2013, 09-23 Permit App: BLD-2013-1918 Residence Immunity Development Department ,"' (Staff Use Only)
ivovioarmit Center
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
sjoi > Tel: ane(50 ) 6le- W03 99206
Tel: (509) 688 0036 PERMIT FEE:
Valley Fax: (509) 688-0037
permitcenter@spokanevallev.orq ftp a\o f s '
igi 's
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
nj NEW CONSTRUCTION 0 ADDITION/REMODEL EACCESSORY BUILDING
MI DECK EOTHER
SITE ADDRESS: a 4z 1 , :"::::/.5r I'`i 1'' 66.1_,2
ASSESSORS PARCEL NO.: 4 254 , 094 (LEGAL DESCRIPTION: LOT 4, <56. ?L , Mc..)r,1i4 tc4
:,� !c
BUILDING OWNER NAME:
NAME: /O) lr„ vVVU
ADDRESS: 43 Z -,.?, ( c / s C-�
CITY: J C)/< GC.Q Y /Ze,G STATE: NA" ZIP: . ig261
261�
PHONE: (�04i) /I-g//2 FAX: CELL: (. ',`Z?1) 7
CONTACT NAME:
PHONE: FAX: o"""tECC:_,,._�vw
CONTRACTOR NAME: Project #_ f ) —1 671
REGEIVtii
MAILING ADDRESS: •
L �
CITY: STATE: SEP 2 3 nitl
PHONE: FAX: CELL: CENTER
PEA1 T i CENTER
CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.1
�1��3 t REV. 41- I
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE ROPOSED'k
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak: Dimensions: , / No. of S rigs: Total Habitable. ,
217'- 3` /24 K3 l W,r 106.6.eM t Space: f55-`f.
Main Floor SQ FT: z--1-1 Upper Floor SQ FT: Unfinished Z77 ent SQ Finished Basement SQ
C) FT: 0
Garage SQ FT: Al- Deck/Covered Patio SQ Impervious Surface 30%Slopes on
ela FT: 4 Area: Property: 0
No. of Bedrooms: i Construction Type: Heat Source: A. 645 Sewer or Septic: 'QuJet
TOTAL COST OF PROJECT: $
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 cod are available for review at the City of Spokane Valley Permit Center. 5) The City of
Spokane Valley permi s no permit or approval for ny violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
information may be r red to be submitted and subs uently r ved before this application can be processed.
.(, Z
Signature f ,� ' Date: 3
Updated 1-11-11 Page 1 of 1
http://www.spoka nevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc
e wiik nom
RESIDENTIAL CHEC. LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
o SITE PLAN
o Property lines and dimensions o Setbacks to property lines
o Direction arrow pointing North and orientation to streets o Distance between buildings
o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes
o Utilities, septic tank/ddrfiaiin{field locations and distances o Driveway approach size and location
BUILDING PLANSETS) (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):
o Footing sizes and locations o Supporting wood cripple walls or beams
o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting
o Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
o Floor Joist direction, size and spacing o Window and door location and sizes
o Header, beam or concrete lintel sizes o Window well locations if applicable
o Brace wall panel locations ❑ Room usage labels
o Water heater and furnace locations o Smoke detector locations
o Exhaust fan locations o Attic and crawl space access locations
o Deck or concrete patio sizes and locations o Fire Wall construction
❑ Roof Plan:
o Engineered truss direction and spacing o Ridge, eave and valley lines
o Rafter and over frame direction, size and spacing o Beam and girder size and location
❑ Wall Section Detail including:
Roof
o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection
o Sheathing size and type o Attic insulation/air space baffle/ventilation
Ceiling
o Joist size and spacing o Size of ceiling gypsum wall board
Wall
o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts
o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board
Floor
o Joist size and spacing o Sheathing or concrete floor size/insulation
Foundation Wall
o Concrete or Masonry unit width o Footing bottom to finished ground level depth
o Earth to wood separation distance o Horizontal &vertical reinforcement if any
Footing
o Size o Reinforcement if any
Radon
o Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
o Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations
o Floor Joist/decking direction, size and spacing
0 Stairway tread rise &run and nosing 0 Handrail/Guard height&spacing
Prescriptive Energy Code Coitiorotance for All Climate Zones in Washingtd'tf'
Project Information Contact Information
Dave Wall residence Dave Wall
24245 Starlight Lane 509 954-5394
Spokane Valley
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed.In addition,based on the size of the structure,the appropriate
number of additional credits ar checked as c sen by the permit applicant.
Authorized Representative L� Date ///0"5' /I
All Climate Zones
R-Value' U-Factor°
Fenestration U-Factor° n/a 0.30
Skylight U-Factor n/a 0.50
Glazed Fenestration SHGC°'e n/a n/a
Ceiling 49' 0.026
Wood Frame Wall9 21 int 0.056
Mass Wall R-Valu& 21/21" 0.056
Floor 30g 0.029
Below Grade Wall°" 10/15/21 int+TB 0.042
Slab°R-Value&Depth 10,2 ft n/a
*Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the
International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the
following minimum number of credits:
01.Small Dwelling Unit: 0.5 points
Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of
fenestration area. Additions to existing building that are less than 750 square feet of heated floor area.
02.Medium Dwelling Unit: 1.5 points
All dwelling units that are not included in#1 or#3, including additions over 750 square feet.
03.Large Dwelling Unit: 2.5 points
Dwelling units exceeding 5000 square feet of conditioned floor area.
Table R406.2 Summary
Option Description Credit(s)
` la Efficient Building Envelope 1a 0.5 0
lb Efficient Building Envelope lb 1.0 0
1c Efficient Building Envelope 1c 2.0 0
2a Air Leakage Control and Efficient Ventilation 2a 0.5 0
2b Air Leakage Control and Efficient Ventilation 2b 1.0 0
2c Air Leakage Control and Efficient Ventilation 2c 1.5 0
3a High Efficiency HVAC 3a 0.5 0 0.5
3b High Efficiency HVAC 3b 1.0 0
3c High Efficiency HVAC 3c 2.0 0
3d High Efficiency HVAC 3d 1.0 0
4 High Efficiency HVAC Distribution System 1.0 0 1.0
5a Efficient Water Heating 0.5 0
5b Efficient Water Heating 1.5 0
6 Renewable Electric Energy 0.5 I*1200 kwh 0.0
Total Credits 1.50
*Please refer to Table R406.2 for complete option descriptions
http://www.energy.wsu.edu/Documents/201r/020Res%20Energv.pdf
Simple Heating System Size:Washir on State *woo
This heatina system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Enerav Code(WSEC)and ACCA Manuals J
and S.This calculator will calculate heatina loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads.
The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The
incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC.
Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some
values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)
956-2042 for assistance.
Project Information Contact Information
Dave Wall Residence
Heating System Type: •au other Systems °Heat Pump
To see detailed instructions for each section,place your cursor on the word'Instructions"
Design Temperature
Instructions Design Temperature Difference(OT) 66
Spokane AP v * AT=Indoor(70 degrees)-Outdoor Design Temp
Area of Building
Conditioned Floor Area
nstructions Conditioned Floor Area(sq ft) 4,554
Average Ceiling Height Conditioned Volume
Instructions Average Ceiling Height(ft) ( 10.0 45,540
Glazing and Doors U-Factor X Area = UA
Instructions
0.30 393 117.84
Skylights U-Factor X Area = UA
Instructions 0.50 1 0.50
Insulation
Attic U-Factor X Area = UA
Instructions ; R-49 L-[ 0.026 2,277 59.20
Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA
Instructions No Vaulted Ceilings In this project. "—
Above Grade Walls(see Figure 1) U-Factor X Area UA
Instructions R-21 Intermediate 0.056 1,970 110.32
Floors U-Factor X Area UA
Instructions `;No Floors above unconditioned spaces. ``
Below Grade Walls(see Fra re v U-Factor X Area UA
Instructions R-21 Interior I w'' 0.042 1,684 70.73
Slab Below Grade(sea F47,..1) F-Factor X Length UA
InstructionsR-S Thermal Break at slab edge Ir 0.570 213 121.41
Slab on Grade(see Rolm 1) F-Factor X Length UA
Instructions -.. -- 0
No Slab on Grade to this project. V
vac,
Location of Ducts
Instructions Duct Leakage Coefficient
i,„„Conditioned Space V
1.00
Sum of UA 480.00
Envelope Heat Load 31,680 Btu 1 Hour
Figure 1. Sum of UA
Air Leakage Heat Load 32,461 Btu/Hour
VolumeX 0.6XATX.018
Abov.Gnda Building Design Heat Load 64,141 Btu/Hour
Air Leakage+Envelope Heat Loss
Building and Duct Heat Load 64,141 Btu/Hour
Ducts In unconditioned space:Sum of Building Heat Loss X 1.10
Ducts in conditioned space:Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 89,797 Btu/Hour
Building and Duct Heat Loss X 1.40 for Forced AirFurnace
Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13)
Simple Heating System Size:Washin State r+✓
This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J
and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads.
The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The
incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC.
Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some
values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)
956-2042 for assistance.
Project information Contact Information
Dave Wall Residence
Heating System Type: •An other Systems OHeat Pump
To see detailed instructions for each section,place your cursor on the word'Instructions".
Design Temperature
Instructions Design Temperature Difference(AT) 66
Spokane AP w AT.indoor(70 degrees)-Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area(sq ft) I 4,554 I
Average Ceiling Height Conditioned Volume
Instructions Average Ceiling Height(ft) I 10.01 45,540
Glazing and Doors U-Factor X Area = UA
Instructions
0.30 393 117.84
Skylights U-Factor X Area = UA
Instructions 0.50 I 1 I 0.50
Insulation
Attic U-Factor X Area = UA
Instructions R-49 i iil 0.026 2,277 59.20
Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA
Instructions No Vaulted Ceilings In this project. ---
.
Above Grade Walls(see Rouse 11 U-Factor X Area UA
Instructions " 0.056 1,970 110.32
R-21 Intermediate w-fl
Floors U-Factor X Area UA
Instructions
No Floors above unconditioned spaces. w
Below Grade Walls(see Fissure 11 U-Factor X Area UA
Instructions Interior I v 14 0.042 1,684 70.73
Slab Below Grade(magNoun,*) F-Factor X Length UA
Instructions R-S Thermal Break at slab edge 0.570 I 213 121.41
Slab on Grade(sea Fra„R*1 F-Factor X Length UA
Instructions No Slab on Grade in this project. 0
imesamemmimmossomposainsm
Location of Ducts
Instructions Leakage Coefficient
Conditioned Space 1.00
Sum of UA 480.00
Envelope Heat Load 31,680 Btu/Hour
Figure 1. Sum ofUAXAT
Air Leakage Heat Load 32,461 Btu/Hour
...0111111111111 VolumeX 0.BXATX.018
Aho*Grade Building Design Heat Load 64,141 Btu/Hour
" Air Leakage+Envelope Heat Loss
Building and Duct Heat Load 64,141 Btu/Hour
Ducts In unconditioned space:Sum of Building Heat Loss X 1.10
Ducts in conditioned space:Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 89,797 Btu/Hour
Building and Duct Heat Loss X1.40 for Forced Alr Furnace
Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13)
Project # SIA)" 0( —i q lg
RECEIVED d_t_
SEP 2 3 2013
CSV PERMIT CENTER
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•
INTERNATIONAL RESPENTIOWL CGDE FOR OSE AND TWO-STORY
MINES 1006 AMMON. I:
1
3
w'-•`/DATIONS NIL, `ITIONg DRYWALL. 1100FING/CEILING Cn"'°TRUCTION WALL BRACING
• ATTENTION oacrete and meeonry foundation walla 401.4 ata •
I.The 2006 IRC section 809.2 states that the garage shall be 1. Asphalt shingles. installed according to manufacturer's IRC Table 10602.10.5.Length :meats for braced wall
• t..._rate and masonry foundation walls shall be selected and In areas.,aely to have expansive,compressible,shifting or other ssperated from the residence end Its attic ares by not lees than 3Y specifications over app.. .d 34'plywood or ORB sheathed roofs. panels In a continuously shea. _La
• ALL CONSTRUCTION SHALL BE WITH FULL constructed in accordance with the provisions of this section or in- unknown soil characteristics,the building official shell determine • GAYS.applied to the garage side.Garages beneath habitable rooms Two layers of underleyment cemented together or of e
COMPLIANCE WITH THE INTERNATIONAL RESIDENTIAL accordance with ACI 818,ACI882,NCMA TR68-A or ACI 530/ASCE whether to require a soil test to determine the soil's characteristics at shell be separated from all habitable rooms above by not less than self-adhering polymer modified bitumen sheet shall be seed in Mia length of Max.opening height
CODE FOR ONE AND TWO-FAMILY DWELLINGS 2008 6/TMS 402 or other approved structural standards.When ACI 318, aparticular location.This test shall be made byan approved agency lieu of normal ucderlayment.It shall extend from the cave's braced wall panel next to b.w.panel
PP e Y f^ -Typn Xa G.W.B. e trust re Where tge he separa is e
•
ADDITION. ACI 882 or ACI 690/ASCE 6/TMS402 or the provisions of this, using ea approved method. floor-ceiling'Typassembly,the structure supporting the aratio is shall edge to a point at least 24'inside the exterior wall line of the 9'well 9'well 10'wall 1%of well height)
• section are used to design canereke or masonry foundation walla, building. 48' 54' 60' 100%
401.4.1 Geotechnical evaluation. also be protected by not lees than 35'G.W.B.or equivalent.Enclosed
• INTERNATIONAL RESIDENTIAL CODE IS A STAND-ALONE project drawings,typical details and specifications are not required In lieu of a complete geotechnieel evaluation.the load-bearing values accessible space under stairs shall be protected on the enclosed side 82' 38' 40" 86%
CODE.WASHINGTON STATE WILL CONTINUE TO to bear the seal of the architect or engineer responsible for design, in Table 84014.1 shall be assumed. with 35'G.W.B.(5311.2.21. 2. Shingles shall not be installed on roof pitches lees than 3:12. 24" 27' 80' 66%
FOLLOW: • unless otherwise required by the state law of the jurisdiction having TABLE 10401.4.1 Shingles can be Installed on pitches as low as 2:12 if two layers
UNIFORM PLUMBING CODE authority. PRESUMPTIVE LOAD-BEARING VALUES OF 2.Single-ply application. All edges and ends of gypsum wallboard of type 15 felt are applied shingle fashion. Exterior braced walls to be located at each end and at least
NATIONAL ELECTRICAL CODEFOUNDATIONS MATERIALS' shall occur on the framing members,except those edges and ends every 25 feet on center but not lees than 16%of braced
. 4041.1 Masonry foundation wells.• • which are perpendicular to the framing members. All edges and ends 8. Wood shingles and shakes for roofs shall bear the label of an wall line.Braced wall lines shall be continuously sheathed
•
LOAD-ERASING
• OWNER,CONTRACTOR AND SUB-CONTRACTORS SHALL Concrete masonry and clay masonry foundation walls shall be ygg,Iggpggof gypsum wallboard shall be in moderate contact except in concealed approved inspection bureau or agency. with 7/Ig' APA RATED SHEATHING 24/16 exposure 1,as a
VERIFY ALL CONDITIONS ON WORKING DOCUMENTS constructed as set forth in Tables 5404.1.101,84041.1(2),10404.L3(8) :some.pm apace"where fire-resistant construction or diaphragm action is not '
pontinuonsiv sheathed wall,Install panels with long
or 5404.1.1(4)and shall oleo comply with the rovislone of section CLAM of MATERIAL Or
4. Shakes shell be laid with not lees than 18 inch wide of type dimension across studs.Panel edge nailing b 8d Q 6'.
AND SITE CONDITIONS PRIOR TO CONSTRUCTION. p y p required. p
5404 and the applicable provisions of Sections 10608,A607 and cC��auwan�1ae��bedrock eto 80 felt shingled between each course and not exposed to weather. Panel interior or field neLLine is 8d®12'.Edge blocking is
OWNER AND/OR CONTRACTORS ARE RESPONSIBLE FOR • R608.Is.Seismic Design Categories DO,DI end D2,concrete Bandy car and fancied rock t ce
ALL ARCHITECTS/ENGENEERING FEES IF SUCH SHALLsaes)sn res Radler Beeves law 0 Ori Abdo 3.Fasteners shall be spaced not lase than 95'from edges and ends of not required.Nailing is based on common nolle Alternate
masonry and clay masonry foundation walla shall comply with dead,alley.air earn mad,OUT gravel andgypsum wallboard. Fasteeere et the top and bottom plates of 6.Enclosed attics and enclosed rafter epacec shell be ventilated nail is 8d box galvanized.Bee 2008 IBC Table 2904.9.1 for
INTERNATIONAL REQUIRED BASED ON THE REQUIREMENTS OF Section R404.1.4.Rubble.stone meeonry foundation walld shall be eared armee! Amo
RESIDENTIAL CODES AND/OR tW..s w and GC/ vertical assemblies;or the edges and ends of horizontal assemblies in accordance with Section A808.1,8808.2,and 5806.8.Ventingnail I
STATE/LOCAL CODES. constructed in accordance with Sections 84041.8 and R607.2.2. war. .,ply,elated ala ate perpendicular to supports,and at the wall line,may be omitted ratios:1 to 160 for sage or rooftop only ventilators,1 to 300 for other nailing.Stagger top plate splices by 2'-0'mta and within
' Rubble stone masonry walls shall not be used in Seismic Design and seedy e¢ MOO combination of save and rooftop ventilators. splice with 16d @ 9'.Anchor bolts should be installed within
• THE BUILDER SHALL VERIFY ALL DIMENSIONS AND Categories D0,Dl and D2. - except on sheer-resisting etemeate or fire-resistant assemblies. spl12"of the end of a wall or them end of a plate at a
8 ImAa.2111 and CW Fasteners shall be applied in such a manner as not to fracture the eplice.Anchbolt min.embedment Is 7'.Installfloor and •
ve sir r r..e>...ee.I.e.a..,.oe..a face e r with the fastener heed. 6.Crickets and saddles shall be provided on the ridge tide of roof sheathing with face grain perp.to supporta with long
CONDITIONS ON DRAWINGS AND SHALL BE a sore eo esu e.",,V y Gem.MOL,W.a...ae r.m..w,aue d W ee We r p..d P Pe anychimney greater than 30'wide(Sect.5906.2.8.91.
RESPONSIBLE FOR ALL ADJUSTMENTS AND 404.1.2 Concrete foundation walla. sea.. - y
CORRECTIONS MADE TO THE DRAWINGS IN THE FIELD. Concrete foundation walls shall be constructed as set forth in s ma u.m some.,ileal eme.e..m.w-aee sea sone a..e...el.U.K.meme>....No edges continuous over 2 or more supports end short edges
v•>e w m,e e r.. 3 at de eta.r .....a e..m.W..,era r e•e,.nw y e em 4.Walls end ceiling of bath areas •to have waterproof(green board) staggered.For alternate braced walls refer.to details
Tables 8404.1.116)and shall also comply With the provisions of, r..w.eb.. G.W.B.of approved type. provided on plans.
• WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL section R404 end the applicable provisions of Section R402.2.Is. VENTILATION Jaterlor braced walla to be gypeum board with minimum�'
HAVE PRECEDENCE OVER SCALED DIMENSIONS. Seismic Design Categories DO,Dl and DI,concrete foundation STAIRS • •
CONTRACTORS SHALL VERIFY AND BB RESPONSIBLE walls shall comply with Section R4041.4. FLASHING/WALL COVERINGS thickness placed on etude spaced a maximum of 24'o.c.and
FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. L A minimum headroom clearance for stairways of not lase then 8'8' 1.Section 808.1 of the 2006 IRO states that the minimum openable fastened at r s.c.with gypsum board nails,0.088"In
4041.9 Design required. shall be provided(Sect.R811.5.2). area from a habitable room to the outdoors shall be 4%of the total 1.Exterior walls ehoU provide the building with a diameter,14'long,9/2'head.Roof sheathing shall be 748
' • ALL WORKING DOCUMENT•S PRODUSED BY HOUSE DesignPengineering P floor area of the room. weather-reeisteat exterior well envelope.The exterior well APA RATED SHEATHING 24/16 exposure 1. Nail with 8d
in accordance with accepted practice shall be
DESIGN STUDIO ARE THE SOLE PROPERTY OF HOUSE provided for concrete ar meeonry foundation walls when any of 2.The maximum riser height eball be 73'and the minimum tread envelope shell include flashing as described in Section R709.8.The ®6"at panel edges and 8d 0 12'at field.
DESIGN STUDIO.THESE WORKING DOCUMENTS CAN BE the following conditions eaten depth shall be 10'.The largest tread run and the greatest deer height 2.A net ventilation area of not lees than I sq.ft.for each 160 eq. exterior well evelope shall be designed and constructed in such a Floor sheathingshell be 9 Td:G APA STURD-I-FLOOR 24
REUSED IN ANY MANNER ONLY BY HOUSE DESIGN within anyflight of stairs shall not exceed the smallest bymore than ft.of underfloor space shall be provided(R408.2). 'manner as to prevent the accumulation of water within the wall �"
STUDIO. L Walls are subject to hydrostatic pressure from ground water. ( esembly by providingy a water-resistive barrier behind the exterior 6'.or equal. Glue and nail with 8d ring or screw shank
9/8 inch(8911.6.8 IRC:. The profile of treads and risers shall conform 9 All penetrations(plate junctions,around windows •
k doors,any - 6"at sae(edges and 8d 0 IZ"at field.
to section RS1L6.8.8. veneer,as required by Section R703.2. P
• THESE WORKING DOCUMENTS WERE NOT PREPARED BY 2.Walls supporting more than 48 inches(1219 mm)of openings through envelope)shall be air sealed.
A LICENSED ARCHITECT OR ENGINEER.THEREFOR unbalanced backfill that do not have permanent lateral support S.Stairways shell have a minimum clear width of 88^above the 2.Ftaeldng shall be used at all of the following locations:
HOUSE DESIGN STUDIO REQUIRES VERIFICATION OF at the top and bottom. permitted handrail height.Stairways shall have a minimum clear width 4.Vapor diffusion retarder can be polyethylene,low perm paint,or a.At the intersection of chimneys or other masonry EADERB
THESE DOCUMENTS BY A LICENSED PROFESSIONAL OR of 81.6'at and below the handrail where only one handrail is provided, face stapling with a perm rating of 1 or less,and shall be located construction with frame or stucco walls,with A
MANUFACTURER PRIOR TO CONSTRUCTION.BUILDER, 404.1.4 Seismic Design Categories DO,DI and D2. or 27'where handrails are provided on both sides(11911.6.0• between conditioned end unconditioned spaces. . projecting lips on both sides under stucco copings.
In addition to the re airements of Table R404.1.1(11 and b.Under and at the ends of masonry,wood or metal 1.All headers supporting roof and ceiling to be (2)2x10
OWNER OR ,DETILS,CONTRACTOR SHALL VERIFY ALL 4 minimum for max.span of 6'1'with 2 jack studs.
DIMENSIONS,DETAILS,AND SPECIFICATIONS PRIOR TO locate In plain concrete sad plain masonry and D2,as walls 4.All stairways,both interior and exterior,shall be provided with 5.Exhaust sans copings and silks.
located Is.Seismic Design Categories DO,Dl D2,as Bathrooms shell have a minimum SO CFM fan and kitchens a c. Where Continuously above all projecting wood trim.
CONSTRUCTION. 8LLluminatfon,including landings and treads(5909.6). minimum 100 CAM fan.Both shall be vented to exterior with smooth 2.Headers supporting roof,ceiling¢er bearing floor to
d.Where exterior porches,decks or stain attach Eo s
established in Table 5901.2111,shall comply with the following: duct and a ui d with back-draft dam r.Ducts shall be of metal be(3)2x10 minimum for max.span of 8'7'with 2 jack studs.
• 6. •There shall be a floor or landing at the top and bottom of each and shall have smooth interior surfaces.Kitchen fan shall haven wall or floor assembly of wood frame construction.
L Wall height shall not exceed 5 feet(2498 mm3. stairway(except at the top of an interior stairway provided no doore.At well and roof intersections 9.All headers supporting roof,ceiling,and two center
• swinge over the stain).A flight of stairs shall not have a vertical rise separate termination point. L At built-in gutters
DESIGN REQUIREMENTS 2.Height of unbalanced backfill •shall not exceed 4 feet 0219: Whole house exhaust fans are recommended,at 80 CFM minimum •
bearing floors shall be 13)2x10 minimum for max.span of
D greater than 12'0'between floor levels or landings.The width of each on programmable timer set to run twice a day for 80 minutes each 8.Weather exposed surfaces shall be provided with a 6'7'with 2 jack etudes
mm)• • lending shell not be less than the stairway served.lA9ll.6.41
Table 5801.2 ill: or equivalent.Such fan shall have a zone rating of 1.5 or less and weather-resistive barrier(building felt or approved material)in
3.Minimum reinforcement shall consist of one No.4(No.18) shall be equipped with a back-draft damper. accordance with Sect.R708.7.2.1 and Table 10709.4. 4.To reduce sizes for particular openings,refer to plan or to
Ground mow load: 39 Ilse/eq.tA6.Winders shall comply with section R811.5.8.Winders in residences 2006 IRC table R502.5(1).
• Wind speed(gust): 86 mph/70 fastest horizontal bar located in the upper 12 inches(806 mm)of the may,be used if the required width of run is provided at a point not _ '
Seismic design category: ISO 98 C wall. more than 12'from the side of the stairway where the treads are 8.Recommended supply of fresh air is 10 CFM per bedroom plus 10 4.Exterior stone or masonry veneer sha11 be supported in
Weathering Severe narrower,but in no case shell any width of run be less than 8 inches CFM for living areae via window vents,or through n 8'connection accordance with Sections 11709.7.21 and 8708.7.2.2.
Frost line depth: 24' 4.A minimum thickness for plain concrete foundation wall shall at any point. to the return air plenum of the furnace.
Termites: Slight be 7.6 inches(191 mm)except that 6 inches(152 mm)is 6. Roof valley flashing not less than no.26 galvanized sheet I
Decay: Nene to slight permitted(when maximum height of 4 feet,6 Inches(1872 mm). 7.Nosing of not lees than 3i'tent not more thea 13i"shell be provided GLAZING gauge corrosion resistant metal over uaderlaymeat of type 15 felt
•
Winter design tamp: 10'F on stairwa s with solid risers.Beveling of nosing shall not exceed 35". extending 00'from center line each way.
Ice shield underlay: Yes • 6.Minimum nominal thickness for plain masonry foundation y 1.Glazing shall comprise no less than 8%of the floor ares in
-
wails shall be 8 inches(202 mm). Open risers are permitted,provided that the opening between treads each habitable room:IRC Sect.909.0.
Flood hesarda 1618.8 IBC,FEMA map • does not permit the passage of a 4'diameter sphere.
Air freeze index: 1282
Mean annual temp 47.2'F - • 8.Masonry stem walls shall have a minimum vertical GVARD/HAND AAILB 2.All glazing within 18"of floor or within 12'of door to be
• reinforement of one No.8(No.101 bar located a maximum of 4 tempered glees or protected by mems of a solid barrier railing
• • feet on center in grouted celL Vertical reinforement shall be tied 1.t,0 unenclosed floor sad root ensuing&open end glazed sides of 86'from floor.
to the horizontal reinforcement in the footings. landings,stairwells,and ramps,balconies or porches which are more 8.Sliding glees doors to be tempered glees.
FRAMING than 90 inches above grade,or the floor below,and roofs used for
other than service of building shall be protected by a guerdrniLFOR A PANEL BRACE IIF NEEDED) i i
1.Use 3'i tongue •and groove plywood subfloor nailed or Foundation walls located in Seismic Design Categories DO,Dl 4.Glazing in locations subject to human impact such as glass pppjg(,EDGES SHALL BE
screwed and glued,or as specified on drawings.See Table and D2,as established in Table 5801.201,supporting more than 4 2.Handrails ere t not be less than 88 inches in height,except on• • doors;glazing p ny adjecenE Eo each doorg glazing BLOCKED
R6og.2.11(1R21• - feet(1219 mm)of unbalanced backfill or exceeding 8 feet(2488 stairways where they may be 94 te 96 inches. Open handrails sad adjacent to any surface normally used as walking surface;sliding AND OCCUR WITH IN 24'OF
•
mm)in height shall be constructed in accordance with Table stair railings shall ins continuous the tall length of the eteis0.have glees door unite including fixed glass panels which are pert of MID-HEIGHT.ONE ROW OF TYP.
2.All joists or beams framing into beams,headers,or 8404.1.1121,5404.1.118)or 5404.1.114)for masonry,or Table ends which are returned,rounded,or bent,and shall have intermediate each units;shower doors;tub enclosures;and storm doors shall be SHEATHING-TO-FRAMING NAILING
of safety glazing materials. Safety glazing materials are those so IS REQUIRED.IF 2x4 BLOCKING IS
girders shell be supported with"U'type Simpson(or equal) ' R404.L1(5)for concrete.Where Table R404.1.1161 permits plain - rails or an ornamental pattern such that e sphere 4 inches in diameterUSED,THE 2x4'9 MUST BE NAILED
•
beam hangers.All pot/beam connections to be made with concrete walls,not less then Na.4(No.18)vertical bars at cannot pass through. (Sea 5911).stairways shall have at lest ons constructed,treated or combined with other materials as to TOGETHER WITH(31 Md SINKERS _
•approved connector.where it is required. spacing not exceeding 48 inches shall be providedlnsulatin handrail,and handrails shall be installed ono a sides of stairways. minimize the likelihood of tatting and piercing injuries resulting _ 1
• concrete form foundation wall shall be reiforced as required in y from human contact with this glazing material sad include such i EXTENT OF READER SHEAR IF
8.Provide solid blocking between joists and rafters at Table 5404.4(1),R404.4(2),R404.4(8),R404.4(4)or 10404.4(5).Where 3.Handrails projecting from a wall shall have a space of not less than materials as laminated glass,tempered glass,wired glass and I !
safety plastic(Section R 908). I NEEDED
bearing •
walls.Providejoist blockingat all intermediate no vertical reinforcement is required by Table R404.4(2),5404.418) ■ .
05•hetween the wall and the haadralL Handrail cross-eectloae shall :; 1'f' 16d SINKER
supports(2008 IRC 8502.7) • or R404.4(4(there shall be a minimum of one No.4(No.18)bei comply with IRC Sect.R311.5.6.3.Handrails with a circular cross-section INSULATION •: ;'�,
at 48 inches on center.All concrete masonry foundation walls shall have an outside diameter of at least ly'and not greater than 2". NAILS 0 8"
s• hall kava two No.4(No.19)hocisontal bars located in rise • D.C.
4.AU plywood to be standard grades with exterior glue. L •
Exterior above end below grade well ineuletfoa to be min.R-21,or _L
PIwood nailingto be 8d common at 8'O.C.et edges end upper 12 inches(906 mml of the wall. 4.Guardrails 86'in height shall ins rovlded sobers orche balconies. Bs .. • 1000 Ib
y gp p 0. A-24 if electrical resistance.. Provide R-88 insulation at flat ceilin
12'O.C.at intermediate bearings.Install I5"roof sheathing . ' or raised floor surfaces ars greater then 90'above the floor or grade R-80 where ceilings are vaulted. 6'-0'TO 18'-0• :: HEADER STRAP
and 3Y floor sheathing with the face grain perpendicular to 404.1.6 Foundation wall thickness bneed on walls supported. below(Sect.8912). •• yP .•
supporta. The thickness of concrete and masonry foundation weds shall 2. Slab on grade foundation insulation shall be R-10 to a point 24" : 3000 lb STRAP OPPOSITE
not be lam than the thickness of the wall supported,except that verElcal or hors ental at exterior wall. SHEATHING
6.All exterior doors or doors to unheated spaces to be solid foundation walls of at beet 8-inch(L08 mm)nominal thickness •. ..
cols and weatherstrlpped. shallins permitted under brick-veneered frame wells and under 3. Cat batt.Mutation 35'to 3i' wider/longer than actual dimension • •• •: FASTEN TOP PLATE WITH 2
10-inch-wide(254 mm)cavity wells where the total height of the to •lneure mug tit without voids. ROWS OF 164 SINKER NAILS
wall supported,includin able.,is not more than 20 feet(6098 ;: •• ®8.0.C.-TYP'L
• 8.Doors between the garage and residence Mall be 191" g g
thick mild wood,solid or honeycomb core steel,or 20 • mm),provided the requirements of Sections R404.1.1 and 11404.1.2 4.Xraft-(aced m foam plastic insulation cannot be IefC exposed. FASTEN SHEATHING TO HEADER ..
minute fire-rated(Sect.5909.1). are met. WITH 8d COMMON OR GALVANIZED.. 8/8'MIN.
• _ EMERGENCY EXITS .. BOX NAILS IN 8'GRID PATTERN -THICKNESS
7.Minimum ceiling height in habitable rooms&kitchens to 404.1.6 Height above finished grade. L Haeemente with habitable space and every sleeping room shall have .. pg SHOWN AND 8'O.C.IN ALL .. I .. WOOD
be 7'0".Halle,bathrooms,stairwells,end toilet compartments. Concrete and masonry foundation walls shall extend above the at least one operable window or exterior door conforming to Section •• •• FRAMING(STUDS,BLOCKING AND •• ;: STRUCTURAL
can be reduced to 6'8'. finished grade adjacent to the foundation at all pointe a 5810.1 for emergency escape or rescue.The egress units shall be •• •• SILLS)TYP'L PANEL
minimum of 4 inches(102 mm)where masonry veneer is need operable from the inside to provide a full clear opening without the use . :: :: • SHEATHING
IL
•8.All joists parallel to partitions over and headers are to and a minimum of 8 inches(152 mm)elsewhere. of separate tools.Ii •a basement is te be need ae habitable epees,it .. .. .. ••
be doubled. must •
meet the mit requirements for light,ventilation,and egress.Min. - .. •. • .. MIN.2x4
4041.7 Backfill placement. 8%of the floor area must be in glazing. WIDTH BASED ON 8:1 FRAMING- !
9.Install Simpson H-2.6 tiodowne(or squall at each rafter Backfill shall not be placed against the wall until the well has :: HEIGHT-TO-WIDTH .. .. TYP'L - !
tall sufficient strength sad has been anchored to the floor above,or •
2. Minimum opening area for all emergency escape and rescue .. RATIO: •• .. �{
has been.sufficiently braced to prevent damage by the backfill. o enings shall be 6.T s.7L. (Exce tion: ode floor o Bain shn5 have .. FOA 120'HEIGHT,MIN WIDTH.20" .. ..
10.Foundation cripple etude shall not be less In size than Exception:Such bracing is not required for walls supporting less p q p P :; FOR 96'HEIGHT,MIN WIDTH.16, _. .. )i
than 4 feet(1219 mm)of unbalanced backfill. a minimum aet clear opening of 6.0 sgftd The minimum height. ..I ETC. II
the studding for an additional story.Foundation studs ofdimension shall be 24 inches. The minimum width dimension shall be .. „ I;1
bearing walls and partitions shall be thoroughly and 20 •inches. Where windows are provided as a means of egress or rescue .. .. ..
effectively braced. 404.1.8 Rubble stone masonry. they •
shall Leve n finished eLLl height aok more than 44 inches above •• .. MIN(2)2x4 ,.
• Rubble stone masonry foundation walls shall have a minimum "
the floor.(See 2810.1.1) " " MIN 2'x2'x8/16' '• "
11.Fire blocking and draft stopping shall be installed to cut thickness of 16 inches 1406 mm),shell not support an unbalanced PLATE WASHER _
of ill concealed draft openings(both vertical sad horizontal) backfill exceeding 8 feet(2485 mm)in height,shall not support 9.An exterior exit door that doss not pass through the garage moat be 0 `'F•\a y i.T• 1
and shall form an effective barrier between floors,between a soil pressure greater than 80 psf 1481 kg/m2),and shall not be provided.The door mut be ids-hinged,and not less then 8'0'wide& I ',
a top story end a roof or attic.space,and shall subdivide constructed in Seismic Design Categories DO,D1 or D2 or 6'8'high(Section R311.4&5811.1). I I _ I
attic spaces,concealed roof spaces and floor-ceiling townhouses in Seismic Design Category C,as established inI
assemblies. Figure R801.2(2(. • 4.Ak tenet one exit door shall ins regalred!or each dwelling.There /ANCHOR BOLT
shall be a floor or landing on each side of each exterior door except at PER CODE '
12.Provide 22•x90^access Latch to building attic areas.Athe exterior aide of doors,other than the primary exit door,served by
minimum of 80'head clearance is required. '
two or fewer risers(Sect.R8U.4.9)• I
18.Unless otherwise specified,use deeglee-[1r larch no.9 or 6.Landings shell be at least as wide as the door or stairway served ,
better. and shall have a minimum dimension in the direction of travel of 86' •
¢
14.On decks and porches,ledger board shall be lag bolted
(Sect.R311.4.81 FRONT ELEVATION SECTION AA
• 1
to solid wood with min.15'bolte et 16'o.c.,2 per stud. I
16.Asphalt-saturated felt free from holes and breaks, • - - •
�;
weighing not less than 14 lbs..per 100 sq.Jt.and complying PORTAL FRAME BRACING
with ASTM D 226epp other approved orsheathing
weather-resistant �� �� 'T� ;y
material shall ea applied over studs ul all �W O H LD-D W
exterior walla I.required by Table R703.4.Such felt or A 9CAL N.T13 �I
meiarlal shell he emitted%memo/•Ilsr of eh also m..00.loom.
II
rz
0 (9 ;--- Target Date sheet
Il For Cit Use Oni
PLUS Project i1.- "v01 -) -- 160.7
Sibliane Project Add ess,r�fi �
Valle11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.720-5240 ♦ Fax: 509.688.0037♦ permitcenter®spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project application,we are
providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet
this date,we will contact you with a revised target date.
Your application review TARGET DATE is
O
The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is
not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
> Submit complete,accurate plans and documents.
Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be
several days before they can look at your new or revised information.
D Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise
for dealing with reviewer comments would be the best choice for the entire review process.
> Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your
target date.Staff may contact you before the target date f the initial review is complete.By following this procedure,you will
save time and allow the reviewers to complete the work more expeditiously.
Steps in the Permit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as
indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does
not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from
substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is
complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review.
3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review.
Depending on the type of project,technical staff may include multiple reviewers.You should be contacted by phone, fax,email,
or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re-
submittals, each reviewer will approve their section of the application and route it to the Permit Center.When all sections of the
application are received,a Permit Specialist will process the application and contact the person specified on your application for
permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at
that time.
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