WOOD FRAME TYPE CONSTRUCTION
Building & Fire Safety Division – Yakima County Public Services
OFFICE USE ONLY:
BLD
USE OF BUILDING: ______________________________________
Fill in ____ below as to how you propose to build your structure.

Select footing.
Submit 2 sets of plans
Maximum wall height (stud length) 10’ or engineering may be required
Roofing: ______________________
Sheathing: ___________________
ROOFING:
SHEATHING:
12
Roof pitch
12
4
Solid Blocking
2 X __ SOLID
2”BLOCKING
x _______”
DETACHED GARAGE
(EXAMPLE ONLY)
ROOF FRAMING:
6" MIN.
Rafter:
6”
ROOF@FRAMING:
FIN. GRADE
2”x_____”
____” on center
Finished
grade
IF USING MANUFACTURED TRUSSES
Grade: _____________
PROVIDE COPY OF TRUSS SHEET
Specie: ____________
24”
FROM TRUSS MANUFACTURER
Ridge board:
Rigid insulation
OR SPECIFY:
(Minimum 2” deeper than rafter) Minimum R-10
2”x_____
2 X ___ RAFTERS @ ____ " O.C.
12”
R-10 RIGID
Ceiling Joist
or Collar
Tie:GRADE _____
_____,
SPECIE
INSULATION
2”x_____”
on center
Monolithic Footing @ Slab
JOISTS @ ____ " O.C.
CEILING
_______”
2X@
SLAB
MONOLITHIC
Grade: _____________
SPECIE _____, GRADE _____
*Heated Structure
HEATED
Species: ____________
[*Bottom of footings must be
SCALE: 1/2" = 1'-0"
24” below finished grade]
OR

TYPICAL WALL SECTION
Headers:
_____”x_____”
HEADERS:
(TYP.)_____________
Grade:
GRADE:
Species:
____________
SPECIE:
Wall Sheathing:
___________________
Studs: 2”x__________”
@WALL
______”
on center
SHEATH:
Grade: _____________
____________
@ ____" O.C.
X ___ STUDS
2Species:
AnchorGRADE:
Bolts:
½” xSPECIE:
10” J-bolt
@ (maximum)
6’ onO center,
X 10" ANCHOR BOLT
1/2"
(1)6'-0"
within
to ends
W/ (1)
MAX.
O.C.12”
@
OF ENDS OF
WITHIN
of each 12"
sill plate.
6" MIN.
NOTES:Truss
Manufactured
6”
FIN. GRADE
@ _______” on center
1. IF INTERIOR IS FINISHED
Provide 2 sets of truss sheets and
12”
* SPECIFY FINISH MATERIAL
truss layout.
MIN. 22" X 30" ATTIC
* PROVIDE
(Engineer
stampIFisANY
required
on OF ATTIC
PORTION
ACCESS
truss sheets)
IS GREATER THAN 30" IN HEIGHT
* SPECIFY HOW ATTIC VENTILATION
WILL BE PROVIDED
Wall2.Height:
IF HEATED SPECIFY INSULATION
MATERIAL AND R-VALUE
Minimum 4” concrete slab
THICKNESS
Concrete SLAB
slab (4”
Minimum)___"
EACH PIECE OF SILL
6" MIN.
12”
FOOTING
STEMWALL
 UNHEATED
Stemwall
& Footings
Unheated
SCALE: 1/2" = 1'-0"
6" MIN.
6”
FIN. GRADE
SILL
SILL PLATE
__ P.T.2”x______”
2 XPLATE
(pressure treated)
6” Minimum
FIN. GRADE
wood/earth separation
6” Minimum
6" MIN.
Minimum
R – 10 Rigid
R-10 RIGID
insulation
INSULATION
24”
6”
MIN.
6” 6"
Minimum
12”
FOOTINGS:
Bottom of footing
12” below finished grade
Minimum
width
12”
SECTION
WALL
12”
MonolithicSLAB
Footing @ Slab
MONOLITHIC
-
UNHEATED (Unheated)
SCALE: 1/2" = 1'-0"
G:DSCFORMSPERMITSERVICESWOODFRAMEACCESSORY

12”
Stemwall & Footings
*HeatedFOOTING
Structure
STEMWALL
[*Bottom
of
footings
HEATED must be
24” below
= 1'-0" grade]
1/2"finished
SCALE:
1
WINDOWS:
Please specify if windows are:
Single hung, Sliding, or Fixed.
Safety glazed.
THIS IS A FLOOR PLAN
EXAMPLE FOR A
WOOD FRAME STRUCTURE.
You must submit your own
drawing of your overall floor
plan with details as shown in
the example to the right.
Manufactured
truss @ 2’ o.c.
36’
16’
The cross wall section detail
may be filled in and submitted
for plan review providing the
framed wall height (stud
length) is 10’ or less.
4’
16’
4’ x 4’ window (slider)
Header ___________
1. Use of Structure. ___________________________________________
2. Dimension floor plan: Specify overall size and total square footage of structure.
3. Provide ridge line or direction of rafter / truss to indicate bearing wall.
On your plans, please indicate if
the structure will be:
 Heated
 Non-heated
Select which type of footing
you will use,
 Monolithic pour
 Footing/foundation
 Provide alternate design
18’
4. Locate exterior openings (doors and windows).
a. Specify size of openings (width and height).
b. Dimensions between all openings and corners of structure.
5. Specify all headers over openings: Size, grade, and specie of lumber.
24’
6. Will the structure be heated?
a. If so, provide type of equipment and location. (Separate mechanical permit is required).
3’
3’ x 6’8” man door
Header ________
Header ________
3’
36” x 36”
Concrete Landing
Overhead Door 10’ x 8’
10’
10’
Overhead Door 10’ x 8’
2’
10’
Alternate brace panels
are required for walls
less than 4’ in width
4’