diversion Plan. The Waste Diversion Report is a record
of your actual diversion and disposal. The Waste Diversion Report and receipts from landfills, processing facilities, and recyclers must be available
for review at your final building inspection.
Asphalt paving, crushed = 1,380 lbs / cubic yard
Asphalt/shingles comp, loose = 418.5lbs / cubic yard
Brick, laid flat = 20 lbs/square foot flat
Brick, loose = 120 lbs / cubic foot, 3,200 lbs / cubic yard
Ceramic tile, scrap , loose = 1,214 lbs / cubic yard
NA
100% Dutra
500
Dutra
100% required
NA
NA
100% Dutra
1000
Dutra
100% required
100% required
Soil, Rock, Land Clearing
Debris
Weight Conversion Factors
For assistance with this form contact Building and Safety at 510.981.7440 or buildingandsafety@cityofberkeley.info
X
X
Off-site
Cardboard
X
X
Carpet, Padding/Foam
Metals
X
X
X
X
Sheetrock (not painted)
Clean Wood
Ceiling tile
Painted wood, painted
drywall, plywood
Reusable items
Please submit two (2) copies of this worksheet with your building permit application and incorporate into plans.
X
X
Roofing
----------------------------------------------------------------------------------------
Staff use only below this line
-------------------------------------------------------------------------------------------------------------
Waste Diversion Plan approval (Plan reviewed in plan check):
B&S Plan check signature:__________________________________________Print__________________________________________________Date_____________
The following pages contain instructions, and an example, of how to fill out this Worksheet (including the Waste Diversion Plan and Waste Diversion
Report). For further information, visit www.cityofberkeley.info/wastediversion or contact Building and Safety at 510-981-7440 or
buildingandsafety@cityofberkeley.info
Other Debris:
Other Debris:
Vendor / Facility
NA
At least 50% diversion of the following materials.
Diversion based on amount of the combined total weight of materials below.
Brick, Masonry, and Tile
Concrete , scrap, loose = 1,855 lbs / cubic yard
Earth, loose = 2,052 lbs / cubic yard
Fiberglass insulation, loose = 17lbs / cubic yard
Sheetrock scrap , loose = 393.5 /cubic yard
Rock, crushed = 2,570 lbs / cubic yard
Vendor / Facility
100
75
NA
100
100
100
100
25
Berkeley Transfer
Reuse People
X
100
NA
NA
HfH Restore
Alpha
Pabco
Berkeley Transfer
Armstrong
Reuse on-site
X
A
B
25
40
300
Berkeley Transfer Station
Reuse People
75
75
150
200
75
150
50
Alpha
Pabco
Berkeley Transfer Station
Armstrong
Reuse on-site
150
300
(complete Reuse List next page)
Total
lbs
A+B
NA
NA
Other Debris:
Total
Waste Diversion Report approval (Report reviewed at final):
1265
225
1490
Total %
Diverted
A/(A+B) x 100
84%
Updated 8/4/14
Updated 8/4/14
Page 5 of 5
Page 2 of 2
Construction and Demolition Debris Waste Diversion Worksheet
Instructions
If you are completing this Worksheet, fill in the Waste Diversion Plan (non-shaded) portion of the document prior to starting your project and the
Waste Diversion Report (shaded) portion of the document prior to final inspection. The following descriptions, resources, and examples will help
you complete the Worksheet.
Please note that in place of completing this Worksheet, you may use Green Halo Systems or another equivalent online resource tool. Online
resource tools can help you identify service providers to maximize diversion, create your waste diversion plan, upload your recycling data
throughout your construction process, and generate your final report for project compliance.

Material: Typical construction debris types are listed in the column labeled “Material”. If you have a significant quantity of a material that is
not listed, use “Other Debris” and specify material. Hazardous materials are exempt from diversion.

Anticipated Diversion: Insert an X under the appropriate column (“Reuse”, “Recycle”, or “Compost”) depending on how you plan on
diverting the type of debris listed. For example, sheetrock scrap can be broken down and reused as a soil amendment on-site, in which case
you would enter an X for compost. More than one use can apply. If the material listed is not a debris type on your site, enter an NA under the
“estimated % of each material diverted” column.


PLANS APPROVED by
Estimated % of Each Material Diverted: Estimate the percent of the total of each material type that you plan to divert. For example, under
Brick, Masonry and Tile, you may have brick that you plan to reuse on-site, but need to dispose of old tile flooring and mortar bed. If you
estimated brick as half of the combined total of the material type Brick, Masonry and Tile, then you would enter “50%” in the estimated
percentage of total column under Diversion and “50%” under the estimated percentage in the Waste column.
Vendor/Facility: Enter the anticipated vendor or facility that will be receiving your diverted debris. If you are reusing a material on-site, enter
“on-site”. To find vendors in Alameda County that recycle specific C&D materials as well as processing facilities that accept mixed C&D
materials see: StopWaste.org (under the “Construction Material & Debris” Recycling Guide).

Anticipated Waste: Enter an X under “Landfill” for materials to be landfilled even if only a portion of the material will be landfilled.

Estimated % of Landfill Material: Estimate the percent of the total of each material type that you plan to landfill.
April 28, 2016
DATE
SIGNATURE
DATE
November 20, 2015
PROJECT
SCALE

Diverted Pounds: Enter the total number of pounds for the material category actually diverted. This should include the weight of the specific
material type reused, recycled, and composted. Conversion tables can be used to estimate weight if receipts are in cubic yards.

Vendor/Facility: Enter the actual vendor or facility that received your diverted debris. If more than one vendor is used, enter both. If you are
reusing a material on-site, enter “on-site”. Save receipts from each vendor. StopWaste.org provides information on local vendors/facilities.

Actual Waste: Asphalt, concrete, soil, rock, and land clearing debris must be diverted. None of these materials may be landfilled.
Updated 8/4/14
Waste Diversion
*AUP Findings and Conditions Attached
100% Diversion Category (Asphalt, Concrete, and Soil, Rock, Land Clearing Debris):
REVISIONS
Updated 8/4/14
Page 2 of 5
DATE
B&S Inspector signature:___________________________________________Print__________________________________________________Date_____________
Page 3 of 5
DESCRIPTION
City:
On-site
Waste
NO.
Project Address:
New Construction
Diverted Materials all methods
Landfilled lbs
Alt/Add/Repair
Waste
Diverted lbs
Demolition
Diversion
Off-site
Estimate % of
landfill material
Residential





Anticipated
Landfill
Commercial
On-site
Material
Estimate % of each
material diverted





(preferably near the front of the drawings)
Off-site Benefactor or Deconstruction Company
Compost
Contact Address:
Item
Please submit two (2) copies of this Form with your Building Permit Application and incorporate into Plans
Recycle
Permit #:
Reusable items such as cabinets, built-ins, framing lumber, siding, etc. are encouraged to be reused on-site or off-site. Please list accordingly.
Reuse
Check all that apply:
Waste Diversion Report (for final inspection)
Not required for single family residential remodels which do not increase
conditioned area, volume, or size
Diversion
Actual (see weight conversion factors next page)
Rate
Total Diverted +
Landfilled lbs
Planning Department
Building and Safety
Waste Diversion Plan (for plan check)
14161
1" = 10'
A0.4