HomeMy WebLinkAboutBLD2010-00762 Final Garage - BLD Permit / Conditions - 10/10/2011 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. III 426 W. Cedar P.O. Box 186
Shelton,WA 98584
RESIDENTIAL BUILDING PERMIT BLD2010-00762
OWNER: CARRIE VANDERSLUIS RECEIVED: 8/25/2010
CONTRACTOR: LICENSE: EXP: ISSUED: 9/20/2010
SITE ADDRESS: 101 NE SCHOONER LOOP BELFAIR EXPIRES: 3/20/2011
PARCEL NUMBER: 123305100022
LEGAL DESCRIPTION: BEARDS COVE DIV 4 LOT: 22
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
GARAGE(20-ft x 32-ft_ NORTHSHORE RD TURN RIGHT ON SANDHILL LEFT ON LARSON BLVD
TURN RIGHT ON SCHOONER LOOP 5TH HOUSE ON LEFT
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: Occ.Group: U Lot Size: Deck:
Type of Work: ACC Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building:0 Garage-Detached 640
Valuation: Building Height: 12 Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: E 40.0 Ft. Shoreline: Ft. Water Body:
Rear: W 10.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Shoreline Desig.:
Side 1: N 5.0 Ft.
Year: Serial No.: Side 2: S 50.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee TW 8/25/2010 $254.31 S12010000
Planning Review Fee TW 8/25/2010 $205.00 S12010000
Building Permit Fee TW 8/25/2010 $391.25 S12010000
Building Permit Fee TW 8/25/2010 $391.25 S12010000
EH Plan Review SJC 9/1/2010 $103.00 S72010000
Building State Fee DLC 9/10/2010 $4.50 S12010000
Total $1,349.31
BLD2010-00762 Please refer to the following pages for conditions of this permit. 1 of 4
CASE NOTES FOR
BLD2010-00762
CONDITIONS FOR
BLD20 1 0-00 7 62
1) Owner t is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X
2) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Approved to Plan" to ensure these structures are shown and meet the setback conditions listed.
X ���
0 , l
3) All property lines shall be clearly identified at the time of foundation inspection. X
4) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0 . The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X NR7
5) Approved p r dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X r�
6) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT
PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM
OR ROAD
X
7) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Department yito any further inspections being performed or approvals granted.
o
8) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building
Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
X removal of�prQved documents will result in failure of required building inspections.
BLD2010-00762 Please referto the following pages for conditions of this permit. 2 of 4
9) This structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use
permit shgl(bb pplied for, reviewed and approved prior to the change.
X ��YY
10), The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then
approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
._)
11) WIND LOADS- Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85
MPH.
X l)J
12) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the
manufacturer's installation instructions.
ur
X W r'
13) The use, handling and storage of hazardos aterials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of
the Mason County Fire Marshal. X
0
14) This structure is limited to U-occupancy use only (private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the
internation IT
es and Mason County Regulations unless a"Change of Use" permit is applied for, reviewed and approved.
X
15) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit revoc \
X JJ
16) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your project.
X
17) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or rQgul ion, must be reviewed and approved by Mason County prior to construction.
X (J�
BLD2010-00762 Please referto the following pages for conditions of this permit. 3 of 4
18) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED
BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspector shal Ode prior to requesting additional inspections.
X
19) All property lines shall be clearly identified at the time of foundation inspection. X
20) THE DEMOLITION AND DISPOSAL OF DEMOLITION DEBRIS MUST MEET REQUIREMENTS AS PER MASON COUNTY REGULATIONS. IT IS
UNLAWFUL FOR ANY PERSON TO CAUSE OR ALLOW THE DEMOLITION (OR MAJOR RENOVATION)OF ANY STRUCTURE UNLESS ALL
ASBESTOS CONTAINING MATERIALS HAVE BEEN REMOVED FROM THE AREA TO BE DEMOLISHED. WORK SHALL NOT COMMENCE ON AN
ASBESTOS PROJECT OR DEMOLITION UNLESS THE OWNER OR OPERATOR HAS OBTAINED WRITTEN APPROVAL FROM ORCAA, 2490 B
LIMITED LANE NW, OLYMPIA WA 98502, 360-586-1044, 800-422-5623, WWW.ORCAA.ORG
X 00
21 All buildingpermits shall have a final inspection performed and approved b the Mason Count Building Department prior to permit expiration. The failure
P P P PP Y Y 9 P
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
Mason Cordinances and building regulations.
X
22) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have x peeve{ted action from being taken. No more than one extension may be granted.
(�,C�
23) The proposed structure must maintain a 6-ft separation distance between adjacent structures and not less than 4-ft between roof driplines.
X 4V
This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is
commenced. Evidence of continuation of work is ynd
. spection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of
work is by means of a progress inspection.The owner gent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to
the above described grope nd structu4for r ection.
OWN ER OR AGENT:
BLD2010-00762 Please referto the following pages for conditions of this permit. 4 of 4
o CONCRETE MECHANICAL MANUFACTURED HOME y
o Date By
o Footings J Setbacks Ribbons
Gas Piping m
o Interior Date By Interior-Date By Date By
rn Exterior Date�p_ !L7 ByV- Exterior-Date l rat. r
N INSULATIO C
Point Load J Isolated Footings Date ay
BG f SLAB INSULATION N
Date By Date By FIRE DEPARTMENT n
Foundation Walls
Floors Date By
Date By Data By �DECKS _ X
FRAMING Walls Date By rn
Date By, Data By PROPANE TANKS
PLUM ING vault Date By
Date By OTHER
Groundwork Attic M
Type_
Data By Date By Date By
D.W.v DRYWALL Type-
InL Brace Wail
Date By W
Date By Date By FINAL INSPECTION+! 0
(D Water Line Fire Seperation {V
0)
2 Date 13y Dalu By Data By
0
`° Pass or Request Inspect. c
Type of Insp. Fail Date Date Done By Comments
EP
�S�Tl3i5tC_�CS lam`
0 i
J" N
-o
fnEP
gC..G�U••�T� -
�E
0
S �
to
0
'rr
1
_
i
s -ru
p
i
i
i e
1
i
,
i
i
t ! i
+'T
t a
t f
i � 1
s.
50
1 ;
Flo (
f
..i.,.,_.ice..,-,r i., i - ..._ �, •I„r
,
,a
w � '
t
, 1
,
1._ 1..
TOPOGRAPHY PROFILE: MASON COUNTY DCD PLANNING
SITE PLAN REQUIRED TO BE ON SITE
CHANGES SUBJECT TO APPROVAL
BY Date
Direction: S le: I Approval: for ofte use
Building Permit number: f I •- Z t} Building:
Owner/Applicant:t..-�� l riel yanci Date of Planning:
Parcel Number - 323
20 p � application: Env. Health:
11� ���
MASON COUNTY PERMIT NO.
BUILDING PERMIT APPLICATION -7
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 •Belfair (360) 275-4467• Elma (360) 482-5269 ,
On the web www.co.mason.wa.us ,.,
APPLIC,ANT INFORM TIO CONTRACTOR IN�OTArT_I.ON
Owner UI -n T 1116 vS
� la r5' Company Name
Mailina Address i NE Mailing Address
City. 0 k State-ILL- Zip Code �f `�� City State Zip Code
Phone �{l A-75-72S .. l Other Ph. 3i�0 ic73L1 Ic 73 Phone Other Ph.
Lien/Title Holder Ci LONC f Contractor Reg. # Exp.
E mail address C-IMC1v'ctrldt:SIL,It`� �aCc �CL�hIE.-(16Yj E Mail Address
Drivers Lic.# YAK i:)C-&A 3A,C43 DOB 0:3-'S-Y645
Drivers Lic.# DOB
SEPTIC/WATER SYSTEM[,INFORMATION -Connect to New Septic— Al I Existing Septic ��A
Connect to Water System /\YA Name of Water System IN
Well �Water System tiL3_ Name of Water System ti
PARCEL INFORMATION- 12 Di it Parcel No � �� �� ?Z Fire District
Legal Description 5e,&v J �V e, 1-f
Site Address(Please include street name,street number and city) = c' - " - lox? r
DjCections to$ite `h) 1, .�. t r e D I, i, r` o -
I t c i-) lek-+.
Will timber be cut and sold in parcel preparation?Yes t o ��
Is property wi;hin 200'of Saltwater N �_Lake k O River/Creek _Pond_
Wetland /V 0 Seasonal Runoff N O Stream /1�'t. Slopes or Bluffs > 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Ye o
TYPE OF JOB - New A Add Alt Repair Other PRIMARY RESIDENCE �K SEASONAL ❑
Use of Building 6rare �c� = ,Z Describe Work /-3/11/,-,l„, a jqi- -04e, iY e!(c y or-f` ame u ez-S
No. of Bedrooms �- No. of Bathrooms C _Square Footage- 1 st Floor 2nd Floor
3rd Floor Basement Deck Covered Deck Other Sq.ft.
Garage Attached Detached — 'C Carport Attached Detached
MANUFACTURED HqFAE INFORMATION, ake �'��j Model f Lj Year 1
77
Length LL width Serial No. �" No.of Bedrooms�— No. of Bathrooms:_
Type of Heat Purchase Price$ ` Replacement Unit? Yes/NQ �,
Installer Name Ij Certification No. 14
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of
such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from aJl the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided rate and grants employees o ason County access to the above described property and structure for review and inspection.
PROD OF NTINUATION t3F W K I MEANS OF A PROGRESS INSPECTION.
X L}L -t Date:
Own /Owners Re resentative/Contractor indicate which one
FOR OFFICIAL USE BEYOND THIS POINT A e ed by jt
DEPARTMENTAL REVIEW APPROVED DENIED
Building Department -/0
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee S Site Inspection
Plan Review Fee 131 EH Review Fee
Plumbing& Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee zV Pre-Paid at Submittal
Valuation $ a 7 TOTAL FEES
►r Notes r
All lumber coming in contact with earth or concrete is to be pressure treated
Truss engines s o ng to be-on sft rtor trami V-ffispecour,
Provide 22"x30" min. attic access w/30" vertical height directly above access opening
Attics w/less than 30" vertical height need not be provided w/an access opening
Attic Ventilation, Provide net free attic ventilation not less than 1/1 50th of the attic
area. Exception.- Ventilation may be reduced to 1500th provided 500% of the required
ventilation is located at least 3' above the eve vents and the balance of the required
ventilation provided by eve of soffit vents.
Do not scale plans, reproduction has altered scale. Contact designer for additioneiz
information or clarification.
It is the responsibility of the owner and/or contractor to verify all dimensions and
existing conditions prior to start of construction. Contact designer for clarification
or additional specifications.
Im no � *
These drawings may not meet local building codes. Have your local building
department approve these drawings before beginning construction. Local city,
county and state building codes vary widely in their scope and detail. Because of
these differences, we ask of all our customers to check with their local building
department for code compliance.
Arrow Lumber is responsible for only the cost of materials indicated on our
material list taken from this general drawing. Some options may be shown on
our drawings to give our customers ideas on enhancing this project. Our
customers are responsible for any and all additions. charges and materials
needed due to varying focal code requirements or modifications.
Material list does not include concrete, rebar, holdowns or anchor bolts needed
for foundation installation.
} 2-t7' t
Line d r overhang I
- -- - 3^Q -8 door W/
F 4 ad
ox3-0 XO window 4x8 DF heer
w/4x8 42 DF header it
Allow 41" wide opening { i
in concrete and anchor
bolt placement tot door '
framing and jamb
i
Engineered Roof Trusses 241 o.c.
Roof Ridge
i
kou
4"thick concretef floor
�; ' I• i i
I slope 2" from back to frond
l
12"wide by 6'
thick footing i
Allow 8'-3" wide upt.ming in
concrete and anc Wt bolt i \.
j { I piacemenf fcx der d ►and C,.onllnuous 1,00019"WL
1 lea. garage doc>ri rage door openings �.
r 7 0 O H. Ga a Door 7-�L}H Garage rkwr
w;400#2 DF hewer w!WO#2 DF header
1
r _
_.. - I LOt .,..w.
.._ Plan View
i
�r
1 x311 x4 COW
x3 widow corner trim
and door trim
Rear_ElaxatimtU47_i_
Composition Rooting
s
2(6 garage door wrap
0 �►/ ( i! �+ --- --1 x3 garage door trim
!i t x3/1 0 cedar
�i --
r corner trim
ZO'
Flcnit_ Elevation_1L4"=1'
IU
2'-V4
�E
Ritght.__ElevAtion_VC;d_
12'x18"gable end gent
5l8"Z-metal
514"W cedar barge boards
514"* cedar
facia boards
I
a
Left ...Elevation 1L4 4_
t..
�.w
+1
Nv�
Lip almm fEoTdA j
r t +o- _ s6uivado joop a6wV6 ru
6utpol&-wmt#p1 m pooN
p
D049JUJI `JQop e6eJep
sa deim Joop
t=" e6eJeE)9XZ
Suvlle'M pue SOZIS J►pgeu
Mopulnn pue,00p Anue `poop
o6ete6 jol mw ueid eas
sows $%Mo
k 6uBt�iQAO i s'stiI aj 5 X.
j 6urwic 9a'.ii
a. u.4ii'a63eq _9X.,ti/5--+►
r� '
12
4
Engineered Roof "frveses 24"o,(
1/2 " A.R A rated root sheetir
151b, tell paper
Composition tooting
Simpson Hi , 5
ea. truss, ea, side
is
2-2x4 top plate `'
;gee plan view for garage door,
entry door and window racier
sizes and iocations
s2-t r8" height from
top of foundation wall f» 15ib felt paper,
using 88-5r8"studs 2x4 studs 24" O.C. _
1962"APA rated T-1-11 siding
3E7 18-8"o.o.
i is i
112 NI(r anchor boas 6'o.,c.
and,il2"from comers and joints
Treated Plate
8" Mn. Siding to grade
T
n dt height at stem wall " `� ikfr
x foundation depending on 4 thick . floor t�.: fUNn, below grade
garage doer header size.
z=.low for 7'.Q"finished l 2"
opening See R)oting detail
Typtcal- ++
Y^;
icy
•C\
^fie
Y `z
sheathing
w/8d - 8" o.c.
Ox In the field
,r
„dote" Doors and windows may be relocated
rz. as Icing as they are located 4' from comers or
a 2'-8"Braced Walt Panel is used at the comer.
The 24" Laterial Restraint Panel is designed
only for use wl garage door openings You may
also use the 2'-8" Braced Wall Panel at garage
door locations eliminating the need for a
;K continuous header.
If garage door headers are relocated to bearing
wall (gutter side) headers must be resized
8' door use 4x10 #f2 DF.
9' door use 012 #2 DF
18' door use 3-1/8"x 12" Glu-Lam Beam
r�3
K.i:
ate? t
oileool loop
ayI asn osle
asn jo; Aluo (#44P' 0 IODUCI IIem P00,919_91pL u-.
l „VZ aUl
8Y8 1�
1 se Buol se " `' �oj snonumoo
uoljepunot aiwouo,)
uosdwis esn
apis ' -t `SUMopIoH { I
solvid wogoq yxZ 'ss-f. 1 r I
juawpagwa rL -tjiw/M
. iioq JowuR Pip,,Z/t .
plait Niij4 o,o„Zt pue sabpa lobed iv
o"O g -G`f�!M spnis of bulls yROPS OwN
6AWC ti
BtMLPA4S pajP! '�{'d'd 'Uluu „ E/S t , 10 N:t
opla ve spnis irxz-r_
t � P
M'
aisid doi aipnocl
(LM W
1 ..
1
I
i
wit (gu i
`r 8' door ut:
z
9 door u,
? . ._ ,_ �. .. _•. 16' door i4.
top late
- -
Single date
Header ?x4 studs ea. ikie
Nall sheathing to all plates, t/2"A.P.A. rated shnathln4
I
t headers and studs (tYp ) 3/8" min
wt tfd nulls 3"o.c. Nall sheathing t(,) aN plates,
hErnflers urrd studs
wl act n ate , a'
1401 1I1' n
SlrTIpw)n PAt t;
3-oa ?x4 C,I: h
Conc. tk�tir � ;
' - 1 si
r?"anchcA ,xiit
C,orttlniN►s
Lateral Restraint-Panel (LRP)
"Mote" Use this detail where garage door
ss
is located le than 4' or 2'-B" from comer
M*X1Cr Foundation Bodta 6'o.c.
and 12•from comers and joints
w!2 x2"sq or 2-114• Found x 3/16" E
-
$ thick plate washers UM1lCOWne
d'thicl�cons. floor created Mrmi..
\ plate
\ 4 honzoniai rebar in footing.
6'min. siding at comers and joirrts.
- -- -- to grade honzonial rebar in foundation
Backfiil
to 28•high wall
6"- l;l�l,,; 12"min.
__4 l:
a► rebar in foundation wall
Tma x
J�1 _p•�_ spacing
Foundation `-
drain
"Typical stem watt foundation detail"
M..�s