HomeMy WebLinkAboutBLD2012-00359 Garage - BLD Permit / Conditions - 6/11/2013 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 BLD2012-00359
OWNER: KEITH MAHAULU RECEIVED: 5/23/2012
CONTRACTOR: LICENSE: EXP: ISSUED: 6/14/2012
SITE ADDRESS: 3860 E GRAPEVIEW LOOP RD GRAPEVIEW EXPIRES: 12/14/2012
PARCEL NUMBER: 121082300030
LEGAL DESCRIPTION: TR 3 OF SW NW
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
GARAGE 24X36 adjacent to existing residence and garage.
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.: 3 No. of Stories: 1 Occ. Load: Building: Garage-Detached 864
Valuation: $ 33,393.60 Building Height: 18 Occ. Status: Primary Basement
Manufactured Home Information Setback Information Shoreline& Planning Information
Make: Length: Ft. Front: W 450.0 Ft. Shoreline: 350.0 Ft. Water Body: Case Inlet
Rear: E 350.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: IN 135.0 Ft. Shoreline Desig.: Urban
Year: Serial No.: Side 2 S 40.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee GMM 5/23/2012 $ 313.40 S1 2 01 2 0000 00 01
Planning Review Fee GMM 5/23/2012 $205.00 S1201200000001
Building State Fee LDK 5/31/2012 $4.50 S12012000000D
Building Permit Fee LDK 5/31/2012 $482.15 S1201200000001
Total $ 1,005.05
BLD2012-00359 Please refer to the following pages for conditions of this permit. Page 1 of 5
CASE NOTES FOR
BLD2012-00359
CONDITIONS FOR
BLD2012-00359
1) 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
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
2) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X
3) 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 prior to any further inspections being performed or approvals granted.
X L222 [ic--
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4) 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
removal of approved documents will result in failure of required building inspections.
X
5) 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 shall be applied for, reviewed and approved prior to the change.
X
6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
7) 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.
X
BLD2012-00359 Please refer to the following pages for conditions of this permit. Page 2 of 5
8) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement,
inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the
owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel
prior to the commencement of any development activities. *NOTE if Stormwater Management option "A" was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes
an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are
responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic
system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been
installed as approved on the stormwater site plan. X
9) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered.
A. Drainfield/ Reserve requires a 10ft setback from all footing/foundations.
B. Septic tank(s) requires 5ft setback from all footing/foundations.
C. No foundation drains within 30ft, down gradient of drainfield/reserve area.
X
10) 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
international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved.
X _y 2i
11) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, 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.
X .1 n.n.J'..U✓
12) 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 revocation.
X
13) 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 4.111
14) Placement of structure must comply with standards set forth per the international codes regarding descending and/or ascending slopes.
X
15) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
X Yvc1�r
BLD2012-00359 Please refer to the following pages for conditions of this permit. Page 3 of 5
16) 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 shall be made prior to requesting additional inspections.
X
17) All property lines shall be clearly identified at the time of foundation inspection. X
18) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
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 County ordinances and building regulations.
X - 7.7 �1 r_41---
19) 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 prevented action from being taken. No more than one extension may be granted.
X
20) Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X
21) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these structures meet the setback conditions listed.
X
22) 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 Site Plan"to ensure these structures are shown and meet the setback conditions listed.
23) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X
24) All construction and demolition debris must be removed from the site after project completion. Proper disposal of construction debris must be on land in
such a manner that debris cannot enter or cause water quality degradation of State waters. X —?zt r i
25) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X
26) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or properties. Silt fencing must be
installed and maintained until upland vegetation has become established. X -
BLD2012-00359 Please refer to the following pages for conditions of this permit. Page 4 of 5
27) All surface water and potential runoff from the proposed development will be controlled on site and shall not adversely affect any adjacent
properties nor increase the velocity flow entering or abutting to any state or county culvert or ditch system or road way.
X
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 a progress inspection 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 or the agent on the owners behalf, represents that the information provided is accurate
and grants employees of Mason County access to the above described property and structure for review and inspection.
OWNER'OR AGENT: 4 DATE: f=//5�// L.
BLD2012-00359 Please refer to the following pages for conditions of this permit. Page 5 of 5
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Building Permit # /L MASON COUNTY
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
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Job Location
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
fund: Items Listed below must be corrected to gain code compliance
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
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❑ Make corrections, items will be checked on next inspection
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Building Permit # JZ D52" MASON COUNTY
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items Listed below m st be corrected to gain code compliance
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ENGINEFOR sP "cs
Today Date• t5� I I r r
customer: 0 l �, Lau L( �
Malting Address:
City: (I ' State, Zip Code:��
Day Phone: S LQ� 'L - J(� f Evening Phone: I f
Email.
size: WIDTH c�) x LENGTH HEIGHT
Styt9: REGULAR❑ A-FRAME I VERTICAL ROOF❑
I
sides: ONE❑ BOTH VERTICAL HORIZONTAI.4�5/
Ends: FRONT BACK VERTICAL❑ HORIZONTAL
I
WALK-IN DOOR HOW MANY:
WINDOWS HOW MANY:
ROLLUP4kT SIZE: 12x120 17x10❑ 10X'Ia❑ 9x7❑ 8x77 6X6❑
SPECIAL SIZE: `%
ON SIDE❑ ON END ( BOTH❑ EXPLAIN:
❑ANCHORS ❑MOBILE HOME ANCHOR$ ❑FOOTERS
�FMENT PAD i
WET STAM- CALCS:
ROOF SNOW LOAD: ( 0
-ROOF LIVE LOAD: I WIND: �O
OTHER SPECIFICATIONS:
j
i
I
STAMP PAID :
s r DATE:I
DRILL 5/8"HOLE THROUGH THE 4"EDGE. DI5T ,
. �yy 3.."�yyy SEE ANCHOR
BASE RAIL AND SECURE TO T5 2 1/2X2 1/2XI2GA MIN. 4"CONC. I 9 512E OPTIONS
ANCHOR EYE WITH 1/2° CONT.BASE RAIL SLAB BY — A BASE RAIL
DIAMETER THROUGH BOLT. F OTHERS SCHD. BELOW
COULMN PO5T�
2"WASHERS 2"WA5HER5 1 BASE RAIL
121,MIN.OR
III A5 PER
1 1 _I I I III =1 I I I I I-1 I f 3-k4 LOCAL CODE — e
TOP OF 501L OR CONT. III Jlip
CONCRETE SLAB A I'-d' I. I= I .1` III=�=I
3/4"0 BASE OPTIONAL ANCHOR 1 I a o I I I-111=1
CONC. =I III` Tl OWNER: _
TIE DOWN ENGINEERING ON CONC. SLAB SECTION FOOTING I 4 a .` 111=1 11EI iv AMERICAN STEEL CARPORTS
48,LONG WITH 3/4"ROD (SCALE:NT5) FO OTHERS — l I I ___ --- _
AND 4"HELIX EYE ANCHOR. f(2)4"fd MIN.4" — _III a ° a �I 19-- I LOCATION: TEXAS
EDGE.D15T. I I IN, --- _.
MIN. 4"CONC. L2 I/2X2 I/2X I/4" aDRAWING—NO.-
EDGE.
BY OTHERS ANCHO I AMC-30
A BASE RAIL I—I I ° . =1 DATE: 3/20/2012
OPTIONAL MOBILE HOME
PROJECT NUMBER:
ANCHOR FOR SAND/CLAY oRasrl ;I I r�; 233-12-0235
(SCALE:NT5) PER UNDI TURBED DRAWN
L BRACKET 2 1/2"X5'x 1/8' 3-N4 •' 24"0 --501L JMS
SWIVEL HEAD LOCAL
CONT. CODE
I-O. CHECKED BY: pq-
T5 2 1/2X2 1/2X 14GA A
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C n1T.BASE RAIL ALTERNATE, FRAME FLUSH W/ CONC. PIN ANCHOR DETAIL ON
--- -- A&A ENGINEERING
EXISTING e: (SCALE: 65) CONCTRETE PIER FOOTING " CIVIL• srRUl:l'URAI.
Is ASPHALT OR . '
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GRADE (Sc ALI:NT5) swi r i
I�_ —I 1' 5EE ANCHOR 5CHD. NOTE:
—I111 JJS=LI— 91DE P05T
_/ 1 I—I I —1 I' PLAT WA5HER5 ON LEVEL GRADE DIG A 18%24'0 HOLE 42"DEEP AT 5911 Rcnaissancc Ill,Suite B Tel:(419 292-I983
UNDISTURBED SOIL 1 2"SLEEVE EACH ANCHOR POINT.REPOSITION MA9F RAII S 0\/FR — )
BASE RAIL iuinuu,viiiu 43623 Pay:(419)292-0955
HOLES AND DROP A GROUND ANCHOR THROUGH `------
EACH HOLE IN BASE RAILS. FILL EACH HOLE WITH _—
hP9=A e DRAWING TITLE:
(3/4'0X3G"BAR) d e° a° 2500 P51 CONCRETE ANCHOR OPTIONS
A5PHALT ANCHOR n
HP9 504L CLA551FCATION5:'
(3/4"OX29"BAR)
ROCK ANCHOR
SOIL CLASS SOIL DESCRIPTION SHEET NO.: g OF 9
CONC.5LAB OR FOOTER,
W/MIN. 1 2"WIDE 2 VERY DENSE t/OR CEMENTED
(4)3/4"WIDE X 1/8" X DEPTH A5 PER LOCAL CODE(1 2"DEEP SANDS,COURSE GRAVEL AND
THICK TA55 MIN.)RAT WALL ALL AROUND(BY OTHERS) COBBLES,COLLCHE,PRELOADED 9CALt � OF
SECTION A-A 51LTE AND CLAYS ow.
P�
OPTIONAL ASPHALT/ ROCK ------ 3 MEDIUM DENSE COARSE SANDS, �• g • , s* �,
(5CALF.:NT5)
NOTE: SANDY GRAVELS,VERY STIFF SILTS, o * '
ANCHOR DETAIL 1: SEE 511T.2 AND G FOR ANCHOR REQUIREMENTS AND CLAYS 00
(SCALE:NT5) 2: ASSUMED 501L BEARING CAPACITY 15 1500 P51' 4 LOOSE TO MEDIUM DENSE SANDS,
3: CONCRETE STRENGTH TO BE 2500 P51 AT 28 DAYS FIRM TO STIFF CLAYS AND SILTS
ANCHOR SIZE OPTIONS SCHEDULE If OMAR A. ABU-YASEIN /
ALLUVIAL FILL AND VERY LOOSE TO /. ...........................•,/
WIND 5PEED(MPH) MEDIUM DENSE SANDS,FIRM TO �r ,p'. 108250
REMARKS STIFF CLAYS AND SILTS,ALLUVIAL
90 120 125 - ►50 FILL. �I 'po�.' •<�CENs�� •'' ��:
I 5/&'OX20" 3/4"0X20" THRD. ROD EMBED IN CONC
HELICAL ANCHOR SHALL BE 1 ROV R U5E�IN 5(bIL" �t ss'/OVAL '� .r
2 5/8"OX7" 3/4"OX 1 O" INSERT W/EPDXY INI�ONC��r;t + 4. ,FQ,
CLASSIFICi1 S 2,3,AND 4.
3 5/8"OX7" 3/4"OX 1 O" EXPAN51ON BOLTS
•FROM H D"5TAN FOR INSTASIATI OF
4 5/8'0XT 3/4"0X I O WEDGE ANCHOR5 IN"�, NC. MOBILE HOAd 5" DATE SIGNED: 3/20/201
w
i
MASON COUNTY PERMIT NO Zn
BUILDING PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 93534
Shefton(360) 427-9670• Beffair(360)275-4467•Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT,INFORMATION CONTRACTOR INFORMATION
Owner �!.� r lee- ✓ lv� ,9ae l Company Name
Maifing Address V - i Mailing Address
City - 'c% State+t�JA-Ztp Code �+ City State Zip Code
Phone' � -c;X 7J�'3(e Ilo Other Pl} Phone Other Piti
Lien/Tide Holders Contractor Reg.# Exp.
E mat[ 7 ,'r` 4�e f -ZY7,A,E Mail Address
Drivers Lic.#o47WAIP6fKr� DOB Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic AP Q Existing Septic NO
Connect to Water System AJQ Name of Water System
Well 0 Water System Name of Water System
PARCEL INFORMATION- 12 Di it Parcel No / / — , 3 ire District
Legal Description l�loelh. h o. i -+A � 5oc�� }� � - -( a_uoockw(� 0-fu, e S—o;wa �0 3•��,.: .
Site Address Pease include street nam ,stree number aid c4).
Directions to site Se `J 1 -zc�� �i
Will timber be cut and sold in parcel preparation?Yes)(.No
Is property within 200' of Saltwater I_a}ce River/Creek Pond
Wetland Seasonal Runoff i Stream Slopes or Bluffs > 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Y
TYPE OF JOB-New Add Alt Repair Other PRIMA2Y RESIDENCE N SEASONAL E]Use of Buildng Caa'ltAo� Describe Wod (a �a4
No. of Bedrooms No.of Bathrooms Square Footage-1 st Floor 2nd Floor
3rd Floor Basement Deck Covered Deck Other Sq.ft
Garage Attached Detached k,Carport Attached Detached
MANUFACTURED HOME INFORMATION -Make Model Year
Length Width Serial No. No.of Bedrooms No.of Bathrooms
Type of Heat Purchase Price$ Replacement Unit? Yes/No
Installer Name Certification No.
UM4ER/BUILDER Aclmowledges submission d inaccurate information may result in a stop work order or permit revocation.Admowledgement of
mch is by signature below.I declare that I am the owner,owners legal represent3five,or the contractor.I further declare that I am entitled to receive this
Pwrd and to do the work as proposed in the applcabon.I declare that I have obtained the permission from all the necessary parties.ff pemussion is
required from any easement holder,or any other party in interest regarding Phis application or the work proposed in the application,I have obtained
Peru issim from them to apply for this pemut and conduct the work proposed The owner or agent on owners behalf,represents that the Wormation
provided is accurate and grants employees of Mason Comity access to the above described property and structure for review and inspection.
PROOF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTiON.
X. Date-
OwneiV Owners Representative/Contractor (ndcate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted by*--TjP-j,:SR Date_S'2� 2-
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department SAY
Planning Department
Environmental Health Department (�L 1
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing&Base Fee Planninq Review Fee
Mechanical&Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation$ TOTAL FEES
NAME: MAHAULU, KEITH
ADDRESS: 3860 GRAPEVIEW LOOP RD
375'-6'
154'-2'
478'-10'
Q � , i 4•_�7^a
/
SZ
Q PR❑P❑SED ~ PUMP
�--
PUMP
DRAIN FIE 24 X36
soon GARAGE
W
9'
'w
242' 2'
853'-6'
APPROVED
MAS® CnlF'+�'`'� F)CO PLANNING
SITE PLAN. T, -Nj =!-,� E ON SITE
LNG S i e .;ETTC r'.PPROVAL
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