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Development Services

This information bulletin describes the submittal requirements and permitting process for additions and remodels to single family dwelling and duplexes, not exceeding one story in height above grade or above crawl space. The information and sample drawings provided herein are suitable as a guide and cannot be used for construction. Project specific construction plans must be submitted for review.

Submittal Requirements 

  1. Forms
    1. Project Contacts Information Form

      The Project Contacts Information Form (DS-345) must be submitted with all projects.

    2. Owner-Builder Verification Form

      The Owner-Builder Verification Form (DS-3042) is required if the property owner is acting as the general contractor. If you are not a licensed contractor and intend on performing the work yourself or hiring licensed subcontractors, an Owner-Builder Verification form must be completed and submitted with your project documents.

    3. Water Meter Data Card

      A Water Meter Data Card (DS-16) must be completed if new plumbing fixtures are being added. This form is not required when replacing or relocating existing fixtures.

    4. Stormwater Requirements Applicability Checklist

      Form DS-560 will be used to determine the storm water requirements for the project and is required for every plan submittal.

  2. Plans and Specifications

    Plans must be drawn to scale and be of sufficient clarity to indicate the location and extent of the proposed work. Existing and proposed construction and alterations to the existing home impacted by the addition should be clearly shown. Plans must show that all work conforms to the provisions of the current edition of the California Residential Code (CRC), the San Diego Municipal Code and all other relevant laws, ordinances and regulations applicable in the City of San Diego. Provide and show the following items, as applicable.

    1. Site Plan and Vicinity Map

      See Information Bulletin 122 for detailed information.

    2. Foundation (See Figure 1 & 5-9)
      1. Foundation Plan and Details (See Figure 1 & 5-9)
        1. Size, depth, and location of footings.
        2. Rebar size and spacing.
        3. Concrete compressive strength (minimum 2500 psi).
        4. Concrete slab thickness (min. 3.5 inches).
      2. . Raised Floor Construction
        1. Location of continuous foundations and pier footings.
        2. Size and depth of footings.
        3. Dimension of stem.
        4. Size and spacing of cantilevered joists (see Table 5).
        5. Size and spacing of floor joists (see Table 3).
        6. Location and size of crawl space access openings and vents (CRC R408).
    3. Floor Plan (See Figure 2)
      1. Identify use and dimensions of all existing and proposed rooms.
      2. Size and types of windows and doors.
      3. Location and type of all plumbing fixtures.
      4. Location and energy output (BTUs) of all heating equipment.
      5. Location and type of bathroom exhaust fan(s).
      6. Location and type of smoke and carbon monoxide alarms (see Figure 13).
      7. Attic access location.
    4. Roof Framing Plan (See Figure 3)
      1. Size, spacing and span between supports for the existing roof framing impacted by the area of alteration.
      2. Size and spacing of all new rafters and ceiling joists (see Tables 1 and 2).
      3. Size of headers above wall openings and number of trimmer studs (see Table 4).
      4. Special framing around roof openings such as skylights and chimneys.
      5. Size and number of nails for rafter tie connection (see Table 6).
      6. Wall bracing, shear panels or other means of obtaining required lateral bracing (see Figure 11).
    5. Exterior Elevation Views (See Figure 4)
      1. Each exterior wall shown from the outside of the building and exterior finish of the walls and roof.
      2. Doors, windows and other openings.
      3. Pre-existing and finished grade and building height to the most restrictive grade.

        Note: Roof covering must be minimum Class “A”. Refer to Information Bulletin 123 for requirements concerning renewal of roof covering.

    6. Connection Details

      Sufficient details must be shown to clearly explain the method of construction and means of connection. Details should be referred on framing and foundation plans.

      1. Refer to Figures 5 through 8 for cross section through addition.
      2. Refer to Figure 9 for exterior and interior load bearing walls and foundation.
      3. Refer to Figures 10 and 11 for framing details.
      4. Refer to Figure 12 for emergency escape windows in bedrooms, and seismic straps for water heaters.
    7. Truss Calculations

      If prefabricated trusses are included as part of the roof framing system, truss calculations stamped by a professional architect or registered civil engineer, licensed in the State of California must be provided. The truss calculations identification number must identify each truss type on the roof framing plan.

    8. Site Soils Condition

      A geotechnical investigation report must be provided for foundations placed on fill material or when placed on expansive soil. Add the following notes on plan when foundations are placed on undisturbed native soil:

      1. “The structure(s) will be located entirely on undisturbed native soil." Signature___________________________________ Owner/Licensed Engineer or Architect.
      2. "If the Building Inspector suspects fill, expansive soils or any geologic instability based upon observation of the foundation excavation, a soils or geological report, and resubmittal of plans to plan check to verify that report recommendations have been incorporated, may be required."
    9. Statement of Special Inspection

      Specify on plans that special inspection is required when epoxy or expansion anchors are used. When special inspection is required, add the following notes on the statement of special inspection:

      1. NOTICE TO THE AGENT/ARCHITECT or ENGINEER OF RECORD: By using this permitted construction drawings for construction/installation of the work specified herein, you agree to comply with the requirements of City of San Diego for special inspections, structural observations, construction material testing and off-site fabrication of building components, contained in the statement of special inspections and, as required by the California construction codes.
      2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: By using this permitted construction drawings for construction/installation of the work specified herein, you acknowledge and are aware of, the requirements contained in the statement of special inspections. You agree to comply with the requirements of City of San Diego for special inspections, structural observations, construction material testing and off-site fabrication of building components, contained in the statement of special inspections and, as required by the California construction codes.
      3. The special inspector must be registered by the City of San Diego Development Services Department, in the category of work required to have special inspection.
      4. The special inspections identified on plans are, in addition to, and not a substitute for, those inspections required to be performed by a City's building inspector.

Additional Regulations

  1. Very High Fire Hazard Severity Zone (VHFHSZ)

    When the addition and or alteration to an existing building is in a VHFHSZ and the building permit application for the existing building was deemed complete on or after 8/27/2009, the material and method of construction used for the addition and remodel shall comply with the requirements specified in CRC, Section R337, as amended by San Diego Municipal Code (SDMC) Section 55.9401.

  2. Brush Management Zone

    When the addition is encroaching or located within Brush Management Zones, it shall comply with the City of San Diego’s Landscape Regulations, SDMC Section 142.0412.

  3. Storm Water Requirements & Best Management Practices (BMP’s)

    The project shall comply with all requirements of the State MS4 permit; California Regional Water Quality Control Board (San Diego), the City of San Diego Land Development Code, and the City’s Storm Water Standards Manual.

    1. Construction BMP general notes: BMP notes are required on every plan set with a proposed ground disturbance of less than 1,000 square feet. The current notes may be found in the City’s Storm Water Standards Manual, Part 2, Appendix E.
    2. Water pollution control plan (WPCP) requirements:
      1. A WPCP is required for any project which has a ground disturbance that equals or exceeds 1,000 square feet but is less than 1 acre. A separate plan sheet must be included in the plan set which correlates to the WPCP.
      2. A Minor Water Pollution Control Plan (MWPCP), Form DS-570, may be utilized in lieu of a full WPCP for projects that create a ground disturbance of between 1,000 and 4,999 square feet and have less than a 5-foot elevation differential over the project area. If the project qualifies for an MWPCP, please fill out Form DS-570 and scan into the plan set along with Form DS-560.
  4. Energy Requirements
    1. Additions or Alterations

      All single dwelling units and duplex additions or alterations must comply with the California Energy Code (CEC), Title 24, Part 6. Several compliance methods are described in the Residential Manual and are available in the California Energy Commission website or call 1-800-772-3300.

    2. Minimum Acceptable Requirements

      See Table 9 for the minimum acceptable requirements for the simplest method. In addition to the Mandatory Measures summary (MF-1R form) mentioned in Section IV C of CEC, you may complete the required Certificate of Compliance (CF-1R form) using the information in this table. Forms must be shown on the plans and stapling is not permitted. Table 9 is based on Climate Zone 7. Some areas of San Diego are in Climate Zone 10.

    3. Fenestrations

      Manufactured fenestration (glazing) products must be labeled with certified U-factor, SHGC and infiltration certification. The rough opening and U- factor of all windows and doors with glass must also be noted on the plans (2019 Residential Compliance Manual 3.5).

    4. Luminaries

      All luminaries installed in residential construction must qualify as “high efficacy luminaires” which, apply to all indoor and outdoor lighting attached to single family buildings (2019 Energy Standards 6.1).

  5. Electrical

    Electrical drawings are not required for single family or duplex residential projects. The electrical system must be installed per the current edition of the California Electric Code and compliance will be verified at the time of inspection. See Figure 13 for location of smoke and carbon monoxide alarms and for exhaust fan requirements in bathrooms.

  6. Plumbing

    Plumbing fixtures shall be shown on the floor plan. Piping material must also be noted on the plans. All new plumbing fixtures must comply with the California Plumbing Code and the California Green Building Standards Code.

  7. Zoning and Planning

    The following regulations typically apply to residential additions and alterations.

     Please consult the City of San Diego’s Municipal Code for all zoning regulations that may apply to your project. 

    Regulations SDMC Section Residential Base Zones……………………………………………………….131.0401 

    Planed Districts…………………………………………………………………..151.0101 

    Brush Management…………………………………………………………...142.0403 

    Landscape………………………………………………………………………….142.0401 

    Environmentally Sensitive Lands………………………………………..143.0101 

    Parking……………………………………………………………………………….142.0501 

    Overlay Zones…………………………………………………………………….132.0101

  8. Historic Review
    1. Historical Review - Designated Historic

      If the project involves any parcel containing designated historical resource, or is located within the boundaries of an adopted historic district, plans will be required and shall be submitted for Historical Review. Please refer to Information Bulletin 581, Designated Historical Resource Review for additional Historic Review information.

    2. Historical Review - Potential Historic Resource

      If the site contains buildings or structures 45 years old or older, and the scope includes any exterior work (except in-kind roof repair and replacement), plans and other information will be required and shall be submitted for Historical Review. (For other potential historic review exemptions, see Municipal Code Section 143.0212). See Information Bulletin 580, Potential Historical Resource Review for supplemental submittal requirements

  9. Fire Sprinklers

    For fire sprinkler requirements, refer to Information Bulletin 124, How to Obtain a Permit for Residential Fire Sprinklers.

     

Options for Service

Plans for residential addition/remodel requires a building permit and must be submitted electronically through the online portal by selecting Building Permit.

Project Fees

The plan check fees are required to be paid prior to review. For your convenience, DSD offers online payments. Payment may also be made in person by cash, check, debit card, Visa or MasterCard credit cards. Checks shall be in the exact amount, drawn on US banks, and made payable to the “City Treasurer.” 

Refer to Information Bulletin 501, Fee Schedule, Construction Permits - Structures for applicable fees. Please note that plan check fees and other administrative fees are non-refundable. 

See Refund Policy noted within Refund Application Form DS-721 for additional refund information.

Inspections

For inspection requirements, refer to Information Bulletin 120.

References

Tables & Figures

Table 1

 

Table 2

 

Table 3

ALLOWABLE SPANS FOR DF #2 ROOF RAFTERS (DF-LARCH) Dead Load: up to 10/20(Shingles/Tiles) psf Total (Including roofing) Live Load: 20 psf, L/∆ = 240, (T-R802.4.1(2))

ALLOWABLE SPANS FOR DF #2 ROOF RAFTERS (DF-LARCH) Dead Load: up to 10/20(Shingles/Tiles) psf Total (Including roofing) Live Load: 20 psf, L/∆ = 240, (T-R802.4.1(2))

ALLOWABLE SPANS FOR DF #2 ROOF RAFTERS (DF-LARCH) Dead Load: up to 10/20(Shingles/Tiles) psf Total (Including roofing) Live Load: 20 psf, L/∆ = 240, (T-R802.4.1(2))

RAFTER SIZE

SPACING

ALLOWABLE SPAN

 (SHINGLES / TILES)

JOIST SIZE

SPACING

ALLOWABLE SPAN

JOIST SIZE

SPACING

ALLOWABLE SPAN

2X6

24” 

16” 

12”

11’-11” / 10’-4” 

14’-1” / 12’-7” 

15’-6” / 14’-7”

2X4

24” 

16” 

12”

7’-3”

 8’-11” 

9’-10”

2X6

24” 

16” 

12”

8’-3” 

9’-9” 

10’-9

2X8

24” 

16” 

12”

15’-1” / 13’-0” 

18’-5” / 16’-0” 

20’-5” / 18’-5”

2X6

24” 

16” 

12"

10’-8” 

13’-0” 

15’-0”

2X8

24” 

16” 

12”

10’-5” 

12’-9”

14’-2”

2X10

24” 

16” 

12”

18’-5” / 15’-11” 

22’-6” / 19’-6” 

26’-0” / 22’-6”

2X8

24” 

16”

 12”

13’-6” 

16’-6” 

19’-1”

2X10

24” 

16” 

12”

12’-9”

15’-7” 

18’-0”

2X12

24” 

16” 

12”

21’-4” / 18’-6” 

26’-0” / 22’-7” 

26’-0” / 26’-0”

2X10

24” 

16”

 12”

16’-5” 

20’-2” 

23’-3”

2X12

24” 

16” 

12”

14’-9” 

18’-1” 

20’-11”

 

Table 4

ALLOWABLE SPANS (BRACED/UNBRACEDc ) FOR DF #2 ROOF BEAMS AND HEADERS FOR EXTERIOR & INTERIOR BEARING WALLS (DF-LARCH) Max. Dead Load: 20 psf, Max Live Load:20 psf, (T-R 602.7(1))

SIZE

12-ft Building Widtha,d

NTb

24-ft Building Widtha,d

NTb

36-ft Building Widtha,d

NTb

2-2x6

6’-0”/ 4’-3”

1

4’-7”/ 3’-2”

1

3’-10”/ 2’-8”

1

2-2x8

7’-7”/ 5’-4”

1

5’-9”/ 4’-0”

2

4’-10”/ 3’-4”

2

2-2x10

9’-0”/ 6’-9”

1

6’-10”/ 4’-9”

2

5’-9”/ 4’-4”

2

2-2x12

10’-7”/ 7’-5”

2

8’-1”/ 5’-8”

2

6’-10”/ 4-9”

2

3-2x8

9’-5”/ 6’-7”

1

7’-3”/ 5’-1”

1

6’-1”/ 4’-3”

2

3-2x10

11’-3”/ 7’-10”

2

8’-7”/ 6’-2”

2

7’-3”/ 5’-1”

2

3-2x12

13’-2”/ 9’-3”

2

10’-8”/ 7’-1”

2

8’-6”/ 6’-0”

2

4-2x8

10’-11”/ 7’-8”

2

8’-4”/ 5’-10”

1

7’-0”/ 5’-0”

2

4-2x10

12’-11”/ 9’-0”

2

9’-11”/ 7’-0”

2

8’-4”/ 5’-10”

2

4-2x12

15’-3”/10’-8”

2

11’-8”/ 8’-2”

2

9’-10”/ 6’-9”

2

a. Building width is perpendicular to ridge measured to exterior walls. 

b. NT – Number of trimmer studs required to support each end of header. 

c. Braced condition: Roof plywood sheathing or rafters must directly bear and be nailed to beam or header. 

d. Allowable span of braced beam / Allowable span of unbraced beam.

 

Table 5

CANTILEVER SPANS FOR FLOOR JOISTSa,b
Max. deck dead load 10 psf, Live load 40 psf

SIZE (Douglas fir-larch #2)

SPACING

CANTILEVER SPAN

UPLIFT FORCE (lbs)c

2x8

12”

34”

165

2x8

16”

29”

180

2x10

12”

49”

201

2x10

16”

42”

220

2x10

24”

34”

255

2x12

16”

57”

268

2x12

24”

47”

330

a. Ratio of backspan to cantilever span shall be not less than 2:1.
b. A full-depth floor joist shall be provided at the cantilevered ends. Solid blocking shall be provided
between joists over the support.
c. Connection angle capable of resisting the indicated uplift force shall be provided at the backspan support.

Table 6

RAFTER HEEL CONNECTION TO CEILING JOIST - ROOF LIVE LOAD 20 psf [Table R802.5.1]
Minimum number of 16d common nails

Rafter
Slope

Tie
Spacing (in)

Roof Span (ft)

12

20

28

36

3:12

16

5

8

10

13

24

7

11

15

19

4:12

16

4

6

8

10

24

5

8

12

15

5:12

16

3

5

6

8

24

4

7

9

12

1. When nails are clinched, nailing may be reduced by 25 percent.
2. Roof span is measured between exterior walls

Table 7

ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL, FLOOR & ROOF SHEAT-ING CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS: APPLIES TO PANELS 24” OR WIDER (T-R503.2.1.1(1))

SHEATING GRADE-STRUCT-1

ROOF

FLOOR

PANEL SPAN RATING
Roof/Floor Span

MINIMUM PANEL
THICKNESS
(INCHES)

MAXIMUM SPAN

 (INCHES)

LOADS (PSF)

MAX. SPAN (INCHES) Panel edges with tongue and groove joints or with blocking

EDGE SUPPORT 

NO EDGE SUPPORT

TOTAL LOAD

LIVE LOAD

24/0

3/8

24

20

40

30

 

24/16

7/16

24

24

50

40

16

32/16

15/32, 1/2

32

28

40

30

16

40/20

19/32, 5/8

40

32

40

30

20

48/24
 

23/32, 3/4

48

36

45

35

24

Table 8-Nailing Schedule

CONNECTION (T-R602.3(1))
FASTENING
REMARKS

ROOF

Blocking between joists or rafters to top plate

3-8d (2-1/2” x 0.113”)

Toe nail

Ceiling joist to plate

3-8d (2-1/2” x 0.113”)

Toe nail

Ceiling Joist not attached to parallel rafter, laps over partitions

4-10d (3” x 0.128”)

Toe nail

Collar tie rafter, face nail or 20-gage ridge strap

3-10d (3” x 0.128”)

Face nail

Rafter to plate

2-16d (3-1/2” x 0.135”)

Toe nail

Roof rafters to ridge, valley or hip rafters:
Toe nail
Face nail

4-16d (3-1/1” x 0.135”)
3-16d (3-1/2 ”x 0.135”)

Toe nail
End nail

WALL

Built-up corner studs

10d (3” x 0.128”)

16” o.c.

Built-up header two pieces with ½” spacer

16d (3.5”x0.162”)

16” o.c. along each edge

Continued Header two pieces

16d (3.5”x0.162)

16” o.c. along each edge

Continuous header to stud

4-8d (2-1/2” x 0.113”)

Toe nail

Double Studs

16d (3.5”x0.128”)

12” o.c.

Double top plates

10d (3” x 0.128”)

12” o.c. Face nail

Double top plates, minimum 24-inch offset of end joints, face nail in lapped area

8-16d (3-1/1” x 0.135”)

Face nail

Sole plate to joist or blocking

16d (3-1/1” x 0.135”)

12” o.c. Face nail

Sole plate to joist or blocking at braced wall panels

3-16d (3-1/1” x 0.135”)

12” o.c. Face nail

Stud to sole plate

4-8d (2-1/2” x 0.113”) or
3-16d (3-1/2 ”x 0.135”)

Toe nail

Top or sole plate to stud

3-16d (3-1/2 ”x 0.135”)

End nail

Top plates, lap at corners and intersections

3-10d (3” x 0.128”)

Face nail

FLOOR

Joist to sill or girder

4-8d (2-1/2” x 0.113”)

Toe nail

Rim joist to top plate (roof application also)

8d (2-1/2” x 0.131”)

6” o.c. Toe nail

Built-up girders and beams, 2-inch lumber layers

10d (3” x 0.128”)

Nail each layer as follows: 24” o.c. at top and bottoms and staggered. Two nails at
ends and at each splice

Ledger strip supporting joists or rafters

4-16d (3-1/2 ”x 0.135”)

At each joist or rafter

Table 9-Title Energy Requirements-Prescriptive for Climate Zone 7 & 10

Insulation1:
  
CeilingClimate Zone 7R-30
Climate Zone 10R-38 for Option B, R-30 for Option C
WallClimate Zone 7 & 10R-13 + R8 Cont.
FloorClimate Zone 7 & 10R-19
RoofClimate Zone 7 & 10Radiant barrier is required in new roof
Fenestration:
   
TypeDual Pane  
Maximum Sq.Ft.20% of FA* total &UF 0.30 or lower
5% West FacingSHGC 0.23 or lower 
Doors:
   
Type  
 No GlazingUF .20 or lower
Glazing DoorTreated as fenestration

1. All buildings shall comply with the Quality Insulation Installation (QII) requirements in TABLE 150.1-A or B.
*The area of any glass removed, as a direct result of the room addition, may be added to 20% total.

 

Typical Raised Foundation Plan and Floor Plan with Cross Referenced Section View

 

 

Typical Roof Framing Plan and Typical Elevations

 

 

Two figures of Cross section View, Slab floor with Ceiling Joist and the second of a Typical Cross section view, slab floor with vaulted ceiling.

 

Typical Cross Section View, Raised floor with Ceiling Joist and Typical Cross Section View, Slab Floor with Shed Roof

 

Wall Sections

 

Figures entitled is Typical Details

 

Figures

 

Typical Information

 

Typical Information

 

Shear Transfer for Various Roof Types

Previous Versions of this Information Bulletin

This section contains previous versions of this Information Bulletin by the last day they were effective.