2007, 11-26 Permit App: 07004635 Pole Bldg Project,Number; 07004635 Inv: 1 Application Date: 11/26/2007 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 24 X 30 POLE BLDG Contact: BUNKER BUILDINGS
Address: PO BOX 48287
C-S-Z: SPOKANE,WA 99208
Setbacks:Front Left: Right: Rear: Phone: (509)468-8182
Group Name:
Site Information: Project Name:
Plat Key: 001839 Name: OPPORTUNITY TR#01-354 District: Sout
Parcel Number: 45214.2014 Block: Lot:
SiteAddress: 12004 E 12TH AVE Owner:Name: COLYAR,KALE R&MEGAN M
Address: 12004 E 12TH AVE
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: R-3 SF Res District
Water District: Hold: r
Area: 9,640 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information
Review
Building Plan Review Released By:
Originally Released: 11/21/2007 By: tmelbourn
Landuse/Zoning/HE Conditions Released By:
Originally Released: 11/21/2007 By: mpalaniuk
Permits:
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Operator: Print Date: 11/26/2007
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Project Number; 07004635 Inv: 1 Application Date: 11/26/2007 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: BUNKER BUILDINGS Finn: BUNKER BUILDINGS
Address: 1028 W ROSEWOOD Phone: (509)468-8182
SPOKANE,WA
Building Characteristics
Building Height 16
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
POLE BDLG U-1 VB 720 $13,680.00 720 $13,680.00
Totals: 720 $13,680.00 720 $13,680.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $237.25
ACCESSORY PLANS REVIEW 1 SELECT $59.31
WSBC SURCHARGE 1 SELECT $4.50
Permit Total Fees: $301.06
Notes:
Payment Summary ,:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $301.06 $301.06 $0.00 $301.06
$301.06 $301.06 $0.00 $301.06
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: 11/26/2007
Permit Center
*Mane 11707E Sprague Ave, Suite 106 t ,.*fir i y , ,__ .-:
okane Valle WA 99206
.....0 Valley (09)688-0036 FAX: (509)688-0037' �...s„ .
Community Development www.spokanevallev.or..com
Residential Construction ❑ New Construction ❑ Accessory Bldg
Permit Application o Addition/Remodel o Deck
o Other:
SITE ADDRESS 12c_--x- 44 �"'( 2. 14 ct-'
<--.
, (24-7- I1pr . 1 99 z.45(.,
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
z• 4u ..e,;1,,, ate, ',. x ,4 _.rr' i `sc_"'} �1
Builcung owner _ "-- 1 ° .� . � � t Av ,, ,-.? �,
=.5. .,. •.. �,� �.,�� „ �: contractor� R�- n� t � s
r- { D
Name:k1 e t'l-�iof, A t ,T.) r yr r Name: frill�•- rr /.3l //I/i J
Address:/2-0 .7 y Cs f 2.1 h Address: J6 l /l le} M75e,eLX'
City: ),a `' e Zi 9 j'2 City: '4-3, Zip: C,7,-;;/-,c:_(,.,•
Phone: 4'a-e-10 6 L ax: Phone: !;7--�/ , z,:- Fax: 04'' .-1" 1`7-
Lic No:Ali,/4 5, 71 xp.Date:
f utitr i 4". ;: "=tea' k'V - „';a
� tact eI O .moi Y 4 v -1* "--,'
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City Business Lic No:
Name:
Phone:
Describe the scope of work in detail: Cost of Project: $ ',Ia./V.7
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TOPEAK:- , DIMENSIONS: ,, #OF STORIES: TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ: 2ND FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: �'
s AREA/
FINISHED BAENT GARAGE . FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: /Sf� Q
'" / PR ERTY� /U
ZS
#OF BEDROOM CONSTRUCTION TYPE: HEAT SOURCE: EW Oil SEPTIC?
DISCLAIMER -I
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 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) This 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
—o;is appficatiorrean-be processed.
Signature -/ Ahl L..-- Date 2 -7 i i_7--; <->f
Method of Payment (Faxed permit applications will only be accepted with major bankcard)
❑ Cash 0 Check 0 Mastercard 0 VISA 0 Other
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 825/2005
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PLANNING DEPT. APPROVED
BY: "1 za/trgi,i77-
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,
WAMBEKE ENGINEERING 2913 East 61st Court
Daniel Wambeke, P. E. Spokane, WA 99223
Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com
STRUCTURAL DESIGN DRAWINGS
FOR
24' X 30' X 12' POST FRAME BUILDING
FOR
COLYAR PROJECT
SPOKANE VALLEY, WASHINGTON
JOB NO. BB-1602
PREPARED FOR
BUNKER STEEL BUILDINGS, INC.
SPOKANE, WASHINGTON
November 15, 2007
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COLYAR
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NAME INFO. - P.O.#
POST EOoTING SCHEDULE COLYAR BB. 1602
LOCATION POST SIZE DIAMETER I)EPTII Y1)S.PER TOTAL
:TION 2,3 A+B 6X6 21" 3' .27 1.08
ALL OTHERS
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FROM ANYONE BUT CENTRAL
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COLYAR
. BB1602
24X30X12 4:12
4 12
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12'-11'' 12'-11" 12' F_AVE
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PAGE 3
COLYAR
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24X30X12 4:12
ROOF AREA
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PAGE 4
HAUNCH, PURLINS & RIDG]
SPACE PURLINS
0',2',4',6',8',10'-1",12'-2" O.C.
2X8 RIPPED
2x6 girts
Top Purlins
Each Side
W/ 2x4 'L' Purlin
2x 6
Roof Purlins
PRE -MANUFACTURED
TRUSS
BOLTING:
OST
TRUSS TO POS1 BOLT 8-1SO NAILS
SUPPORT BLOCK TOOOST 2 BOLTS a -16D NAILS
RAT RUNS 8' O.0
SECTIONS 2,3 A+B
C:reited and ()osigmad Exclusively Tor:
BUNKER STEEL BUILDINGS INC,
. FOULSTON
BSI 575
24X30X10 4:12
6' 6.8"
8' . 4'-8" 4,-8" B' ..
6' .. 6-8" 6'-8" 6'
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ROOF OSB LAYOUT
PAGE 6
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THE FOLLOWING MINIMUM ROCF DIAPHRAGM REQUIREMENTS ARE NEEDED'
M ROOF STEEL, 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS' *10 x 1 1/2' AT 9' O.C. (NEXT TO HIGH RIB)
• EAVE AND RIDGE PURLIN SCREWS' *14 xl 1/2' AT BOTH SIDES OF
EACH MAJOR RIB
THE FOLLOWING MINIMUM ENDVALL DIAPHRAGM REQUIRMENTS ARE NEEDED,
>la ENDWALL STEEL! 29 GAUGE GRAND-RIB III, 36' WIDTH OR EQUIVALENT
• FIELD SCREWS *10 x 1 1/2' if 9' O.C. (NEXT TQ HIGH RIO)
■ BASE GIRT, END TRUSS, AND DOOR HEADER SCREWS' *14 x 1 1/2'
Q BOTH SIDES OF EACH MAJOR RIB.
FDIAPHRAGM SCREWS
(AVEA6 RDOOR PURALIor
M NON RABLE NDG RUSS RTOP CHORD,
DIAPHRAGM SCREWSi TYPICAL SCREW PATTERN, EXCEPT AS
NOTED ABOVE
STEEL SHEETING SCREW PATTERNS
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PAGE 7
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PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWFn FC
1 c i l (C) 7