2008, 05-20 Permit App: 08001859 Lean ToProject Number: 08001859 Inv: I Application Date: 5/20/2008 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Proiect Information:
Permit Use: 12 X 36 LEAN TO Contact: QUALITY STEEL BLDGS
Address: 7810 N MARKET ST
C - S - Z: SPOKANE, WA. 99217
Setbacks: Front Left: Right: Rear: Phone: (509)468-1606
Group Name:
Site Information: Project Name:
Plat Key: 002093 Name: PONDRA PINES ADD District: Sout
Parcel Number: 45324.1221 Block: Lot:
SiteAddress: 4209 S PONDRA DR Owner: Name: SCHULTZ FAMILY TRUST
Address: 4209 S PONDRA DR
Location:: CSV SPOKANE, WA 99206-8616
Zoning: R-1 SF Res Estate District
Water District: 101 SPO CO WATER DIST#3B Hold: ❑
Area: .00 Acres Width: 224 Depth: 160 Right Of Way (ft): 50
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review Released $y.
Originally Released: 5/19/2008 By: tmelbourn
Landuse/Zoning/HE Conditions Released By:
Originally Released: 5/19/2008 By: mpalaniuk
Permits: _.r.
Operator: JD Printed By: JD Print Date: 5/20/2008
Project Number: 08001859 Inv: I Application Date: 5/20/2008 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: QUALITY STEEL BUILDINGS INC
Address: 7810 N MARKET ST
SPOKANE, WA 99207
Building Permit
Firm: QUALITY STEEL BUILDINGS INC
Phone: (509) 468-1606
Notes:
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $213.56 $213.56 $0.00 $213.56
$213.56 $213.56 $0.00 $213.56
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: 5/20/2008
This Application:
Total Project:
Description Grp Type
Notes Sg Ft Valuation
Sa Ft
Valuation
POLE BDLG U-1 VB
432 $8,208.00
432
$8,208.00
Totals: 432 $8,208.00
432
$8,208.00
Item Description
Units Unit Desc
Fee Amount
RESIDENTIAL PERMIT FEE
1 SEEECT
$167.25
ACCESSORY PLANS REVIEW
I SELECT
$41.81
WSBC SURCHARGE
1 SELECT
$4.50
Permit Total Fees:
$213.56
Notes:
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $213.56 $213.56 $0.00 $213.56
$213.56 $213.56 $0.00 $213.56
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: 5/20/2008
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SPOKANE COUNTY HEALTH DISTRICT
ENVIRONMENTAL 7ZI-d
THDIVISqION APPL.lI
FINAL INSPECTION FOR SEWAGE SYSTEM AT O r
(numerical address or lot and block inplat or section, township,, and range and road)
Please fill out in heavy dark line (felt-tip pen or equal) with.a straight edge. Plan
is to include outline of structure (if available) as its position occurs on the prop-
erty. Identify by measurement actual location of septic tank, drainfield lines,
drywell, or other on-site sewage facilities, property lines closest to drainfield,
on-site well (when applicable), driveway, and road frontage. Septic tank access
must be referenced to a known fixed surface structure.
NORTH
Sew a system designed
far � bedrooms osiy.
FINAL INSPECTION MADE BY
COMMENTS:
1/83
s C/y'D
Project
Transmittal
City of Spokane Valley
Community Development
Department
11703 E. Sprague Ave, Suite B3
Spokane Valley, WA 99206
Phone: 509.688.0036
Newproject ❑
Previouspre-app meeting ❑
Plan revisions 0
Transmittal Date:
Friday, May 16, 2008
Site Address: 4209 S PONDRA DR Project Number: 08001859
Parcel Number: 45324.1221
Zoning: R-1 Water District: SPO CO WATER DIST#36
Fire District: FD 01
Applicant: QUALITY STEEL BLDGS
7810 N MARKET ST
SPOKANE, WA. 99217
(509) 468-1606
e-mail: INFO@QSBINC.COM
Contact: QUALITY STEEL BLDGS
7810 N MARKET ST
SPOKANE, WA. 99217
(509) 468-1606
e-mail: INFO(a)QSBINC.COM
Owner. SCHULTZ FAMILY TRUST
4209 S PONDRA DR
SPOKANE, WA 99206-8616
e-mail:
Occupant:
e-mail:
Contractor. QUALITY STEEL BUILDINGS INC Arch /Engineer:
7810 N MARKET ST
SPOKANE, WA 99207
(509) 468-1606
e-mail:
Project 12 X 36 LEAN TO
Description:
Please send all plan review and project comments via e-mail to the
highlighted individuals.
For City Use Only
V
l' OF Project Number 1
SPLUSCITpokane Project Address
Valley„;oO,
11703 E Sprague Ave Suite B-3 1 Spokane Valley WA 99206
509.688.0036 1 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 na,1; be required fur re -submittals as project application reviewers work on multiple applications and it
niap be several daps before thev can look at.vour 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
eapertisefor dealing with reviewer comments would be the best choice.for the entire review process.
i Call staff regarding the status of your project only after the target date shown at the top of the page.
Although von should be contacted on or by the target date, please fieel free to contact its if lvou haven't heard f'oa its
by roar target date. Stajf auv contact you before the target date if the initial review is complete. By following this
procedure. You will save tone 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 firom 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 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
PURLIN SIZES AND SPACING sl sl SIMPS❑N J❑IST HANGER
USE 2' X 6' DF -L #2 @ 2' 0' D.C., 8' BAYS 72-
d NAIL @ 10" D.C.
USE 2' X 6' DF -L #2 @ 2' 0' O.C., 10; BAYS 2" X 6" ❑R 2" X 8" PURLIN
USE 2' X 8' DF -L #2 @ 2' 0' D.C., 12BAYS / X 6" FULL WIDTH
PURLIN CONNECTION METHOD
PURLINS WILL BE HUNG FROM
LEAN TO RAFTERS WITH
STANDARD SIMPSON JOIST
HANGERS OR EQUAL.
NOTES FOR LEAN TO CONNECTION DETAIL
S1 MANUFACTURED TRUSS
NOTCH POSTS 1-1/2' EACH SIDE TO
PROVIDE TRUSS SEAT,
S2 TRUSS SUPPORT POST, SEE POST/FOOTING SCHEDULE,
S3 1 - 3/4' DIA. MACHINE BOLT
S4 2' X 6' X 24' DF -L CONNECTION BLOCK.
PROVIDE BLOCK EACH SIDE OF POST.
SS TYP. PURLIN. SEE CHART AT LEFT FOR SIZES,
S6 2' X 6' OR 2' X 8' EAVE GIRT
S7 2' X 6' DF -L GIRTS @ 24' O.C..
TYPICAL 8', 10' OR 12' BAYS
S8 6' X 6' FULL SIZE LEAN TO POST
S9 6 - 16ci NAILS IN BLOCK & 4 - 16d NAILS IN RAFTER
10 LEAN-TO RAFTERS - SEE CHART & SECTION A -A
NOTES FOR LEAN TO GIRTS
GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS.
BUILDING LEAN TO'S MAY BE OPEN OR ENCLOSED
USE 2' X 6' DF -L #2 GIRTS @ 2' 0' O.C. FOR 8' BAYS
USE 2' X 6' DF -L #2 GIRTS @ 2' 0' O.C. FOR 10' BAYS
USE 2' X 6' DF -L #2 GIRTS @ 2' 0' O.C. FOR 12' BAYS
,O
0' 1V
LEAN-TO ADDITION TO POST FRAME BUILDING
CONTINUOUS ROOF SLOPE
L r1
N.T.S.
NOTES FOR FOOTING DETAIL
aS1 TREATED POSTS AS SIZED PER SCHEDULE
2 VIBRATE OR ROD CONCRETE TO OBTAIN
FULL BEARING
�3 UNDISTURBED SOIL
FOOTING DETAIL
N.T.S.
BUILDING SPECIFICATIONS:
GENERAL - ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2006 EDITION OF THE
INTERNATIONAL BUILDING CODE (IBC 2006), AND ALL STATE & LOCAL BUILDING CODES. THESE
SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 PSF LIVE LOAD, 85 & 90
MPH WIND SPEED, EXPOSURE B AND SEISMIC DESIGN CATEGORY C.
DESIGN LOADS - ROOF LL = 30 OR 40 PSF ROOF DEAD LOAD = 5 PSF*
CEILING LL = 0 PSF CEILING DL = 1 PSF
* ROOF DL. ALLOWS FOR A MAXIMUM OF 3" THICKNESS OF FIBERGLASS INSULATION.
* MAXIMUM SOIL BEARING PRESSURE = 2,000 PSF
MAXIMUM SOIL BEARING PRESSURE IS BASED ON SAND, SILTY SAND, CLAYEY SAND, SILTY
GRAVEL AND CLAYEY GRAVEL SOILS OR BETTER ACCORDING TO IBC TABLE 1804.2. LESSER SOIL
CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER.
CONCRETE - MINIMUM 28 DAY COMPRESSIVE STRENGTH F'c = 2,000 psi, 4 SACK MIX FOR
FOOTINGS. CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05.
WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF -L #2 OR BETTER BY WWPA GRADING
RULES. MAXIMUM MOISTURE CONTENT SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO
TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF
IBC 2003. ALL NAILS INTO PRESERVATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC
COATED GALVANIZED STEEL, SILICONE BRONZE, COPPER OR STAINLESS STEEL. CCA TREATED
WOOD SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARDS C-16, C-22, C-23,
C-24 & C-28. POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. ALL POST
MATERIALS SHALL BE HEM -FIR #2 OR BETTER, FULL DIMENSION AND GRADED BY WWPA
GRADING RULES. HARDWARE SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL
CONFORM i0 ASTM A307. METAL PANELS MAY BE DELTA RIB STYLE, GALVANIZED OR PAINTED,
29 GAUGE THICKNESS, ASTM A653 STRUCTURAL QUALITY (SQ), Fy = 80.0 ksi. ROOF PANELS
SHALL BE FASTENED TO PURLINS WITH PLATED, GASKETED 1 1/2" LONG METAL TO WOOD
FASTENERS. WALL PANELS SHALL BE FASTENED TO GIRTS WITH PLATED, GASKETED 1" OR
LONGER METAL TO WOOD FASTENERS. PANELS SHALL BE INSTALLED AND FASTENED ACCORDING
TO THE MANUFACTURER'S RECOMMENDATIONS.
SOIL COMPACTION - ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED WITH A
VIBRATORY COMPACTOR TO 95% OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557,
METHOD D.
PURLIN CONNECTION METHOD
NOTES FOR LEAN TO CONNECTION DETAIL
S1 MANUFACTURED TRUSS
NOTCH POSTS 1-1/2' EACH SIDE TO
PROVIDE TRUSS SEAT.
S2 TRUSS SUPPORT POST, SEE POST/FOOTING SCHEDULE.
S3 3/4' DIA. MACHINE BOLT - NOT REQ'D ON ENDWALLS
S4 2' X 6' X 24' DF -L CONNECTION BLOCK.
PROVIDE BLOCK EACH SIDE OF POST.
SS TYP. PURLIN. SEE CHART AT LEFT FOR SIZES,
S6 2' X 6' OR 2' X 8' EAVE GIRT
S7 2' X 6' DF -L GIRTS @ 24' O.C..
TYPICAL 8', 10' OR 12' BAYS
Se 6' X 6' FULL SIZE LEAN TO POST
(SD 16d NAILS
10 LEAN-TO RAFTERS - SEE CHART & SECTION A -A
PURLINS WILL 13E HUNG FROM
LEAN TO RAFTERS WITH
STANDARD SIMPSON JOIST
HANGERS OR EQUAL.
NOTEi
PURLINS TO BE SPACED @ 16' O.C.
UPPER HALF OF LEAN-TO SPAN
TO RESIST SNOW DRIFT LOAD
LEAN-TO ADDITION TO POST FRAME BUILDING
STEP DOWN LEAN-TO ROOF
N.T.S.
ry
w
3-
w
F -
Q'
W
8 1/2"
2" X 8', 2" X 10" OR 2" X 12'
VERTICAL MEMBERS — SEE CHART
SECTION A - A
STANDARD RAFTER DETAILS
'Z'T""DS❑N J❑IST HANGER
a
W
W
z
W
H -
n
w
6" OR 2' X 8" PURLIN
NAIL @ 10' D.C.
A o , I_ A IV u!. �" 11c
VERTICAL MEMBERS — SEE CHART
SECTION A - A
BOX BEAM DETAILS
6d NAIL @ 10" D.C.
6d NAIL @ 10" D.C.
2" X LAMINATED TO
ENDWALL RAFTER WHERE
20
REWD - SEE CHAR
E" ENDWALL RA
SECTION A - A
STANDARD ENDWALL RAFTER DETAILS
n
FTERn - SEE Cn
HART
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EXPIRES 12 29 O9
RAFTERSECTION
A
SPAN
BAY
SPACE
LIVE LOAD
PSF
RAFTER SECTION SIZE
OR COMBINATION
ENDWALL RAFTER SECTION
SIZE OR COMBINATION
B'
0'
8'
0'
30
2
- 2'
X 8'
2'
X
8'
e'
0'
10,
ol
30
2
- 2'
X 8'
2'
X
8'
30
2
- 2'
X 10'
2'
X
10'
81-9-1
81
0'
40
2
- 2'
X 8'
2'
X
8'
8'
0110,
ol
40
2
- 2'
X 10'
2'
X
10'
40
2
- 2'
X 10'
2'
X
10'
i'
8'
0'
30
2
- 2'
X 10'
2'
X
10'
30
2
- 2'
X 10'
2'
X
10'
01
01
IP,
'
30
2
- 2'
X 12'
2'
X
12'
10,
0'
8'
0'
40
2
- 2'
X 10'
2'
X
10'
40
2
- 2'
X 12'
2'
X
12'
I'
40
2
- 2'
X 8'
&
2 -
2' X
6'
BOX
2'
X
12'
& 2'
X 8'
P-1
8'
0'
30
2
- 2'
X 12'
2'
X
12'
'
30
2
- 2'
X 6'
&
2 -
2' X
6'
BOX
2'
X
12'
& 2'
X 6'
1 •
2
- 2'
X 10'
&
2 -
2' X
6'
BOX
2'
X
12'
& 2'
X 8'
8'0'
2-2'X8'&2-2'X6'BOX
2'X12'&2'X8'
'
0.'
40
2
- 2'
X 10'
&
2 -
2' X
6'
BOX
2'
X
12'
& 2'
X 8'
•
40
2
- 2'
X 10'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
8'
0'
30
2
- 2'
X 10'
&
2 -
2' X
6'
BOX
2'
X
12'
& 2'
X 10'
30
2
- 2'
X 10'
&
2 -
2' X
6'
BOX
2'
X
12'
& 2'
X 10'
'
30
2
- 2'
X 12'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
'
8'
0
2
- 2'
X 10'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
'
40
2
- 2'
X 12'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
DF -L #1
'
40
2-2'X12'&2-2'X6'
BOX
DF -L#1
2
-
2' X
12'
DF -L #1
8'
0'
30
2
- 2'
X 12'
DF -L
S. STRUCT.
2'
X
12'
DF -L
S, STRUCT.
-n'
30
2
- 2'
X 12'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
'
ow,
n,
30
2-2'X12'&2-2'X6'
BOX
DF -L#1
2
-
2' X
12'
DF -L S,S.
8'
0'
40
2
- 2'
X 12'
&
2 -
2' X
6'
BOX
2
-
2' X
12'
DF -L #1
2
- 2' X
12' &
2
- 2'
X 6'
BOX
DF -L
S.S
2
-
2' X
12'
DF -L S.S.
L40
40
4-2'X12'&2-2'X6'13OXDF-LS.S2
-
2' X
12'
DF -L S.S.
ry
w
3-
w
F -
Q'
W
8 1/2"
2" X 8', 2" X 10" OR 2" X 12'
VERTICAL MEMBERS — SEE CHART
SECTION A - A
STANDARD RAFTER DETAILS
'Z'T""DS❑N J❑IST HANGER
a
W
W
z
W
H -
n
w
6" OR 2' X 8" PURLIN
NAIL @ 10' D.C.
A o , I_ A IV u!. �" 11c
VERTICAL MEMBERS — SEE CHART
SECTION A - A
BOX BEAM DETAILS
6d NAIL @ 10" D.C.
6d NAIL @ 10" D.C.
2" X LAMINATED TO
ENDWALL RAFTER WHERE
20
REWD - SEE CHAR
E" ENDWALL RA
SECTION A - A
STANDARD ENDWALL RAFTER DETAILS
n
FTERn - SEE Cn
HART
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,,. - • �. PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS. FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS ,
Li
CITY COPY
THIS BUILDING SUBJECT, -
-, TO FIELD INSPECTION CORRECTIONS.
• � • � MPLIANCE
, R!A EED FOR CODE --
SPOKANEVALLEY BUI / NG D ISION
0