2015, 03-13 Permit App: BLD-2015-0492 Egress Windows Community Development Department (Staff Use Only)
- Permit Center
-f 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
SpoCITY kane Spokane Valley,WA 99206
Tel: (509) 720-5240 PERMIT FEE:
Valley® Fax: (509) 688-0037
,00svpermitcenter@spokanevaliev.orq
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
Q NEW CONSTRUCTION a� ADDITION/REMODEL LI ACCESSORY BUILDING
ID DECK LI OTHER
SITE ADDRESS: %9/ f// t X✓.
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION:
OWNER/APPLICANT (CHECK BOX,IF MAIN CONTACT❑):
NAME: l ?0 et'/t 4 1 //Qf�J�-S,D-J'�
ADDRESS: /7/D �" g l/ f /
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CITY: 3/0,(4;,--.4._ 1.„/(4- i STATE: r ZIP: �`7
PHONE: (6 c o ' ;,,�//It J FAX: ? r-2 "- 4f f EMAIL:-.](f/r or$e)✓6--- cc {./.
CONTACT NAME:
PHONE: FAX: \ EMAIL:
CONTRACTOR NAME (CHECK BOX,IF MAIN CONTACT iie., c>e,r, e,-.)/".. /1O /V
MAILING ADDRESS: in J)i_ C Jaip,i.
CITY: 511c6L/t2 STATE: 1,6ZIP:
PHONE: JCY (7 1
( /7/s. FAX: y,� -'1 2 if'- //4'4 EMAIL:64d ik—ys;.L 1GNr.:.,-(:C 157P---
CONTRACTOR LICENSE No.: EC/ t-,..o' i' rke(r' EXPIRES: CITY BUSINESS LICENSE/ NO.:
DESCRIBE TH! SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
J91--
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ZIO wQ H I# ****YOU MUST COMPLETE THE FOLLOWING****
LU W j MARK N/A IF NOT APPLICABLE
> He, t to(Beaku Dimensions: No. of Stories: Total Habitable
_ I_ LE Space:
W Main Flo Q FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
UFT: FT:
ll.l Gage SijFT: Deck/Covered Patio SQ Impervious Surface 30% Slopes on
cL FT: Area: Property:
i No . of B�owms: Construction Type: Heat Source: Sewer or Septic:
o TOTAL COSTaPF PROJECT: $ ca
i DISCLAIMER U)
-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 informatio lay be required to be�ub itted and subsequently approved before this application can be processed.
�t _i -, /U (/l fi --�,..� Date:
Signature �� l ��� /.y A�13//7
RESIDENTIAL BUILDING PLAN CHECKLIST �
CITY0FSpokane
❑ SITE PLAN (2 COPIES): Refer to Residential Site Plan Guide
Valley®
❑ MECHANICAL&VENTILATION FORM (2 COPIES):Available at www.spokanevalley.orq
❑ BUILDING PLANS(2 SETS): Drawn/drafted to scale with the information described below, as applicable:
(2012 International Residential Code references included in italicized text)
❑ ELEVATIONS 0 FLOOR PLAN of each level:
❑ Show front/rear/sides of proposed building ❑ Identify finished or unfinished areas
o Identify roof peak and wall height(incl. basement) ❑ Identify dimensions of each room
o Window&door location &sizes R310/R311
❑ FOUNDATION PLAN ❑Window well locations, if applicable R310.2
❑ Identify crawlspace, basement or slab on grade ❑ Label use of each room/area
❑ Footing sizes and locations R403.1.1 ❑Water heater location Chapter 24
❑ Horizontal &vertical reinforcement R404.1.2.2 ❑ Furnace location M1401/Chapter 24
❑ Supporting wood cripple walls or beams R602.9 ❑ Smoke/CO detector locations R314/R315
❑ Concrete foundation wall sizes 8404.1.2 ❑Whole house ventilation location R303/M1507.1
❑ Concrete pads supporting beams or girder trusses ❑ Exhaust fan locations R303/M1507.I
❑ Crawlspace ventilation R408 ❑Attic/crawl space access locations R408.4/R807.1
❑ Radon mitigation system IRC Appendix F ❑ Deck or concrete patio sizes and locations
❑ Fire resistant wall construction R302.6
❑ Braced wall panel locations/method R602.10
❑ FLOOR FRAMING PLAN of each level:
❑ Floor joist direction, size and spacing R502.3
0 MISCELLANEOUS CONSTRUCTION DETAILS
❑ Header, beam &concrete lintels R502.5/R611.8 Decks/Patios
❑ Floor plan with dimensions
❑ ROOF FRAMING PLAN ❑ Elevations (front-and side-view)
❑ Eng. truss direction/spacing/connection R802.10 ❑ Footings/posts/beam size and locations R403.1.1
❑ Rafter direction/spacing/connection R802 ❑Joist/decking direction/size/spacing R502.3
o Overframing R802 0 Fasteners/attachment to structure R507.1
❑ Ridge, eave and valley lines
O Header/girder/beam sizes and locations R502.5 Stairways (interior and exterior)
o Roof and ceiling slope ❑ Stair tread rise/run/nosing dimensions R311
❑ Roofing/underlayment/ice dam protection R901.1 ❑ Handrail height and picket spacing R311.7.8.1
❑Attic insulation/baffles/ventilation R806.1 ❑ Guard height and picket spacing R312
❑ BUILDING CROSS-SECTION DETAIL showing: 0 ENERGY CODE PACKET
❑ Roof ❑ download WA State Energy Code worksheets at:
❑ Ceiling www.wsu.edu/BuildingEfficiency/EnergyCode.aspx
❑Wall ❑ Prescriptive/Component Performance worksheet
❑ Floor(s) ❑ Glazing (window/skylight) schedule worksheet
❑ Foundation Wall ❑ Heating system sizing worksheet
❑ Footing
HELPFUL LINKS WHEN PREPARING YOUR CONSTRUCTION PLANS:
-International Code Council free eCode access: http://publicecodes.cyberregs.com/icod/index.htm
-Washington State Building Code Council: https://fortress.wa..gov/qa/apps/sbcc/Page.aspx?nid=14
-Spokane Valley Municipal Code: http://www.codepublishinq.com/wa/spokanevalley/
Exhibit A
FILE
CONSTRUCTION REMODELING
liii!
ADDITIONS
SERGEY STEFOGLO • (509) 979-4176 • 7122 E.JENNIE, SPOKANE, W ♦ Lie#: ELITE**998KQ
Project #e=1---D-"D:1,i5--01-16Cd
February 26, 2015 RECEIVED n
RE: Egress Windows MAR 1 3 2015
7104 E. 11th Ave.
Spokane, WA CSV PERMIT CENTER
SUB # —TT REV.
WE WILL PROVIDE; ALL --iii _ TERAL AND LABOR :3ND WILL DO
1 )LLO\\S:
1. Excavate, cut concrete and frame for two (2) egress windows on the N wall of the basement.
2. Furnish& install new metal standard window wells.
3. Furnish& install two (2) new 30"x44" vinyl, casement egress windows w/screens.
4. Furnish& install necessary trim from the inside and outside to finish.
5. Relocate sprinkle system line as necessary. REVIEWED FOR CODE COMP , CE
SPOKANE VALLEY BUILD! ' VION
• All waste,nails, and excess material will be cleaned up and disposed of upon completion.
• All work to be performed and applied in a professional manner.
TOTAL iN VE: _INT FOR THIS JOB IS:
$3,850.00
Plus Sale Tax
- Repair steps leading to the basement on S side of the house using treated wood lumber: +$735.00
*Note: All prices are preliminary and subject to change upon arising unforeseen circumstances,
building department requirements, and/or changes by client.
I
Permits are not include in the price. cM liOriS„e H- -#7
j all : A-IA, 41*(Z4 . 6• Gt.eer. 4 ter4c_at tzl i r.ik7 X15 t1 lts't"
Mmwr e-, 1 e14 K to or .2oI 2 ikiiradoi044§4 gos. eem
IJ frJ !pot,-1 1,41iU/ . rlu sT" Ot tom! Aezeg.piaNk.6 bdi l3 Id. 2
BUILDING PLANNING
R308.6.4 Screens with multiple glazing. When the be considered a garage and shall comply with the provisions
inboard pane is fully tempered,heat-strengthened or wired of this section for garages.
glass, a retaining screen meeting the requirements of Sec- Exception: Asphalt surfaces shall be permitted at ground
tion R308.6.7 shall be installed below the glass,except for level in carports.
either condition listed in Section R308.6.5.All other panes
in the multiple glazing may be of any type listed in Section The area of floor used for parking of automobiles or other
R308.6.2. vehicles shall be sloped to facilitate the movement of liquids
to a drain or toward the main vehicle entry doorway.
R308.6.5 Screens not required. Screens shall not be
required when fully tempered glass is used as single glaz- R309.3 Flood hazard areas. For buildings located in flood
ing or the inboard pane in multiple glazing and either of hazard areas as established by Table R301.2(1),garage floors
the following conditions are met: shall be:
1. Glass area 16 square feet (1.49 m2) or less. Highest 1. Elevated to or above the design flood elevation as
point of glass not more than 12 feet (3658 mm) determined in Section R322;or
above a walking surface or other accessible area, 2. Located below the design flood elevation provided they
nominal glass thickness not more than 3/16 inch (4.8 are at or above grade on at least one side, are used
mm), and(for multiple glazing only) the other pane solely for parking,building access or storage, meet the
or panes fully tempered,laminated or wired glass. requirements of Section R322 and are otherwise con-
2. Glass area greater than 16 square feet (1.49 m2). structed in accordance with this code.
Glass sloped 30 degrees(0.52 rad) or less from ver- R309.4 Automatic garage door openers.Automatic garage
tical,and highest point of glass not more than 10 feet door openers,if provided,shall be listed and labeled in accor-
(3048 mm) above a walking surface or other acces- dance with UL 325.
sible area. R309.5 Fire sprinklers.Private garages shall be protected by
R308.6.6 Glass in greenhouses. Any glazing material is fire sprinklers where the garage wall has been designed based
permitted to be installed without screening in the sloped on Table R302.1(2), Footnote a. Sprinklers in garages shall
areas of greenhouses, provided the greenhouse height at be connected to an automatic sprinkler system that complies
the ridge does not exceed 20 feet(6096 mm)above grade. with Section P2904. Garage sprinklers shall be residential
R308.6.7 Screen characteristics. The screen and its fas sprinklers or quick-response sprinklers,designed to provide a
density of 0.05 gpm/ft2. Garage doors shall not be considered
tenings shall be capable of supporting twice the weight of
the glazing, be firmly and substantially fastened to the obstructions with respect to sprinkler placement.
framing members, and have a mesh opening of no more
than 1 inch by 1 inch(25 mm by 25 mm). SECTION R310
R308.6.8 Curbs for skylights.All unit skylights installed EMERGENCY ESCAPE AND RESCUE OPENINGS
in a roof with a pitch flatter than three units vertical in 12 R310.1 Emergency escape and rescue required. Base-
units horizontal (25 percent slope) shall be mounted on a ments, habitable attics and every sleeping room shall have at
curb extending at least 4 inches(102 mm)above the plane least one operable emergency escape and rescue opening.
of the roof unless otherwise specified in the manufac Where basements contain one or more sleeping rooms,emer-
turer's installation instructions. gency egress and rescue openings shall be required in each
R308.6.9 Testing and labeling.Unit skylights and tubular sleeping room.Where emergency escape and rescue openings
daylighting devices shall be tested by an approved inde- are provided they shall have a sill height of not more than 44
pendent laboratory, and bear a label identifying manufac- inches (1118 mm) measured from the finished floor to the
turer, performance grade rating and approved inspection bottom of the clear opening.Where a door opening having a
agency to indicate compliance with the requirements of threshold below the adjacent ground elevation serves as an
AAMA/WDMA/CSA 101/I.S.2/A440. emergency escape and rescue opening and is provided with a
bulkhead enclosure, the bulkhead enclosure shall comply
with Section R310.3. The net clear opening dimensions
SECTION R309 required by this section shall be obtained by the normal oper-
GARAGES AND CARPORTS ation of the emergency escape and rescue opening from the
R309.1 Floor surface. Garage floor surfaces shall be of inside. Emergency escape and rescue openings with a fin-
approved noncombustible material. ished sill height below the adjacent ground elevation shall be
The area of floor used for parking of automobiles or other provided with a window well in accordance with Section
vehicles shall be sloped to facilitate the movement of liquids R310.2. Emergency escape and rescue openings shall open
to a drain or toward the main vehicle entry doorway. directly into a public way,or to a yard or court that opens to a
public way.
R309.2 Carports. Carports shall be open on at least two Exception: Basements used only to house mechanical
sides. Carport floor surfaces shall be of approved noncom equipment and not exceeding total floor area of 200 square
bustible material.Carports not open on at least two sides shall feet(18.58 m2).
58 2012 INTERNATIONAL RESIDENTIAL CODE®
BUILDING PLANNING
R310.1.1 Minimum opening area.All emergency escape R310.5 Emergency escape windows under decks and
and rescue openings shall have a minimum net clear open- porches. Emergency escape windows are allowed to be
ing of 5.7 square feet(0.530 m2). installed under decks and porches provided the location of the
Exception: Grade floor openings shall have a mini- deck allows the emergency escape window to be fully opened
mum net clear opening of 5 square feet(0.465 m2). and provides a path not less than 36 inches (914 mm) in
height to a yard or court.
R310.1.2 Minimum opening height. The minimum net
clear opening height shall be 24 inches(610 mm).
R310.1.3 Minimum opening width. The minimum net SECTION R311
clear opening width shall be 20 inches(508 mm). MEANS OF EGRESS
R310.1.4 Operational constraints. Emergency escape R311.1 Means of egress. All dwellings shall be provided
and rescue openings shall be operational from the inside of with a means of egress as provided in this section.The means
the room without the use of keys, tools or special knowl of egress shall provide a continuous and unobstructed path of
edge. vertical and horizontal egress travel from all portions of the
dwelling to the exterior of the dwelling at the required egress
R310.2 Window wells.The minimum horizontal area of the door without requiring travel through a garage.
window well shall be 9 square feet(0.9 m2), with a minimum
horizontal projection and width of 36 inches (914 mm). The R311.2 Egress door. At least one egress door shall be pro
area of the window well shall allow the emergency escape vided for each dwelling unit. The egress door shall be side
hinged,and shall provide a minimum clear width of 32 inches
and rescue opening to be fully opened.
(813 mm) when measured between the face of the door and
Exception: The ladder or steps required by Section the stop,with the door open 90 degrees(1.57 rad). The mini-
R310.2.1 shall be permitted to encroach a maximum of 6 mum clear height of the door opening shall not be less than
inches (152 mm)into the required dimensions of the win- 78 inches (1981 mm)in height measured from the top of the
dow well. threshold to the bottom of the stop. Other doors shall not be
R310.2.1 Ladder and steps. Window wells with a verti- required to comply with these minimum dimensions. Egress
cal depth greater than 44 inches (1118 mm) shall be doors shall be readily openable from inside the dwelling with-
equipped with a permanently affixed ladder or steps usable out the use of a key or special knowledge or effort.
with the window in the fully open position. Ladders or R311.3 Floors and landings at exterior doors. There shall
steps required by this section shall not be required to com- be a landing or floor on each side of each exterior door. The
ply with Sections R311.7 and R311.8. Ladders or rungs width of each landing shall not be less than the door served.
shall have an inside width of at least 12 inches(305 mm), Every landing shall have a minimum dimension of 36 inches
shall project at least 3 inches (76 mm) from the wall and (914 mm) measured in the direction of travel. Exterior land-
shall be spaced not more than 18 inches(457 mm)on cen- ings shall be permitted to have a slope not to exceed I/4 unit
ter vertically for the full height of the window well. vertical in 12 units horizontal(2-percent).
R310.2.2 Drainage. Window wells shall be designed for Exception:Exterior balconies less than 60 square feet(5.6
proper drainage by connecting to the building's foundation m2) and only accessible from a door are permitted to have
drainage system required by Section R405.1 or by an a landing less than 36 inches (914 mm) measured in the
approved alternative method. direction of travel.
Exception: A drainage system for window wells is not R311.3.1 Floor elevations at the required egress doors.
required when the foundation is on well-drained soil or Landings or finished floors at the required egress door
sand-gravel mixture soils according to the United Soil shall not be more than 11/2 inches (38 mm) lower than the
Classification System, Group I Soils, as detailed in top of the threshold.
Table R405.1.
Exception: The landing or floor on the exterior side
R310.3 Bulkhead enclosures. Bulkhead enclosures shall shall not be more than 73/4 inches (196 mm) below the
provide direct access to the basement. The bulkhead enclo- top of the threshold provided the door does not swing
sure with the door panels in the fully open position shall pro- over the landing or floor.
vide the minimum net clear opening required by Section
R310.1.1. Bulkhead enclosures shall also comply with Sec- Where exterior landings or floors serving the required
tion R311.7.8.2. egress door are not at grade, they shall be provided with
access to grade by means of a ramp in accordance with
R310.4 Bars,grilles,covers and screens.Bars,grilles,coy- Section R311.8 or a stairway in accordance with Section
ers,screens or similar devices are permitted to be placed over R311.7.
emergency escape and rescue openings,bulkhead enclosures, R311.3.2 Floor elevations for other exterior doors.
or window wells that serve such openings,provided the mini Doors other than the required egress door shall be pro-
mum net clear opening size complies with Sections R310.1.1 vided with landings or floors not more than 73/4 inches
to R310.1.3, and such devices shall be releasable or remov (196 mm)below the top of the threshold.
able from the inside without the use of a key, tool, special
knowledge or force greater than that which is required for Exception: A landing is not required where a stairway
normal operation of the escape and rescue opening. of two or fewer risers is located on the exterior side of
2012 INTERNATIONAL RESIDENTIAL CODE® 59