HomeMy WebLinkAboutRLC96-0100 - RLC Inspections - 4/9/1996 (2) MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Planning Division
411 N. Fifth, P.O. Box 578, Shelton, WA 98584
(360) 427 -9670
DATE: 04/09/96
TO: WILLIAM SMETZLER
SE 171 FOXGLOVE AVE
SHELTON WA 98584
RE: CARPORT OVER MOBILE
Case No. : RLC96-0100
Parcel No. : 420084290030
Dear Applicant :
As part of this department ' s review on your permit application, a
Resource Lands and Critical Areas (RLC) site inspection was performed on
your property. Below you will find comments made regarding the proposed
development and it ' s critical values .
In some cases, setbacks for development from steep slopes, streams,
wetlands, and waterbodies must be included in your specific proposal ;
these setbacks are included as part of the comments listed below.
Please contact me at (360) 427-9670 or (360) 275-4467, ext . if you
have any questions .
Sincerely,
��WJA-/hcfLAV�A
Land Use Planner
Department of Community Development
COMMENTS:
Existing modified and natural wetlands adjacent to structure. Existing
structure may be repaired but not expanded. See building permit for
additional conditions relating to wetland setback.
RLC, rev. 06/09/94
RESOURCE LANDS & CRITICAL AREAS CHECKLIST
Permit Number •b" '(� RLC# 99*"0A"
Owner 1,0 'L"'4w"�,' S 1o�-Ze Parcel Number +C1 .
❑ 1 . Saltwater/Lake 20 >_ acres Designation
Name of Waterbody
❑ 2. Rivers, streams, or creeks
Type of Water
❑ 3. Lakes or ponds less than 20 acres in size
4. Wetlands: Areas that are inundated or saturated by surface water that
under normal circumstances support vegetation adapted for life in such
conditions as the following: Marshes, bogs, and swamps.
❑ 5. Slopes greater than 15% or 8.51
❑ 6. Floodplain
❑ 7. Seismic Hazard Area-tJ-
❑ 8. Aquifer Recharge Area
❑ 9. Other ` ~
Comments:
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Authorized Signature Date
DRAWINGS & ADDITIONAL FINDINGS:
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see planning conditions; nonconforming DONE GDR 09/24/96 GDR ,
structure setback etc.
called owner requesting additional
information.
problems with spans and sizes of lumber.
.4-.x-8's overspanned max spacir ,_fkr
„posts for size 5' o.c. Additioga,l Est
tshall be supported by 12" x 8" pigr
blocks that are fully insected irA&;o
soils for bearing. New posts shall be
provided with a positive connection to
beams. (Gussetts metal or wood)
'.2•x 6's overspanned max O.C.12". for 14'
,spans. or 2 x 6's can or maybe doubled.
'Tloubled 2 x 6's shall be min Hem/Fir tio.
2 or BTR., bearing on beams at either
end of rafters,-nailed solid %, JtA 2 164
$*AJJa,a2" o.c..
4Md1tifix must be done to each vQ u;,
*4%p!ughout project mobile cover, aaspo4
1M4X;0ver de4
2 x 6 collar ties spanning 20 ft.
overspanned min 2 x 12's 48" O.C.
�SrL t-collar ties shall also be,doulbgd
64n&mailed as above.
TALK TO OWNER IN OFFICE ABOUT ABOVE
STRUCTURAL PROBLEMS.
OWNER WILL BE GETTING ADDITIONAL DESIGN
AND ENGINEERING OF STRUCTURE AS IS. THIS
PERMIT IS IN THE HOLD BIN. 06/27/96.
09-23-96
OWNER AGREES TO COMPLY WITH THE
PRESCRIPTIVE REQUIREMENTS OF THE 1994
U.B.C. AS STATED ABOVE AND CLOSE ON SITE
CORRECTIONS AND CONTINUED SITE
INSPECTIONS FOR CODE COMPLIANCEe
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