2006, 09-21 Permit 06003827 Engineer LtrWAMBEKE ENGINEERING 2913 East 61' Court
Daniel Wambeke, P. E. Spokane, WA 99223
Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com
September 21, 2006
Mr. Mark Plivelitch
SPOKANE STRUCTURES, INC.
510 N. Mullin Road
Spokane, WA 99206
SUBJECT: 24' X 48' X 14' POST FRAME BUILDING FOR SHAUNA & BILL CONANT, 11118 E. 36TH AVENUE,
SPOKANE VALLEY, WA
Dear Mark:
This post frame building was sold to Mr. & Mrs. Conant and is being erected according to the standard post frame
building plans I prepared for Spokane Structures, Inc. The building is designed for 30 PSF roof live (snow) load, 85
MPH wind speed, Exposure B, Seismic Design Category C, 2,000 PSF allowable soil bearing pressure and IBC
2003. The roof of the main building has a 4:12 pitch and the posts will be placed at 12'0" o. c.
I have reviewed the design of this building and checked it for the diaphragm design requirements used in
development of the standard plans. The front endwall has a 16' x 12' overhead door and a 3' pass door. There is
insufficient steel siding on this endwall to provide adequate lateral bracing for this endwall of the building against
lateral loads on the roof and sidewalls. It will be necessary to sheet this endwall with 7/16" O.S.B. board or'/2" C-DX
plywood under the steel siding. Install the panels vertical and attach them to framing with 1 '/z" long x 16 gauge
staples @ 3" o. c. on panel edges & 6" o. c. at intermediate framing — this endwall only.
The rear endwall has no openings. There is sufficient sheeting on this endwall to transfer lateral loads on the sidewall
and roof to the base of the building.
The left sidewall has two 4' windows and a 10' x 8' overhead door. The right sidewall has no openings. Sidewall
openings have no effect on the lateral load resistance of this building.
You may use the standard post frame building plans for erection of this building.
Please feel free to contact me if you have any additional questions about the design of this building.
S erely,
__ pp 1..;
Daniel Wambeke, P.E.
Enclosure
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I EXPIRES Rill (Cdq' 1
Designer of Small Structures, Post Frame Buildings, Foundations,
Light Gauge Steel Framing and Grain Storage Systems
Job address
Owners name ✓ Y 14, Yt� cm" 6.1 1 co Y1
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Mailing Address
LEGAL DESCRIPTION
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Work Phones
State be zip
City State Zip
DIRECTIONS TO JOB
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Parcel No. C"33 „ , 03 o y
This Contract subject to obtaining permit.
*Permits will be f handled in (644c, ('air.
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County BY
CAUTION: Concrete floors may crack in the Pacific Northwest for
any number of reasons. Therefore, we will not be responsible for
cracks in concrete floors. However, we do take every precaution t
prevent this from happening and we use material from reput
companies. Also, imperfection in surface level is unavoidable
therefore not guaranteed.
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SIDALL
NOTE: Some things are unforeseeable in any building project. All contract figures are based upon the building site being accessible throughout the entire
project and normal digging being possible. Any expenses incurred to overcome problems, whether underground or weather -caused, are the sole respon-
sibility of the homeowner unless otherwise stated on this contract.
Serving the Inland Empire:.''-./610 N. Mullan Road vt
Spokane, Washington 99206 C—><
Phone: (509) 927-0655
PO KAN E Toll Free: 1-800-735-6347 / Fax: (509) 927-4062
RUCTURES, INC. SALES CONTRACT AND WORK ORDER
SPOKASI126O6
I/we the owner(s) of the premises mentioned below hereby authorize you as contractor to fumish all necessary materials, labor, and workmanship, to install,
construct and place the improvements according to the following specifications, terms and conditions, on premises below described:
Contractor will build a steel covered building over-all measurements wide Lit , long
Wall Height of main body to eave
Dec
1 9 Roof Pitch y7/.2 Roof Load Ytj
Side Hei ht t av Roof Pitch
Low
Shed Roof: High Side Height at eave n9
Insulation: Vinyl Back Fiberglass: Size 0 /17. g ,�" _ Location
Enclosed Shop Size /` �� � „ .
Open Bays f�
Siding Color Base Metal
Roof Color Pattern ,I tel." p z I Gauge
Location
Location
Pattern _r't- Qpns., f Gauge c2 ci
Ag
Trim Color r 6x (Q pressure treated posts encased in concrete. (pc.8' 5-f-roci}y
Non -truss bearing posts and door posts will be 2 ply 2x6 or4x6 pressure treated. Framing lumber standard and better. 2x6 girts and
Purlins approx. 2 feet on center. Pre -manufactured engigeered trusses o . Post concrete �Q yds.
ltt'�
Double Glazeda1w� Windows with screen: / 3 C]] Finish Gt41 he Al_ L
Walk-in Door 3° CQ &. G tC. (Jamb and Door primed in White)
Sliding Doors: sizes and clearance
A. Overhead Doors ssizes 1 /lox; 5i
Eaves cD/i "t'`ro pch Gprb 1/ S e-j-' eg.34ii ettie/ Ass' A i "re.CAI
Feet of Skylight under eaves
�J
y Inches thick concrete slab: size //,sue 9 C fr / / S' yds. Finish 9,9sA0-/-Al Mesh? .gcy /%301
/10 Company agrees to prepare site. 1. Excavation, fill and fine grading are to be paid for in addition to this contract Y�,,S
2. Site preparation is included in cash price below &U
�r
X ttEA Owner agrees to prepare site. Site will be level and all fill sufficiently compacted to provide proper base for floor.
6 Building site to be roughly staked out. I understand site prep responsibilities and have received site prep brochure.
Generator, jackhammer and/or backhoe charge plus labor if needed will be assessed to homeowner in addition to this contract.
Automatic openers installed by anyone other than Spokane Structures Inc. voidswarrantyon overhead doors.
Spokane Structures. Inc. assumes no responsibility for utility or_power lines underground or overhead. Customer assumes responsibility
of moving any lines that interfere with construction of building. _
THIS SALES CONTRACT AND WORK ORDER IS SUBJECT
TO MATERIALAND LABOR UEN. CANCELLATIONS WILL BE
SUBJECT TO 18% CHARGE TO BE MADE AGAINST CASH
PRICE.
THE BALANCE IS DUE AND PAYABLE UPON COMPLETION
OF BUILDING. PLEASE GIVE FINAL CHECK TO THE
BUILDER MADE OUT TO SPOKANE STRUCTURES, INC.
installed
Make all checks payable to SPOKANE STRUCTURES, INC.
Owner agrees to sign all necessary papers required by any financial institution. All surplus material is the property of contractor. In the event of breach of this contract, the Property Owners) also agree
to pay reasonable altorney's fees for consultation and/or such litigation. including all expenses, as may be necessary. No completion date under 45 days will be specified without written approval from the
office, All jobs will be completed as soon as possible, but the company is not responsible for delays caused by bad weather, strikes, reasonable material shortages from suppliers, or acts of God. SPOKANE
STRUCTURES, INC. will under no condition subtract any amount of money from purcha5e price.
SPOKANE STRUCTURES, INC.
DO NOT SIGN THIS CONTRACT U TIL COMPLETELYILLED IN. NO VERBAL AGREEM TS R COGNIZED.
I UNDERSTA f. TERMS AN. CITIONS OF CONTRACT.
By
Po
es, Inc.
DAY ti 20 10
Accepted by X
General Manager of Spokane Structures. Inc. Owneri6uyer
COMPANY GUARANTEE: The Company guarantees its workmanship and will replace faulty material or faulty workmanship free of charge for 12 months from
completion of building(s). Customers, by affixing their signatures hereon, acknowledge that they have received a copy of this contract and are aware of
notices on the reverse side.