Sprague E 8522 Pring Corp - Add Dr. Thru
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(THIS IS NOT A PERMIT)
BUILDING PERMtT APPLICATiON WORKSHEET
PLEASE PRINT AND COMPLETE ONLY THOSE PARTS OF 7HE FORM YOD UNDER TAN
COMPIETE IN iNK
(Please return this on8lnat and your building pians to the Oepartment ot Bufiding and Satety)
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DEPARTMEMTAL REVIEW
Approv Cond. Hotd
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1 ceNity that 1 have exemined this Itcation and atate that the information contained, in lt and 9ubmitted .
by me or my apent comptle sai iicatto a true and rect
SlpnBture - Date
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4 1 AN'T7 GROESBECK • PdSOLD IRcBiTBCTS a.z.d.
NUBTN 900 PINFS SPOiUNB. WASHINCTON f9206.., 5042b+lM
June 2, 1986
• OUTLINE SPECIFICATIONS
Appleway Drive-Thru and Parts Addition
Address: East 8500 Sprague
Code Information: B-1 Drive-Thru, B-2 Parts
Stories: Two
Fi oor Area: New: Remodel :
lst Level 2921 SF lst level 1668 SF
2nd Level 1221 SF
Tota1 4142
6asic Wi nd Speed: 70 MPH
Ex posure: A
CODES# REGULATIONS ANO DESIGN CRITERIA
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1) Codes appl i cabl e to thi s Project are the Un iform 6u i 1 di ng,
Uniform Fire, Uniform Mechanical, and Uniform Plumbing
Codes, 1985.
Spokane County 6uilding Regulations and the turrent edition
of NFPA Li fe Safety Code.
6uilding will be Occupancy B-1 and 6-2, Construction will be
Ty p e I I I PI .
GENERAL W4RK
1) Structural Design Criteria
Loads: Seismic Zone II
lst Floor: 4" concrete slab on campacted gravel
2nd F1oor: 1-1/8" T b G plywaod on 20" TJ1 at total load of
250 lbs/SF
Roof : Extsttng truss, TJI
2) Si te Work
Pa tch wi th 2" a sphal t pav i ng avith 4" b ase course gravel as
required.
Roof dra inage to exi s ti ng drywel l s (2)
C1 ean two existing drywel l s