2013, 12-17 Permit App: BLD-2013-2560 GarageSpokaneAnk
jValley
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevalley.org
PERMIT NUMBER:
PERMIT FEE:
New Construction Accessory Bldg
Addition/Remodel Deck
n Other:
SITE ADDRESS: /3 p 1 L 4-yoQ f Zi'fl
ASSESSORS PARCEL NO: .6-50 f33. Too lO LEGAL DESCRIPTION: 2.0./ Y3A,55io0
Building Owner:
DIMENSIONS:
.21' cu /. z -5t /4/
r ))
Nae: , hC7
Dnti ok 6; ll
u1I y )
Address:
2 D FLOOR SQ. FTG:
V
City: State:
Zip:
Phone:9 _ (p70 _ 53 ?3{v Fax:
GARAGE SQ. FT,P:
-z- If 2—
Contact Person
Name: " i y -LQ 141-6 $D f\
Phone: 517cf — 9 S'j- 3 yZ 3
Contractor:
DIMENSIONS:
.21' cu /. z -5t /4/
Name: M444,
fri260460.5 ac. (Ja/
u1I y )
Address: 15-7A3,E,, 6419r► e vovN
2 D FLOOR SQ. FTG:
V
City: 5,0ketwVG/ State: vim_
Zip:9903-7
Phone: c0q 9c3 _3y2- Fax:
GARAGE SQ. FT,P:
-z- If 2—
Contractor Lic No: Exp Date:
30% SLOPES ON
PROPERTY: C0
City Business Lic. No: 0
0 I _ 15s 5Z1
5/30 4/1
dk Describe the.scope,of work in detail: Cost of Proje t: $ 1
Proposed Use:
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
l61'
DIMENSIONS:
.21' cu /. z -5t /4/
# OF STORIES:
TOTAL HABITABLE SPACE:
U
MAIN FLOOR TO SQ.
FTG: 0f�
2 D FLOOR SQ. FTG:
V
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
ss AREA:
Z
FINISHED BASEMENT
SQ. FTG: D55
GARAGE SQ. FT,P:
-z- If 2—
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY: C0
# OF BEDRQDMS:
(�
CONSTRUCTION TYPE:
kni
HEAT SOURCE:
SEWER �SEPTIC?
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
SIGNATURE:
•Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 2/15/07
0 Check
❑ Mastercard
Expires:
DATE: DQE /7/ ZO/ 1
❑ VISA
VIN#:
Sciiiikane
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhatt@spokanevalley.org
•
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
O Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
O Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
O Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
O Insulation information
•
•
I-UUNL)A I IUN PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
Ihr BUIL DING DIMENSIONS: 2 3 /X Zi
GARAGE OPENING AND HEADER SIZE: /b , 373) / 7 or 5/5x./1 J
INDICATE THE LOCATION AND SUE OF ALL WINDOWS AND DOOR$ ON THE PLAN!
- ; ,'"0 � f7�IYL�
WIDTH
N
1
/ !
RIDGE UNE
r
/-W--/4-
1
•Y, _K •.. • - - - vV• ♦ • • w••
Please nate that white every effort Is made b assure the accuracy of the intonation contained in this brochure is
not warranted for accurst:y. Thi document IS not Intended to address all aspects or regulatory requirements for a
project and should serve as a slatting po for your investigation. For detailed information on a particular project,
permit, or cosh requirement refer directly „ fie' codefregutatory documents -or contact the
appropriate li on. 2c/ / /it
' I
NOISI 10 a A311VA 3�011.
' • • • S
3ONVI1d1100 3000 I10d 03M31A31:1
,calu
orURHi'G VHL.LG I E3uILLINL1 UtrAK I MtN 1
11707 E. Sprague Ayenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-686-0037
Following is a typical cross -seam kir a residential garage. It may not represent the proper project If you are using this detail
as a portion: of your plan submittal, pie canplete the requested infcrrnation in the boxes provided on both sides of this sheet
This or feted sheet, along with any adcronat information needs to be submitted with you appicatton and be on site et the time
of inspscbon.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE
• 5/B• TYPE'r GYP BOARD (HABITABLE SPACE ABOVE)
• 117' GYP BOARD (RESIDENCE/ATM, FLOOR/CBUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOUR OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 31r,
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
,SECTION A- t
NOTE
Diagonal wall bracing required on
each comer and every 25 feet of wad.
Wads within 3 feet of a property line or
Whin 6 feet of a chvellIng must be 1 hors
rated. (5/r type x gypsum sheathing
on both sides of wad). Opar>ings are not
permitted in these wags. Garages over
3.000 sq. R. require protection when
closer than 20 feet to the property line.
Parapets may be required.
ENGINEERED TRUSSrGiik
fblPFEIWIRIOID SP
x @ f O.C.
ROOFING MATERIAL
ROOFING PAPER
ROOF
SHEATHING
SOUD BLOCKING
BETWEEN.TRUSSES
WALL SHEATHING
SIDING
1
G MIN.
24" MIN.
1
DOUBLE TOP PLATE
WALL HEIGHT 8 If
2x / @►'o.c.
PRESSURE TREATED
SOLE PLATE
3-1r2' CONCRETE SLAB
6" MW.
6"x12'
FOOTING
ANCHOR BOLTS
1/2'k9' MK
(7- INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED AI
PER MANUFACTURER.
LOT 43
1811 N. Grady Lane
Prepared for: Don & Donna Gills
North
Scale: 1" = 20'
Home Manufacturer: Valley Quality 1 lames
Width: 26'8" Length: 60'0"
Resident approval of site plan
Signature
Signature
date
date
•••••••••
5/
GRADY LANE
3138
WALL CONSTRUCTION
MAX.
HEIGHT
10'
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER •
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
TT
MIN.3"x 11.25"NET HEADER
6' TO 18'
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3"O.C. TYP.
1000 LB STRAP OPPOSITE SHEATHING
1000 LB"
STRAP
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN.WIDTH =16"FOR ONE STORY STRUCTURE
�I MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO
°• STORY STRUCTURES
MIN. 2x4 FRAMING
f 3/8" MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
MIN./
DOUBLE
2x4 POST
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
SEE SECTION R602.10.3.3
rr
•I,I • •
TYPICAL PORTAL
FRAME
CONSTRUCTION k
•
FORA PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED, AND OCCUR •
WITHIN 24' OF MID- ••
HEIGHT. ONE
ROW OF ..I\
TYP. SHEATHING -TO -
FRAMING NAILING IS • •
REQUIRED. • •
IF 2x4 BLOCKING IS •
USED, THE 2x4'S MUST •
BE NAILED TOGETHER •
WITH 316D SINKERS
MIN. 1000 LB
TIE DOWN
DEVICE
I
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound f
MAX.
HEIGHT
10'
N.
FIGURE R602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
EXTENT OF HEADER (ONE BRACED WALL SEGMENT)
MIN. 3"x 11.25" NET HEADER
HEADER SHALL OCCUR AT TOP OF WALL
Th\
2' TO 18' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 811 COMMON
NAILS IN 3' GRID PATTERN AS SHOWN AND 320.C. IN
FRAMING AS SHOWN (STUDS AND SILLS) TYP.
MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON
BOTH SIDES OF OPENING PER TABLE R602.10.4.1.1
(INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEVATION)
HEADER SHALL BE FASTENED TO THE KING STUD WIT
6-16D SINKER NAILS
FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE
BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT. ONE
ROW OF TYP. SHEATHING -TO -FRAMING IS REQUIRED IN EACH
PANEL.
WOOD STRUCTURAL PANEL STRENGTH AXIS
MIN. (2) 2x4 TYP.
MIN. LENGTH BASED ON 4:1 HEIGHT -TO -LENGTH RATIO:
FOR EXAMPLE: 24" MIN. FOR 8' HEIGHT
BRACED
WALL
FSEGMENT
PER
R602.10.4
NO. OF
JACK STUDS
PER TABLE
R502.5(182)
TOP PLATE CONTINUITY IS
REQUIRED PER SECTION R602.3.2
MIN. 2.5"x 'Ad'PLATE WASHER
ANCHOR BOLT PER R403.1.6 TYP.
I I
I I
l 1
I. 1
SIDE
ELEVATION
16D SINKER
NAILS IN 2 ROWS
32 0.C.
1000 LB HEADER -
TO -JACK -STUD STRAP
ON BOTH SIDES
OF OPENING
7/%2 MIN.
THICKNESS WOOD
STRUCTURAL PANEL
SHEATHING
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE R602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE®