2013, 05-09 Permit App: BLD-2013-0840 Fire Damage Rebuild Garage20/3 '-On' munity Development Department
P rmit Center
11703 East Sprague Avenue, Suite B-3
*dime Tel: (509) 688-0036
Spokane Valley, WA 99206
Valley 1' Fax: Fitcen688-0037
oerFax:
(509) @sookanevallev.orq
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
El ACCESSORY BUILDING
(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
El NEW CONSTRUCTION 0 ADDITION/REMODEL
g DECK Q OTHER
SITE ADDRESS: (I (II 5. ST. CN44..t-6S
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION:
BUILDING OWNER NAME: C (-1i& .S NLG-Gt2
NAME:
ADDRESS:
CITY:
c N/Lz:45 )-+.2"--4-4-6g-
ADDRESS: -4-4-6 2
STATE: ZIP:
PHONE:
FAX: CELL:
CONTACT NAME:
PHONE:
FAX: CELL:
CONTRACTOR NAME: ZGotJ c0h%5`r/L.�GT1-9�
MAILING ADDRESS: / OOO A . 60," C.7 .
CITY•
PHONE:
STATE: zD ZIP: S__3/
09& a(oa.- 7/ /O FAX:OR)a�a-�3r5
CELL: (Q) 8a5
CONTRACTOR LICENSE No.: ZC9tocc_ % 3 ;JEXPIRES: (/—/—/3 CITY BUSINESS LICENSE NO.:
GttG
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:
Dimensions:
22— a9
No. of Stories:
/ (( .
Total Habitable
Space:
Main Floor SQ FT:
Upper Floor SQ FT:
Unfinished Basement SQ
FT:
Finished Basement SQ
FT:
Garage SQ FT:
/ C(9
Deck/Covered Patio SQ
FT:
Impervious Surface
Area:
30% Slopes on
Property:
No. of Bedrooms:
Construction Type:
Heat Source:
Sewer or Septic:
TOTAL COST OF PROJECT: $ (�(/ 0O(c)
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The City of
Spokane Valley permit is no a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
information may be require to be submitted andel subsequently approved before this application can be processed.
Signature - Date: .� 9 /3
Updated 1-11-11 Page 1 of 1
http: //www. spokaneva I ley.org/fi lestorage/ 124/938/210/948/ 1496/Building_Perm it_ -_Res identi a l_11-11-11.doc
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
❑ SITE PLAN
❑ Property lines and dimensions
❑ Direction arrow pointing North and orientation to streets
❑ Proposed/existing buildings (footprint and dimensions)
❑ Utilities, septic tank/drain field locations and distances
❑ Setbacks to property lines
❑ Distance between buildings
❑ Right of way/easement location & sizes
❑ Driveway approach size and location
BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations (Front/Rear/Sides) with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
❑ Footing sizes and locations
❑ Perimeter concrete foundation wall sizes
❑ Crawlspace ventilation
❑ Supporting wood cripple walls or beams
❑ Thickened concrete pads supporting
beams or girder trusses
❑ Floor Plan of each level (finished or unfinished) with dimensions:
❑ Floor Joist direction, size and spacing ❑ Window and door location and sizes
❑ Header, beam or concrete lintel sizes ❑ Window well locations if applicable
❑ Brace wall panel locations ❑ Room usage labels
❑ Water heater and furnace locations ❑ Smoke detector locations
❑ Exhaust fan locations ❑ Attic and crawl space access locations
❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction
❑ Roof Plan:
❑ Engineered truss direction and spacing
❑ Rafter and over frame direction, size and spacing
❑ Wall Section Detail including:
Roof
❑ Slope/ roofing material/ underlayment/ ice dam protection
❑ Sheathing size and type
Ceiling
❑ Joist size and spacing
Wall
❑ Height/ top plate/ stud size and spacing/ sole plate
❑ Exterior sheathing size and type
Floor
❑ Joist size and spacing
Foundation Wall
❑ Concrete or Masonry unit width
❑ Earth to wood separation distance
Footing
❑ Size
Radon
❑ Passive system with 6mi1 vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/ side view/ dimensions
❑ Floor Joist/ decking direction, size and spacing
❑ Stairway tread rise & run and nosing
❑ Ridge, eave and valley lines
❑ Beam and girder size and location
❑ Truss or rafter size, spacing & connection
❑ Attic insulation/ air space baffle/ ventilation
❑ Size of ceiling gypsum wall board
❑ Siding/ exterior house wrap/ anchor bolts
❑ Insulation, vapor barrier, gypsum wall board
❑ Sheathing or concrete floor size/ insulation
❑ Footing bottom to finished ground level depth
❑ Horizontal & vertical reinforcement if any
❑ Reinforcement if any
❑ Active system with 6 mil vapor barrier
❑ Footings/ post/ and beam size and locations
❑ Handrail / Guard height & spacing
PLANNING DEPT. (1,PPROVED
BY:
DATE: 519 /2-0/3
5 9 77//7/./ 5
&e, 2e/3 • 0
16-D
2Q a
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you are using this detail
as a portion of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any additional information needs to be submitted with your apllication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
* 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE)
' 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8",
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wail.
Walls within 3 feet of a property Zine or
within 6 feet of a dwelling must be 1 hour
rated. (5/8" type "X" gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property line.
Parapets may be required.
ENGINEERED TRUSS OR
RAFTER SIZE AND SPACING
a -c x . @ .ti'i O.C.
GDM P, ROOFING MATERIAL
FROOFING PAPER
2`-`i t''O() ROOF
04297 SHEATHING
0M -1171c a5" -
SOLID BLOCKING
BETWEEN.TRUSSES
24" MIN.
6" MIN.
24"MIN.
(2) #4 REBAR
6 OOS F WALL SHEATHING f
7—(/ I
6,005F SIDING
6" MIN.
DOUBLE TOP PLATE
WALL HEIGHT 8"'
PRESSURE TREATED
SOLE PLATE
3-1/2" CONCRETE SLAB
24" MIN. 6" MIN.�IIIII
6"x12"
FOOTING
ANCHOR BOLTS
1/2"x9" MIN.
(7" INTO CONCRETE)
6' 0. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: ,;Q�C�'Z
GARAGE OPENING AND HEADER SIZE: / C
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
z
w
J
0
>R LU G E UNE-- ---
WIDTH
L
1
Please note that while every effort is made to assure the accurac .f the nformation contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
WALL CONSTRUCTION
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER •
SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)
MAX.
HEIGHT
10'
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
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
r
r-.
TYPICAL PORTA`
FRAME
CONSTRUCTION (y
FORA PANEL SPLICE •
(IF NEEDED), PANEL •
EDGES SHALL BE
BLOCKED, AND OCCUR
WITHIN 24' OF MID -
HEIGHT. ONE ROW OF
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
L..
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound f. — . N.
FIGURE R602.10.3.3
METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS
MAX.
HEIGHT
10'
EXTENT OF HEADER (TWO BRACED WALL SEGMENTS)
EXTENT OF HEADER (ONE BRACED WALL SEGMENT)
MIN. 3"x 11.25" NET HEADER
HEADER SHALL OCCURAT TOP OF WALL
I
2' TO 18' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3' GRID PATTERN AS SHOWN AND 3' O.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
8-160 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
/
V PER TABLE
R502.5( &2)
TOP PLATE CONTINUITY'S
REQUIRED PER SECTION R602.3.2
MIN. 2.5"x'hs"PLATE WASHER
ANCHOR BOLT PER R403.1.6 TYP.
SIDE
ELEVATION
16D SINKER
NAILS IN 2 ROWS
3. 0.C.
1000 LB HEADER -
T0 -JACK -STUD STRAP
ON BOTH SIDES
OF OPENING
°hs' MIN.
THICKNESS WOOD
STRUCTURAL PANEL
SHEATHING
For SI: 1 inch = 25.4 mrn, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE 8602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE°
Main Level
MILLER-CHRIS2
• Main Levet
5/9/2013 Page: 1
Basement
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11' 9"
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19'6"
5/9/2013
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Basement
Page: 2
Garage
MILLER-CHRIS2
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5/9/2013
w.
Garage
Page: 3
Roof
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REVI
SP
D L COMPLIANCE
VALLEY DU LDING DIVISION
CITY COPY