1992, 04-01 Permit App: 92002070 Deck Roof Spokane County
DEPARTMENT OF BUILDING & SAFETY
West 1303 Broadway Avenue Spokane, WA 99260 (509) 456-3675
INFORMATION WORKSHEET
PARCEL NUMBER: ;7G.0"707 - i®,-/
STREET ADDRESS:
CITY/STATE/ZIP: /1° I,--C- J (r
SUBDIVISION: �iy�/r .Vi�W.tD /4"
BLOCK: LOT: // ZONE: DISTRICT:
LOT AREA: F/A: WIDTH: DEPTH: R/W:
# OF BUILDINGS:/ # OF DWELLINGS: WATER DISTRICT:
OCj
OWNER: C (C- . GC ('� fr14 4 PHONE: - 0 l 7
MAILING ADDRESS:
CITY/STATE/ZIP:
CONTACT: PHONE: - -
SETBACKS: - FRONT: LEFT: RIGHT: REAR:
PERMIT USE: 8-ea. PC C �1 fr' C 1,2 /
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BUILDINGINFORMATIONINFORMATION �
CONTRACTOR LICENSE NUMBER: /1 1 lT f /1 l 1 0 1
CONTRACTOR: 13-I o-c< PHONE: 5Gc7- 3- - 5 S y
MAILING ADDRESS: A ` lj l ( C )e
ARCHITECT/ENGINEER: PHONE: - -
MAILING ADDRESS:
NEW: REMODEL: ADDITION: CHANGE OF USE:
DWELL UNITS: OCCUPANT LOAD: BUILDING HGT: STORIES:
BUILDING DIMENSIONS: X (WIDTH X DEPTH) SQ. FT. :
REQUIRED PARKING: # HANDICAP: SPRINKLERED: CRITICAL MATERIAL:
Please provide the following information for Energy Code compliance:
Space heating type (check one)
Forced air electric Electric baseboard or wall mount Propane
Forced air gas Heat pump Other:
Flat ceilings R Doors U
Vaulted ceilings R Windows U
Above grade walls R Glazing area %:
Below grade walls R Total floor area
Floor R of heated space
Slab on grade R Furnace efficiency rating
Please indicate on your plans: The location of the radon vent, and the location of the vent fan area.
Square footage
Main floor:
Second floor:
Basement- Finished:
Unfinished:
Garage:
Carport:
Decks:
Additional Areas:
•
•
•
•
LENDER/BOND HOLDER:
ADDRESS:
CONTACT: PHONE:
EWING M . MICKEN - ARCHITECT
N. 6116 G. STREET SPOKANE, WASHINGTON 99205 509-328-7628
May 5, 1992
Spokane County
Department of Building and Safety
West 1303 Broadway
Spokane, Washington 99260
Attn: Jeff Forry
re: Residence @ E. 14220 23rd.
Patio cover replacement.
Having reviewed the information given to me ie 2x4's @ 24" o.c. w/spans
as per diagram.
Ex o-r'c, 13m j coL -
FlaArAtkig
319*. 71-4"
And assuming a roof live load of 30#/sf & D.F. & L. lumber #2 grade. 2x4's
are adequate for the conditions in sofar as bending & shear forces are
concerned.
Ewing M. Micken, Arch.
EM/cm
cc A - 1