1992, 04-09 Permit App: 92002341 GarageSPOKANE COUNTY IyEPAr4TMENT OF BUILDINGS
.. h y�-.,a ,y•
\W.1303 BROADWAY AVENUE
SPOKANE, WASHINGTON 99260
(509) 456-3675
1 certify that I have examined this permit/application, state that the information contained in it and submitted by me or my agent to compile said permit/application is true
and correct. and authorize Spokane County to proceed with processing In addition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE
provisions included herein and agree to comply with same. All provisions of laws and ordinances governing this type of work will be complied with whether specified
herein or not l understand that the issuance of this permit/application and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to
give authority to violate or cancel the provisions of any state or local law regulating construction, or as a warranty of conformance with the provisions of any state or local
laws regulating construction.
SIGNATURE OF APPLICATION
OWNER OR AGENT DATE
PROJECT NUMBER= 92002341 APPLICATION
DATE= 04/09/92 PAGE= 01
+€R'**** THIS IS NOT A PERMIT x'aex'#*x
PI:::NAL-T:LI-S WILL,BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 8808 E MAIN AVE PARCELK= 18544-1725
ADDRESS= SPOKANE WA 99212
PERMIT USE= DETACHED GARAGE
PLATY= 001132 PLAT NAME=:
BLOCK= 3 LOT=
AREis=' 00000000 F
A
OF BUDGE= 0 DWELLINGS=
i
OWNER= I WEBER, MARK
STREET= 8808 E MAIN AVE
ADDRESS= SPOKANE WA 99212
HARRINGTON'S ADD,TO HUTCHINSON
2 ZONE= UR -3.5 DIST0= E
F WIDTH= 120 DEPTH= 203 R/W= 40
1 WATER DIST =
CONTACT NAME= MARK WEBER
BUILDING SETBACKS: FRONT= 50 LEFT= 30
PHONE= 509 924 5864
PHONE NUMBER= 509 924 5864
RIGHT= 45 REAR= 111
*****%************************ REVIEW INFORMATION ******3t***-****•
DEPARTMENT'
BUILDING
BUILDING
REVIEW COMMENTS
PLAN REVIEW REQUIRED
SETBACK REVIEW REQUIRED
HEALTHDIST INCRErSE'IN LOT f' .t :'ERAGE. b
il'****'tne****** et .r.LDING PERMIT ###iFif#ieii-ie##('#ii'k'ir3i'ieri'ie'lfi<•####drif
APPROVAL COMMENTS
As PeRsCIEIR&.._//9 jfiO{1 affe
*•x•x'x'=,e*
CONTRACTOR= OWNER
NEW= X REMODEL=
DWELL UNITS= OCCUP. LD=
BLDG W X D ,r_ 24 X 36 SQ FT=
REQ PARKING= 4HANDICAP=
DESCRIPTION GROUP
GARAGE M— 1 •.__.
ITEM DESCRIPTION
RESIDENTIAL._ VALUATION
STATE SURCHARGE
COUNTY SURCHARGE
PERMIT TYPE
BUILDING PERMIT
TYPE
VN
FEE AMOUNT
1i0.710
i 1070
PROCESSED BY: JUL.IE SHATTO
PRINTED BY: JULIE SHATTO
PHONE=Y
ADDITION=
BLDG HGT=
864 SPRINKLER= N
CRITICAL MAT= N
CHANGE OF USE=
10 STORIES=
SQ FT
864
QUANTITY
Y
Y
Y
AMOUNT PAID
.00
. 0 0
VALUATION
6912,00
FEE AMOUNT
90.00
4.50
1620
AMOUNT OWING
110,70
le •x'iex•deli•iii@'x'k'rr'x'if•ii•i:ii**•kx•k*"X***8"x'1£11'11#1' THANK YOU neje'x•'x••x"x"x'M3E*'x***fejE'}l itl'*'x'****'x*
NOTICE
It is the responsibility of the permittee, not Spokane County, to see to it that the use described on the front of this permit
complies with applicable codes and requirements and that required inspections are requested. Failure to request required
inspections and obtain the necessary approvals prior to progressing beyond the point where inspections are required may
necessitate removal of certain parts of the construction at the owner's/permittee's expense. At a minimum, the following
inspections ARE REQUIRED by County Code:
1. FOOTING — when forms and reinforcement are in place and prior to placement of concrete.
NOTE: This inspection includes review of the structure's setbacks from property lines. Minimum setbacks are
established by County zoning regulations. Typically, side and rear yard setbacks are measured from property
lines, while setbacks for yards abutting streets are measured from the property line or the center line of the
roadway right-of-way, whichever provides the greater setback from the center line of the roadway right-of-way.
Curb lines and fence lines are not necessarily indicative of property lines. In some residential areas, the County
can own as much as 20 feet of right-of-way between your property and the actual improved street/curb. The
responsibility to comply with applicable setback provisions lies solely with the permittee — neither Spokane
County nor its authorized representatives assume any responsibility for the verification or location of your
property lines. Please verify their location prior to locating your structure. Failure to properly locate the structure
may require its relocation at the owner's/permittee's expense.
2. FOUNDATION — when forms and reinforcement are in place and prior to placement of concrete. (Blocking fora
manufactured home is required to be inspected prior to the installation of skirting.)
3. FRAMING — after all framing, bracing and blocking is in place, and prior to concealing.
4. INSULATION — prior to the installation of drywall.
5. PLUMBING — after rough -in, before covering, and final.
6. MECHANICAL — rough -in of piping, before covering, metal chimneys before concealment, and final.
7. FINAL — when complete and prior to occupancy and/or use. Please provide 24 hours notice.
NOTE: In addition to inspection of the structure, this inspection includes review of site improvements (typically
depicted on the approved site plan) required by ordinance or as a condition of approval of this permit. Items such
as the installation of fire hydrants, fire department access, on-site drainage ("208 swales"), road improvements,
parking, and landscaping are common requirements of a permit/site plan which must be completed prior to final
approval of a building or issurance of a Certificate of Occupancy.
In addition to the above any plumbing or mechanical systems or materials which would be concealed by framing, drywall,
Concrete, etc., must be inspected prior to cover. Check with the department for "special inspections" in conjunction with
commercial projects. '
CALL 456-3675 FOR INSPECTIONS.
TO INSURE PROMPT SERVICE, PLEASE GIVE 24 HOUR NOTICE.
YOUR INSPECTOR IS
UNDER CERTAIN CIRCUMSTANCES, PARTS OF YOUR PROJECT MAY REQUIRE INSPECTIONS FROM OTHER
AGENCIES:
o road cuts for utilities or drives, State or County Engineer's Office
456-3600
o on-site waste disposal system, Environmental Health District
456-6040
o construction in a flood plain, County Engineer's Office
456-3600
o electrical wiring, State Department of Labor and Industries
456-2792
o sewer connection, County or City Utilities Department
456-3604
EXPIRATION
Unless otherwise noted, this permit will be considered null and void by limitation of the work authorized by the permit is not
commenced or is stopped for a period of 180 days, unless a written request for an extension of the permit is received and
approved by the Building Official prior to expiration. At a minimum an inspection should be requested at least once every 180
days to assure the validity of the permit. A permit may be renewed within one year of the date of expiration for one-half the
original fee, subject to certain limitations — please call us if you have any questions.
MISTAKES?
If you think we've made an error in processing this permit or in conducting inspections pertaining to it, or find erroneous
information in the permit, please bring it to our attention immediately by filing a written request for correction within 10 working
days of discovery. All such requests should be directed to the Department of Buildings at the address found on the face of this
permit.
Spokade bounty
DEPARTMENT OF BUILDING & SAFETY
West 1303 Broadway Avenue Spokane, WA 99260 (509) 456-3675
INFORMATION WORKSHEET
PARCEL NUMBER. 17<s/d y
STREET ADDRESS: R990 �
CITY/STATE/ZIP: fes!% wn
SUBDIVISION:
BLOCK: LOT: ZONE: DISTRICT:
LOT AREA: F/A: WIDTH:A' DEPTH: /97 R/W:
# OF BUILDINGS: / # OF DWELLINGS: / WATER DISTRICT:
OWNER:ivy/y..0 649,220/` /i
MAILING ADDRESS:
CITY/STATE/ZIP:
1/0
MAI
PHONE: 7ese P - 6 y
oci-oPorP 71fi/
CONTACT: /711,494r1a2,A#,K/ PHONE:-b�-e
SETBACKS: - FRONT :� LEFT: Y,/RIGHT: 77 'REAR: /I /
PERMIT USE:
BUILDING INFORMATION
CONTRACTOR LICENSE NUMBER:
CONTRACTOR:
MAILING ADDRESS:
PHONE:
•
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 Cpde compli2nce:
Space heating type (check one)
Forced air electric
Forced air gas
Electric baseboard or wall mount Propane
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 t • '
Slab on grade R Furnace efficiency rating
1 ,i 1 ' ,.
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:
•
t,c
•
•
LENDER/BOND HOLDER:
ADDRESS:
CONTACT:
/pal
PHONE:
tv
/ / I
7v/i/,J��r/zE�
September 22, 1992
Spokane County Department of Building
W. 1303 Broadway
Spokane, WA 99201
BEI, 8808. Main,_Dishm_an, Washingto?
To Whom It May Concern:
V4.
I was requested by Mr. Mark Webber to inspect, analyse and make
recommendations regarding the construction of the wood trusses located
at the above address.
Observations:
The trusses are a 4 to 12 Fink Truss design which span 24'-0"
and are spaced at 24" o.c.
The construction is of 2 x 4 (standard or better DF -L) chord
and web members with gang nailed plywood (3/4") gusssets.
The splices are located at a joint in the bottom chord
typically. The trusses are supported by 2 x 4 @ 16" o.c.
stud framing and appear to be toe -nailed to the top wall
plate.
Recommendations:
1. The owner must install H2.5 or H3 hurricane ties by Simpson
Company or equal to each end of each truss and to the top wall
plate for holdown purposes.
2. The bottom chord splice connection is inadequate. The 8" x
12" plywood gusset must be removed and replaced with a 12' x 24"
plywood gusset. The new gusset can be of 1/2" structural II
plywood sheathing with the face grain parallel to the bottom
chord. Nail the new gusset with 8 - 10d twisted shank galvanized
nails to each side and to each chord member (32 nails total).
Nail web members at this joint with 8 nails minimum each member
(4 per side per member).
3. The existing gusset plate may remain at the other bottom chord
joint. Add nails as required at this joint to provide 8 nails
minimum to each web member ( 4 per side per member). The
unspliced bottom chord at this location requires a minimum of
8 nails per side or 16 nails total. All nails are 10d twisted
shank galvanized.
4. Top chord unspliced connections shall be inspected and
verified that there are typically 4 mails per web member per
side. The top chord to gusset connection shall be 8 nails per
side or 16 nails total.
The repair described in item 2 above shall be completed on a per truss
basis (one at a time).
If there are any questions related to the above outline of work please
call me at (509) 535-0138.
Very Truly Yours,
Robert E. Johnson
NCARB Certified
REGISTERED
ARCHITECL
ROBERT(J/lOHNSON
STATE OF WASHINGTON