2014, 10-02 Permit App: BLD-2014-2379 Addition Community Development Department (Staff Use Only)
Permit Center
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
S1TY OF
Spokane Valley,WA 99206
pTel: (509) 688-0036 PERMIT FEE:
Valley® Fax: (509) 688-0037
permitcenter@spokanevallev.or4
41i
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
NEW CONSTRUCTION 1g ADDITION/REMODEL CCESSOR Y BUILDING
DECK OTHER Project .;- i---t7200(4-?37
SITE ADDRESS:
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: H E C E I V E D
BUILDING OWNER NAME: ;rt j
NAME: /C" =�� fes/ CSV PERMIT CENTER
ADDRESS: ) G
S U EV
�CITY: ,/I v N , .' STATE: `/f . - 4g-- _...�_-___
PHONE: j ' — 4/i -r� � FAX: CELL:
CONTACT NAME: t J�92- '
PHONE: FAX: CELL:
CONTRACTOR NAME: .
MAILING ADDRESS:
CITY: STATE: ZIp:
PHONE: • FAX: CELL:
CONTRACTOR LICENSE No.: - EXPIRES: CITY BUSINESS LICENSE NO.:' •
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
4 addit-io -) ramp , k6 /.-7qe4- J7e(na,(/
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak: Dimensions: No.of Stories: Total Habitable
Space:
Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
FT: FT:
Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on
FT: Area: Property:
No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic:
TOTAL COST OF PROJECT: $ • �j c4��
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 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 .;���,, 7 ,7--("</ Date: /‘ /$/
Updated 1-11-11 Page 1 of 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit -_Residential_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 ❑ Setbacks to property lines
❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings
❑ Proposed/existing buildings(footprint and dimensions) ❑ Right of way/easement location &sizes
❑ Utilities, septic tank/drain field locations and distances ❑ 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 ❑ Supporting wood cripple walls or beams
❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting
❑ Crawlspace ventilation 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 ❑ Ridge, eave and valley lines
❑ Rafter and over frame direction, size and spacing ❑ Beam and girder size and location
❑ Wall Section Detail including:
Roof
❑ Slope/roofing material/underlayment/ice dam protection ❑ Truss or rafter size, spacing &connection
❑ Sheathing size and type ❑Attic insulation/air space baffle/ventilation
Ceiling
❑Joist size and spacing ❑ Size of ceiling gypsum wall board
Wall
❑ Height/top plate/stud size and spacing/sole plate ❑ Siding/exterior house wrap/anchor bolts
❑ Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board
Floor
❑Joist size and spacing ❑ Sheathing or concrete floor size/insulation
Foundation Wall
❑ Concrete or Masonry unit width ❑ Footing bottom to finished ground level depth
❑ Earth to wood separation distance ❑ Horizontal&vertical reinforcement if any
Footing
❑ Size ❑ Reinforcement if any
Radon
❑ Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations
❑ Floor Joist/decking direction, size and spacing
❑ Stairway tread rise& run and nosing 0 Handrail/Guard height&spacing
I City
Of Project n tq-P-X iqL' J7r
SPOKANE
VALLEY BUILDING DEPARTMENT . RECEIVED
11707 E.Sprague Avenue#106,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037
CCT 022014
Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you ard".uyinlii tii1 I T CENTER
as a portion of your plan submittal,please complete the requested information in the boxes provided on both sidesido '
This completed sheet,along with any additional information needs to be submitted with your apilication arts bB-on s _ , .> ,.._. REV. - L______I
of inspection.
PROTECTION AND OPENINGS BETWEEN NOTE:
DWELLINGS AND PRNATE GARAGES SHALL HAVE: Diagonal wall bracing required on
each corner and every 25 feet of wall.
1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour .
•5/8"TYPE"X"GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8"type•X"gypsum sheathing
"1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) on both sides of wail). Openings are not
2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over
SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft.require protection when
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 closer than 20 feet to the property line.
OR 20 MINUTE FIRE RATED DOORS. Parapets may be required.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM ENGINEERED TRUSS OR
400 SQ.FT.TO 3000 SQ.FT. RAFTER SIZE AND SPACING YIe r
x @ O.C. d'U G7
SECTION A-A
COMP' ROOFING MATERIAL
,.._ROOFING PAPER LH 6
N.
��0 &ii0OF ..--'4 1 I 0' IS1
SHEATHING
- DOUBLE TOP PLATE
.s� _ ,. • . ,• ..'+• Ili=1111 1(
==1-fi -' " .. .. • IlitaiiiII- SOLID BLOCKING WALL HEIGHT 3 _o
1._LI�_ .mil ® BETWEEN.TRUSSES
I I allb 24"MIN.
(2)#4 REHAB_'. -'': Yila42.WALL SHEATHING // ^
1-12-1 \--zx 1.0 @ 1la o.c. I c A,I6tiys,
SIDING
PRESSURE TREATED
SOLE PLATE
.4 .41 ..4 . .�•l• . ;'L'----r
1 _, 3-1/2'CONCRETE SLAB -1100 b
,z-:-_,_-_,.. : •,• • 6"MIN. 6"MIN. ��
➢III'= ' _ �, •••4. _ .,\
I51111If3 JII!11 11111 1 11111 011 -: __>` i
=IIIII 11111. ' • II-III) =1111Ar.• ANCHOR BOLTS
h, ,;d : al lil= 24"MIN. 24"MIN. 6"MIN i 1 1/2"x9"MIN. rani
• FP. (7"INTO CONCRETE) , v
' \ $ ' 6'O.C.OR APPROVED y)1
1...120-,. .1 (2)#4 REBAR 6"x12" ANCHOR INSTALLED / ' ' -
FOOTING PER MANUFACTURER. -67
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS:
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH
RIDGE LIME
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IA
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d t J
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I I I
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Please note that while every effort is made to assure the accuracy of the information 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.
• • APPENDIX F
TYPICAL SUBSLAB DEPRESSURIZATION ' PASSIVE RADON SYSTEM VENTED
PASSIVE RADON SYSTEM THROUGH SUMP
* A.0 0
*
j
.4 oi s ,oi 1 41144
LIVING AREA LIVING AREA
GRADE MB GRADE MI
GRAVEL GRAVEL
BASEMENT BASEMENT
POLYETHYLENE SUMP POLYETHYLENE
SLAB SHEETING SLAB COVER SHEETING
v,imho
IME Ca8?VgLi'
SUMP PIT
PASSIVE RADON SYSTEM USING SUBMEMBRANE DEPRESSURIZATION SYSTEM
DRAIN TILE LOOP FOR CRAWL SPACE
* *
1 •
100011,111 . 11116h4
,°11 °Ili-
lil
LIVING AREA
111 LIVING AREA
GRADE
GRAVEL
BASEMENT
POLYETHYLENE
SLAB SHEETING
A CRAWL SPACE
PERFORATED
o,o,� GRADE POLYETHYLENE DRAIN TILE
_ GRAVEL SHEETING
DRAIN TILE LOOP 1I---i�' ,
•
FIGURE AF102
RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
2012 INTERNATIONAL RESIDENTIAL CODE® 827
. , .
Saline ` . . .
.,,,,00Valley
EMERGENCY ESCAPE AND RESCUE
EGRESS WINDOW
*Minimum 20"wide clear opening
*Minimum 24"high clear opening
*Minimum 5.7 sq ft openable area
**5.0 sq ft minimum @ grade floor
*Top of sill maximum of 44" above finished floor
1 i 34"CLEAR it
20"MIN
MIN
/ ' / \
OPENABLE
�' AREA •
\\5.7 SQ FT MIN 41"CLEAR •• r/
(5.0 SQ FT MIN �
• ,
GRADE
FLOOR) OPENABLE AREA 24"CLEAR
5.7 SQ FT MIN MIN
•\ (5.0 SQ FT MIN
• GRADE FLOOR)
MINIMUM SIZE MINIMUM SIZE WINDOW
WINDOW FOR 20 IN. FOR 24 IN.CLEAR HEIGHT
CLEAR WIDTH
SILL HEIGHT
44'MAX
FLOOR
Grade floor opening is a window or other openings located such that the sill height of
the opening is not more than 44" above or below the finished ground level adjacent to
the opening.
WINDOW WELL LADDER EGRESS
*Minimum 36" x 36" *At least 12" in width
*Minimum 9 sq ft clear floor area *Rungs not more than 18" on center
*Top of wall a maximum of 44" above *Minimum 3" toe space
the floor of the well *Permanently fixed
*A guardrail is not required unless an *Non-combustible
exit way adjoins the well. *Shall extend to top of wall
*Provide drainage
DEEP WELLS
*If the top of the window well wall is more
than 44" above the floor of the well, either
a permanently fixed ladder or stair egress
is required.
*The ladder or stair may encroach a maximum
of 6"into the required clear floor space.
LADDER OR STAIR PERMITTED
NET CLEAR DIMENSIONS WHEN TO ENCROACH MAXIMUM OF
FULLY OPENED TO PROVIDE 6 INCHES INTO REQUIRED
9 SQUARE FEET OF OPENING-\ DIMENSIONS
WINDOW WELL
�..Q '
LADDER OR STAIR \\\\ I ///
REQUIRED _ ,///�
\\\ I 36'MIN
\\ '///\
EMERGENCY ESCAPE
/// OR RESCUE OPENING \\V///\\ '///\\\\////\\\\'///\\\"/// \\\'///
`\\ WITH FINISHED SILL
'/// HEIGHT BELOW
\\\'///'\\\'///\ ADJACENT GRADE
\\\\ 4 36'MIN
%//\
\\\\\\w///\\\"///\\\\
*Where bars, grills, covers, screens or similar devices are installed over emergency
escape and rescue openings, they must be openable from the inside without the need
of special knowledge or special tools, and the force to open them may not be greater
than that required of the opening itself.
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1€6:YREVIEWED FOR CODE COMPLIANCE
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