2008, 07-21 Permit App 08002740 Fire RepairProject Number: 08002740 Inv: I
Application
"HIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: FIRE REPAIR TO RAFTERS Contact: PATRIC1C, JOSEPH
Address: 1407 S HILLS DR
C - S - Z: WENATCHEE, WA 98801-3217
Setbacks: Front Left: Right: Rear: Phone: (509) 663-5509
Group Name:
Site Information: Project Name:
Plat Key: 000000 Name: Range
Date: 7/21/2008 Page 1 of 2
District: Sout
Parcel Number: 45332.9112 Block:
SiteAddress: 11413 E 40TH AVE
Location:: CSV
Lot:
Owner: Name: PATRICK, JOSEPH
Address: 1407 S HILLS DR
WENATCHEE, WA 98801-3217
Zoning: R-2 SF Res Suburban District
Water District: 007 MODEL
Hold: E
Area: .30 Acres Width: 0 Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: --
Review
Building Plan Review
Released By:
Originally Released: 7/18/2008 By: tmelbourn
Permits: _
Contractor. OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB FIRE 0 $5,000.00 0 $5,000.00
REPAIR
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Totals: 0 $5,000.00 0 $5,000.00
Units Unit Desc Fee Amount
1 SELECT $111.25
1 SELECT $4.50
1 SELECT $44.50
Permit Total Fees: $160.25
Operator: JD Printed By: JD
Print Date: 7/21/2008
Project Number. 08002740 Inv: I
Notes:
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Payment Summary:
Permit Type
Building Permit
Date: 7/21/2008 Page 2 of 2
Fee Amount Invoice Amount Amount Paid Amount Owing.
$160.25
$160.25
$0.00 $160.25
$160.25 $160.25 $0.00 $160.25
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: JD Printed By: JD
Print Date: 7/21/2008
Spokane
Valley.
Community Development
Residential Construction
Permit Application
Permit Center
11703 E Sprague Ave, Suite B-3
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www. spokanevalley.org
PERMIT NUMBER: kr (
L
PERMIT FEE:
❑ New Construction
Addition/Remodel
'Other:
Accessory Bldg
Deck
SITE ADDRESS: //L//
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
Name:
r,��--ie---if-
Address.
r
�f 7 :, r:9 UG4 y.
ll SCj
City:
%State:
!(✓<>
Zip:��-Lam_
1iZ` ,
Phone:
G —./5- Fax Ix_
,
Contact Person
Name: �2'C 71.4
Phone: -A7-7 /.S —77/,S
Contractor:
Name: //r�/'✓
G
Address:
City:
State:
Zip:
Phone:
Fax:
Contractor Lic No:
Exp Date:
City Business Lic. No:
W�
Cost of Project: $-Zyz)
Proposed Use:
**************The following MUST be complete: (write N/A if not applicable)**********************
Describe the scope of work in detail:
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2Nu FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER OR SEPTIC?
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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-'rmission p represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of S
Spokane Valley Permit Center.
local laws, codes or or noes(
this application can b- proc
Method of Payment:
❑ Cash
Bankcard #:
❑ Check
evelopment Code. Referenced codes are available for review at the City of
Spokane Valley Permit is not a permit or approval for any violation of federal, state or
additional information may be required to be submitted, and subsequently approved before
❑ Mastercard
Expires:
❑ VISA
VIN#:
Authorized Signature:
REVISED 2/15/07
Spokane 11703 E Sprague Ave Suite B-30 Spokane Valley WA 99206
0509.688.0036 0 Fax: 509.688.0037 0
Valley®
Completed Building and Mechanical Application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature and date.
Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans
with details, roof plan, framing plans and details.
Show the height of any proposed buildings or accessory structures.
Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room
(including sq footage of house and garage on plans) show each level of existing
house and square footage of any additions.
Egress windows: Provide at least one window or exterior door approved for
emergency escape or rescue from basement and in every room for sleeping.
Floor framing details: Joist type, size, spacing and installation details.
Roof framing plan and details
Furnace and hot water heater location
❑X All header locations: type, size and connections
0
Foundation plan
Insulation information
❑X Decks and Stairway details
All braced wall panel types: show locations and details of installation, including
engineered design
Smoke detector locations
22" x 30" attic access location
18" x 24" crawl space access
One -hour separation detail: between house and garage
S1ane`
j..Va11ey
Site Address: 11413 E 40TH AVE
Parcel Number: 45332.9112
Zoning: R-2
Fire District: FD 01
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
Water District: MODEL
New project
Previous pre-app meeting
Plan revisions ❑
Transmittal Date:
Tuesday, July 15, 2008
a
Project Number: 08002740
Applicant: PATRICK, JOSEPH Owner: PATRICK, JOSEPH
1407 S HILLS DR 1407 S HILLS DR
WENATCHEE, WA 98801-3217 WENATCHEE, WA 98801-3217
(509) 663-5509
e-mail: e-mail:
Contact: PATRICK, JOSEPH Occupant:
1407 S HILLS DR e-mail:
WENATCHEE, WA 98801-3217
(509) 663-5509
e-mail:
Contractor: OWNER
( ) - 0
Arch / Engineer:
e-mail:
D
EC_EFV J
JUL 1 5 teas
Project Description: FIRE REPAIR TO RAFTERS
Building
Landuse
Engineer
Utilities
Health
Fire Dist
Assessor
APPLICATIO
N
1
PLAN
0
Please send all plan review and project comments via e-mail to the
highlighted individuals.
Sitikane
Valley®
For City Use Only
PLUS Project Number Ll.b
Project Address
,�
11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206
509.688.0036 • 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
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.
> 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.
WHITE - APPLICANT PINK - BUILDING FILE
REV 9/07
Building @ 111413 E. 40th (Duplex)
Replace 12 Rafters
Replace 32 sheets of 4x8x7/16 Sheeting
Replace Plastic vent pipes through roof where existing
Replace ceiling throughout with 5/8 sheetrock
Repair existing walls as needed with '/2 sheetrock
Insulate attic space with blow-in 14 inch R-38
Add fire break 5/8 2 side of rafter/fire tape (done)
Electrical by
Replace wiring as required
Wire in 5 smoke detectors
Wire exhaust fans for bath and kitchen and install
Roof by existing permit
New vents
6/30/2008
Joe Patrick
509-499-1545
Main Level
74 T
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06/09/2008 Page: 25
basement
P.O. Box 515097
Los Angeles, CA 90051-5097
Phone: (800) 332-3226
Fax: (888) 268-8840
Document submission: prpelm@safeco.com
PATRTCK JOSEPH F
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Truss
At
Truss Type
FINK
Evergreen Truss & Supply, Deer Park, WA 99006
-2-0-0
2-0-0
1
6-10-14
6-10-14
13-0-0
6-1-2
1011
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19-1-2
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Job Reference (optional)
6.500 s Jan 15 2007 Te( Industries, Inc. Mon Jun 30 10:41:41 2008 Page 1
{
26-0-0 28-0-0
6-10-14 2-0-0
x+ mn
DID
me
8-11-4
8-11-4
17-0-12
8-1-8
26-0-0
8-11-4
LOADING (psf)
TCLL 30.0
TCDL 10.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1,15
Lumber Increase 1.15
Rep Stress In« YES
Code IRC2DOSTP12002
CSI
TC 0.40
BC 0.48
WB 0.33
(Matrix)
DEFL in floc) Udell lid
Vert(LL) 0.24 6-8 >999 240
Vert(TL) -0.38 6-8 >809 160
Horz(TL) 0.10 6 n/a n/a
PLATES GRIP
MT20 2201195
Weight: 102 Ib
LUMBER BRACING
TOP CHORD 2 X 4 DF No.186tr TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purtins.
BOT CHORD 2 X 4 DF 14o.18Btr BOT CHORD Structural wood sheathing directly applied or 6-3-3 oc bracing.
WEBS 2 X 4 OF Stud/Std
REACTIONS (lb/size) 2=1459/0-5-8, 6=1459/058
Max Uplitt2=-644(LC 3). 6=-644(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0150, 23=-2963/1224, 3-4=-258371174, 4.5=-2583/1174, 5.6 -2963/1224, 6-7=0150
BOT CHORD 2.10=-1083/2719, 9-10=-692/1866, 8-9=-692/1868, 68=-1083/2719
WEBS 3-10=-503/161. A.10=412/745, 4.8=-412/745, 58-5031161
NOTES
1) This truss has been checked for uniform roof live load only, except as noted.
2) Wind: ASCE 7-05: 85mph: h=251t: TCOL=4.2psf: BCOL=4.2ps1: Category 11; Exp 8; enclosed: C-C Exterior(2); cantilever Iett and right exposed: end vertical left and right exposed: porch left and right
exposed; Lumber OOL=1.33 plate grip DOL=1.33.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5) ' This truss has been designed fora live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 wide will lit between the
bottom chord and any ether members. 6) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 644 Ib uplift at joint 2 and 644 Ib uplift al joint 6.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI
1•,
LOAD CASE(S) Standard
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19-1-2
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Job Reference (optional)
DO s Jan 15 2007 MfieK Industries, Inc. Mon Jun 30 10;41:41 2008 Page 1
26-0-0
6-10-14
26-0-0
8-11-4
8-1-8
8-11-4
28-0-0
2-0-0
s.d.•1•vc
LOADING (pot)
TCLL 30.0
TCDL 10.0
SCLL 0.0
BCOL 10.0
SPACING • 2-0-0.
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress !nor YES
Code IRC2006/TP12002
CSI
TC " 0,40
BC 0.48
WE 0.33
(Matrix)
DEFL in poc) Udell Ud
Vert(LL) 0.24 6-8 >999 240
Ven(TL) -0.38 6.8 >809 180
Horz(TL) 0.10 6 nfa nla
PLATES GRIP
MT20 220/195
Weight 102 Ib
LUMBER
TOP CHORD 2 X 4 DF No,18Btr
BOT CHORD 2 X 4 OF No.1&Btr
WEBS 2 X 4 DF StudtSld
REACTIONS (Ib/stze) 2=1459/0-5-8, 6=1459/O.5-8
Max Uplif12---644(LC 3). 6=644(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/50. .2963/1224, 3-4=-2583/1174. 4-5=-2583n 174. 5.6=-2963/1224, 6.7=0/50
BOT CHORD 2-10=-1083/2719,9-10=-692/1868.8-9=-697/1868,6-6=-1083/2719
WEBS 3.10=-5031161. 4-10---4121745, 4-8=-412/745. 5-8=-503/161
BRACING
TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins.
BOT CHORD Structural wood sheathing directly applied or 6-3-3 oc tracing.
NOTES
1) This truss has been checked for uniform root live load only, except as noted.
2) Wind: ASCE 7-05; 85mph; h=25ft; TCOL=4.2psf: BCOL=4.2psf; Category It Exp B; enclosed: C-C Exterior(2); cantilever left and right exposed : end vertical tett and right exposed; porch left and right
exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) 'This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection.
5) *This truss has 1-Received T i m e °`J u n • 3 0 b 11 15 A M all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and .4 c ......-..--....
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 644 lb uplift at joint 2 and 644 Ib uplift at joint 6.
.. •...... _..,.,. _ _.__ :___. e�:.r_...:-i r...r..�.-d.....- osna 1 1 e...I Ran? to 7 and referenced standard ANSI TPI
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION'OpRIk-ECTI NS
.000Valley
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY LIILDIr DIVISION
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