HomeMy WebLinkAboutRLC96-0100 - RLC Inspections - 4/9/1996 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,
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 .Lj RLC#
Owner ► �. .. � 'A ' Parcel Number 4 240k— 4►2" 16CB D
❑ 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 8.50
❑ 6. Floodplain
❑ 7. Seismic Hazard Area t J
❑ 8. Aquifer Recharge Area {=
❑ 9. Other —6
Comments:
41
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Authorized Signature Date
DRAWINGS & ADDITIONAL FINDINGS:
Y /
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APPROVED
i MASON BUItDIji% f=►SpECTOR
i CRUCES SUB ECT TO APPROVAL
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see planning conditions; nonconforming DONE GDR 09/24/96 GDR
structure setback etc.
called owner requesting additional �x
information.
problems with spans and sizes of lumber.
A,x 8 1 s overspanned max spac4.n9,f2r _
,posts for size 5' o.c. Additional gpst
tshall be supported by 12" x 8" pirr
blocks that are fully insected irsr-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'a can or maybe doubled.
"Doubled 2 x 6'a shall be min Rem/Fir tio.
2 or BTR., bearing on beams at either
end of rafters,-nailed soli4,-�%$=:2 144
Ir0�01x38;dZ' o.c..
9biw-Ifix must be done to each t9fter.
*#Wu9hout project mobile cover, caxporp
der de(4
2 x 6 collar ties spanning 20 ft.
overspanned min 2 x 12's 48" O.C.
-collar ties ahall,also,be,daulbel
&Xnd.-nailed 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 COMPLIANCE
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