2014, 03-17 Permit App: BLD-2014-0493 Addition —" Community Development Department (Staff Use Only)
Permit Center
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
Spokane Spokane Valley,WA 99206
Tel: (509) 688-0036 PERMIT FEE:
ValleyFax: (509) 688-0037
oermitcenter@sookanevallev.orq
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
al NEW CONSTRUCTION ADDITION/REMODEL IE ACCESSORY BUILDING
MI DECK RI OTHER
SITE ADDRESS: �} !� �n�n��tt
ASSESSORS PARCEL NO.: , /7 LEGAL DESC fpr k,jQ #V av t 0___ t..J
BUILDING OWNER NAME: RECEIVED
Aaron M t e ws
NAME: farm' /'1 Lewis MAR 1 7 2014
ADDRESS: 13‘15 E. 12th Ave Spotwne *-
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M,IITriITER
CITY: /Spti e V STATE: k/A CSV PR:
PHONE: So ) qqp -55p FAX: SUR-CEL; REV. #�7._� .__d
CONTACT
NAME:
PHONE: FAX: CELL:
CONTRACTOR NAME: Nvn,P
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:
Alio( et bedroom to the House For a4/fiona/ 13447 s/aact'
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak: p.. Dimensions:20telx 2O' No. of Stories: ' Total Habitable 4i0
�S se ft
Space:
Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
`f1�s�f� N�A FT: N/4 FT: N/A
Garage SQ FT: ,1� Deck/Covered Patio SQ Impervious Surface 30% Slopes on
N/A FT: N/A Area: N/A Property: /v//I
A
No. of Bedrooms: J Construction Type: Heat Source:Ggs taxi a Sewer or Septic: N/A
TOTAL COST OF PROJECT: $ 7�QOO.cW
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 go/r€ .7 iH ,& w Date:,/ 17//I/
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:
Pllce a check mark in box next to each document required for complete submittal.
E SIT PLAN
Property lines and dimensions Setbacks to property lines
//Direction arrow pointing North and orientation to streets ❑`pistance between buildings
di Proposed/existing buildings (footprint and dimensions) kf Right of way/easement location &sizes
❑ Utilities, septic tank/drain field locations and distances o 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
o Crawlspace ventilation beams or girder trusses
b 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 ❑Window well locations if applicable
o Brace wall panel locations o Room usage labels
o Water heater and furnace locations o Smoke detector locations
o Exhaust fan locations o Attic and crawl space access locations
❑ 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 o Footings/post/and beam size and locations
o Floor Joist/decking direction, size and spacing
❑ Stairway tread rise& run and nosing 0 Handrail/Guard height& spacing
a oe-_
Job Truss Truss Type Qty Phi Aaron Lewis
B1402289 A02 SCISSORS 10 1
Job Reference(optional)
Pro-Build Spokane,Spokane Valley,Bob Jones 7.430 s Oct 14 2013 MiTek Industries,Inc. Mon Mar 17 10:48:19 2014 Page 1
ID:1K3?RnRFTYE_JAdinD5n0cypjjY-g_cMbuzD7o5C2EGWJISfUgscHsr4n3ohvxftLPza100
-1.0-0 6104 10-14 1447 1'43
1�00 31-3-0
l 140 ( 0-f04 r 42-15 F 42-16 r 6-13.5 1 1-00
Scale=1:35.9
4x4=
4
.... 4441444,44440141
7.00 rii 3x6*11 12 3x6.-:-
5
3
la 5x8=
10 8 d,1
1.57(41.57(4 it 1.5x45x4 !I N
6
u. 2 a
lilit 7
OA 3.50 12
4x4 4x4
0-518(04$) 5.104 10-,4 1447 2030 0-5.8(0.1.8)
5-104 42-15 l 42-15 t 6154
Plate Offsets(XY): 12:0.2-7,0-0-151,[6:0-2-7,0-0-15)
LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) Udell Ltd PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.15 9 >999 240 MT20 220/195
(Roof Snow=30.0) Lumber Increase 1.15 BC 0.42 Vert(TL) -0.27 9-10 >892 180
BCLL 0.0 TCLL 0.0 • Rep Stress Ina Yes WB 0.61 Horz(TL) 0.23 6 n/a n/a
BCDL 8.0 Code IRC2012/TP12007 (Matrix) Weight:83 lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins.
BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing.
WEBS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection,in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) 2=982/0-5-8 (min.0-1-8),6=982/0-5-8 (min.0-1-8)
Max Horz2=17(LC 8)
Max Uplift2-120(LC 6),6-120(LC 7)
Max Grav2=993(LC 15),6=993(LC 14)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2428/169,311=1736/101,4-11=-1718/117,4-12=-1718/117,5-12=-1737/101,5.8=-2437/174
BOT CHORD 2-10=-87/2084,9-10=84/2055,8-9-90/2063,6-8=-93/2073
WEBS 4-9=-45/1391,3-9=-631/128,5.9-631/127
JOINT STRESS INDEX
2=0.96,3=0.34,4=0.59,5=0.34,6=0.96,8=0.37,9=0.64 and 10=0.37
NOTES
1)Wind:ASCE 7-10;Vult=110mph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;C-C Exterior(2);cantilever
left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=120,6=120.
9)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
)4 \ Arki?&b CAL./6:s ova s l-r --f-c,2 '�ZIZf h1/4./9
. 1 %
Job Truss Truss Type QtY Ply Aaron Lewis
B1402289 A01 GABLE 1 1
Job Reference(optional)
Pro-Build Spokane,Spokane Valley,Bob Jones 7.430s Oct 14 2013 tiffek Industries,Inc. Mon Mar 17 10:48:18 2014 Page 1
10:1 K3?RnRFTYE_JAdinD5nOcypjjY-Cn2_OYybMUzLR4hKibxQydKVOSb12kZYgHvJozza1 OR
-1oq 10-14 204-0 31-3410-0 10-14 } tat-0 140
Scale=1:35.3
4x4=
7
PI
8
6
■ ■
I
r7.00 12 23 24 95
■
W
N
4 T T 10
T ■
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3
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`N'SK'S(nx'S`Y`^�,'`: 4°? 2 ".(>;^. 22,. .<99 `,'?C\h:^<y/' >� :,r.,(4x7 S?,,` -",,r,-X,K,..,E:^4"ni,,;W>c , 99W—sx SSS":,R :F` K499;RRk
3x4= 22 21 20 19 18 17 16 15 14 3x4=
5x6=
i 203.0 t
20x0
Plate Offsets(X,Y): [19:0-3-0,0-3-01
LOADING(PRO SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.09 Vert(LL) 0.00 13 n/r 120 MT20 220/195
(Roof Snow=30.0) Lumber Increase 1.15 BC 0.05 Vert(IL) 0.00 13 n/r 120
TCLL 7.0 Rep Stress Incr Yes WB 0.09 Horz(TL) 0.00 12 n/a n/a
BCLL 0.0* Code IRC2012/TPI2007 (Matrix)
BCDL 8.0 Weight:101 lb FT=20%
LUMBER BRACING
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins.
BOT CHORD 2x4 DF No.2 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/Std MiTek recommends that Stabilizers and required cross bracing be installed during
truss erection,in accordance with Stabilizer Installation guide.
REACTIONS All bearings 20-3-0.
(Ib)-Max Herz 2=19(LC 9)
Max Uplift All uplift 100 lb or less at joint(s)12,19,20,21,22,17,16,15,14,2
Max Gray NI reactions 250 lb or less at joint(s)12,18,19,20,21,22,16,15,14,2 except 17=251(LC 12)
FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown.
JOINT STRESS INDEX
2=0.29,3=0.37,4=0.37,5=0.37,6=0.37,7=0.22,8=0.37,9=0.37,10=0.37,11=0.37,12=0.29,14=0.37,15=0.37,18=0.37,17=0.37,18=0.37,19=0.18,20=0.37,21=0.37and 22=0.37
NOTES
1)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per
ANSI/TPI 1.
2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat roof load of 30.0 psi on overhangs non-concurrent with other live loads.
5)All plates are 1.5x4 MT20 unless otherwise indicated.
6)Gable requires continuous bottom chord bearing.
7)Gable studs spaced at 2-0-0 oc.
8)This truss has been designed for a 10.0 psi bottom chord live load nonconcurent with any other live loads.
9)'This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom
chord and any other members.
10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,19,20,21,22,17,16,15,14,2.
11)This truss Is designed In accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
lTarget Date sheet
)
%, For City Use Only
Sjö1ne �/ PLUS Project
� ,l Project Address ,
Valle )-zi /
1
11703 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
/JO
i
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.
i
Tips fora 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.
> 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 if 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.
i f
CD-003 V-7/06-21-11 Page 1 of 1
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SPO45ANE VALLEY BUILDING DIVISION
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