HomeMy WebLinkAboutCOM2001-00017 10x20 Storage Units - COM Permit / Conditions - 5/18/2001 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line (360)427-7262
Phone: (360)427-9670, ext. 352
Mason County Bldg. 3 426 W. Cedar P.O. Box 186
Shelton, WA 98584
l
COMMERCIAL BUILDING PERMIT COM2001-00017
OWNER: NORTH ONE INVEST RECEIVED: 03/02/200
CONTRACTOR: NORTH ONE INVEST ASSO ISSUED: 05/18/200
SITE ADDRESS: 12005 N U.S.HIGHWAY 101 SHELTON EXPIRES: 11/18/200
PARCEL NUMBER: 420024400010
LEGAL DESCRIPTION: TR 1 IN SECS 2, 11 + 12
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
ADD 28 - 10' X 20' STORAGE UNITS TO SITE
General Information Construction & Occupancy Information
Type of Use: com Insp. Area: No. of Units: 34 Type of Constr.: 5-N
Type of Work: NEW Fire Dist.: 11 No. of Bathrooms: Occ. Group: S1
Valuation: $ 125,258.60 No. of Stories: 1 Occ. Load: 34
Building Height:
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
odel: Width: Building: 6,600
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline & Planning Information
Front: E 28.00 Ft. Shoreline: Ft.
Rear: W 10.00 Ft. Slope: Ft. Water Body: Shoreline Desig.:
Side 1: N 48.50 Ft. SEPA?: Comp. Plan Desig. Urban Growth Area
Side 2: S 10.00 Ft.
Fire Protection System Information
Auto Fire Alarm System?: Emergency Key Box?: Standpipe?:
Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?:
Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?:
COM2001-00017 Please refer to the following pages for conditions of this permit. 1 of 4
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty, Type By Date Amoun Receipt
Plan Check Fee KLW 03/02/200 $696.90 55674
EH Plan Review CEW 03/08/200 $50.00 56342
Planning Review Fee RAM 03/21/200 $38.00 56342
UFC Plan Check Fee SKM 04/25/200 $370.29 56342
Adjust Plan Check Fee SKM 04/25/200 $43.68 56342
Building State Fee SKM 04/25/200 $4.50 56342
Building Permit Fee SKM 04/25/200 $1,139.35 56342
Total $2,342.72
CASE NOTES FOR
COM2001-00017
CONDITIONS FOR
COM2001-00017
1) This application is subject B r and Landscaping requirements as established under Mason County
Ordinance 1.03.036.X
2)• The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10
gallor}e ,pg allowed without the approval of the Mason County Fire Marshal.
X of
3) Provisions for surface/subsurface drainage control must be implemented with new construction or development
on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County
Stormwater Ordinance, either private ditches and drains will meet re Jrements of the stormwater ordinance or
prior approval will be granted to use an existing utility and drainage cement dedicated for that specific
purpose. For further information regarding this ordinance and the : . IIREMENT to obtain an ACCESS
PERMIT for the installation/construction of a driveway or acc6ss conne_.. g from a Mason County Road,
Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction
which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that
office to re ieV
tu�e pI nned work which may affect your project.
4) Proposed structure or any portion thereof greater than 30" in height from grade line, must maintain a minimum
of 5' s all property lines, easements and 10' from all County and State Road right of ways.
X
� O$
5) This application is subject o �d Landscaping requirements as established under Mason County
Ordinance 1.03.036.X
COM2001-00017 2 of 4
6) 1. PROVIDE A 20 FOOT WIDE FIRE APPARATUS ACCESS ROAD THROUGHOUT THE SITE.
2. LOCKED ACCESS GATES WILL REQUIRE COORDINATION WITH MASON COUNTY FD 11 FOR
ACCESS. CONTACT FD 11 360-426-1822.
3. PROVIDE ONE 2A 10BC RATED 5# DRY CHEMICAL FIRE EXTINGUISHER AS NOTED ON THE PLANS
MARKED ' PY".
7) All prope .y,li h I be clearly identified at the time of foundation inspection.
X �J
—T
8) CONSTRUCTION PROCESS TO BE FIELD CORRECT 'RF,QU;RED PER MASON COUNTY BUILDING
DEPARTMENT AND UNIFORM BUILDING CODE.x Rifl
9) Changes to approved building plans that affect compliance to the current non-residential Energy Code (NREC),
ventilation and Indoor Air Quality Code (VIAQ) Uniform Building/Plumbing/Mechanical Codes and/or Mason
County egulations shall be approved prior to construction.
X
10) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND
OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF
USE OR OCCUPANCY WOULD RESULT T REVOCATION. CHANGE OF USE MUST BE
APPROVED PRIOR TO CHANGE. x
11) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason
County Building Department prior to construction. All engineering documents are a part of the approved set of
plans and must remain attached thereto. If engineering documents are removed, approval will not be granted.
In addition, a re-inspection fee of$47.00 per hour (minimum 1 hour) will be charged and st o ted by
this department prior to any further inspections being performed or approval granted.X
12) The approved plot plan is required to be on-site for inspection purposes. If inspection is called for and plot plan
is not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per
hour (minimum 1 hour) will be charged and must be co ected by this department prior to any further inspections
being performed or approval granted. X �I
13) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are
not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour
(minimum 1 hour) will be charged and must be Ile t d this department prior to any further inspections
being performed or approval granted. X
14) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR
ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE
STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES
THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE,
BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL
BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING
INSP IONS.
X
COM2001-00017
3 of 4
15) This structure is approved as an unheated space as identified by by the Mason County Semi-heated Building
Exemption Guidelines.
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 c mmenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection
must be approved befor din ecclupi ,
t�
OWNER OR AGE DATE:
COM2001-00017 4 of 4
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Plong date by
Foundation Walls date by Set UP
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.date bydate by date by
PLUMBING Attic OTHER
Groundwork date by
date by WALLBOARD NAILING
D.W.V.
date by date by
Water Line FINAL INSPECTION
date by date by date by
PERMIT NO.: BLD
MASON COUNTY
BUILDING PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Pt4p.-r4 o4c- 1twtvr.Assac. �DaKN-o AAmswooc: Contractor Name
Mailing Address Poo. eoQK 1442 Mailing Address
City -TAco,.A^ State %#^_ Zip Code R16 4-01 City State Zip Code
Phone 2( S3 )-r59- Soda Other Ph. Z( S3 ) Ph.( Other Ph.0
Lien/Title Holder Contractor Reg. #
Address Expiration / !
SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic =N" Connect to Sewer
System Name of Sewer System Well Water System Name of
Water System O t,F I cs�cl "'reqa.Evi—,-;: , 0).'r +c`
PARCEL INFORMATION-12 digit Tax Parcel No. / HL4 / 1060 1 U Fire District
Legal Description T2,
Site Address(Please include street name, street number and city) jzocat H-idif-Ldo I (01 "04: T14 � SHCc.-r r4
Directions to site
Will timber be cut and sold in parcel preparation? (Yes/No)t(c0
Is your property within 200' of the following: Body of Water (Name) r4,0 Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs
PERMANENT RESIDENCE❑ SEASONAL RESIDENCE❑
TYPE OF JOB New Add N< Alt Repair Other Use of Building M, -it - s--va.ac W
Describe Work 2 — 10' x 2.01 5-m Kar+UE uNrrs -rO -5rrE
No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 2nd Floor �IL
,�
3rd Floor Loft Basement Deck Other -rorAc- ro6aCA 5r) scl. CO
Garage Attached Detached Carport Attached Detached
MOBILE HOME INFORMATION-Make Model 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.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. first obtaining approval.
X ' Date 2'" 7'—O( X Date
f"` FW—P ° A"t- 'T' FOR OF ICIAL USE BEYOND THIS POINT
Accepted by D V' Submittal Amount Due Receipt No.
.,.DEPARTMENTAI.;REVIE.W APPROVED pf~,NIEID CON DI... C0DES.
Building Department �-ZS-
Occ Grou — Type constr.
Planning Department
Environmental Health Department
Public Works Department
I
Fire Marshal
Valuation $
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing&Base Fee Planning Review Fee
Mechanical&Base Fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal ( )
TOTAL FEES
MASON COUNTY PROJECT SITE INFORMATION
Case No.
D'O7J !�-t�SacJ/k/ LT
Name t,'6s_iy oNf INVis-mcrg-' -Assoc. PARCEL NUMBER 4200'L/44-/0 oo i o Date 2 -2.z-O 1
SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the
site plan
Lot Dimensions Fences
Existing Structures Driveways
Structure Setbacks Shorelines
Water Lines Topography
Well Location (including adjacent) Drainage Plan
Names of Streets Easements
Names of Fronting Streets Septic System
DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line.
adjacent property line- I I E-adjacent property line
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adjacent property line- I I E-adjacent property line
SAMPLE SITE PLAN
adja�nt property lined I 3io' rfteSCave — I E-adjacent property line
D 30'
CREEK I c I HOM t I
I � GnaGN
I Hou_a�
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adjacent pro pert lined ; c \i Fadjacent ro ert' line
TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the
degree of slopes. See sample topography profile.)
SAMPLE TOPOGRAPHY PROFILE
dts+or.ca. to
e r'taLtlyYL
d�at�►,cc to
Slopa to¢
dts+a�aa
t Db+.r l�•tsawt�vcT - 7' Z
Signature Date
%% S Ar, MASON COUNTY
�N DEPTARTMENT OF COMMUNITY DEVELOPMENT
0 ADz o T Planning Division
�OJ N Y ao~ P O Box 279, Shelton, WA 98684
186A (360)427-9670
NOTIFICATION OF INCOMPLETE APPLICATION
March 19, 2001
NORTH ONE INVEST ASSOCIATION
P.O. BOX 1492
TACOMA WA 98401
Parcel No.: 420024400010
Project Description ADD 28 - 10' X 20' STORAGE UNITS TO SITE
Dear Applicant:
You have submitted a permit application (case no. COM2001-00017) for proposed
construction or development in the county. Upon review of your application, I have
determined that the contents of the application are incomplete or do not provide enough
detail for review.
Therefore review of your application will not proceed until the necessary information is
provided (see the comment section of this letter for details.) Once the information is
submitted and the application is complete, I will continue to process your application
accordingly.
Please contact me at (360) 427-9670, ext. 577 if you have questions.
f
Sincerel ,
Richard A. Mraz
Land Use Planner
Mason County Planning Department
Comments This letter shall serve as formal notification of incompleteness.
Applicant was informed of inadequate buffer plantings by a phone
call on 3/13/01. Spoke to the applicant and he acknowledged the
shortcomings. He stated that he would submit a revised plan.
3/19/01 1 of 1 COM2001-00017
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MARLEY L. YOUNG, CONSULTING ENGINEER
P.O. BOX 1343, SHELTON WA 98584 (360)426 7475
_-� Marley L. young, P.E., P.L.S.
i Civil Engineer& Land Surveyor
June 29, 2001
Mason County Permit Assistance Center
P.O. Box 186
Shelton, WA 98584
ATTN: Kelly Mayo
NORTH ONE APARTMENT MINI-STORAGES
12001 NORTH HIGHWAY 101 N, SHELTON ,+ti
for C DON ARSENULT
NORTH ONE INVESTMENT ASSOC. SUBMIT CHANG , �H
P.O. BOX 1492 pRIOR TO tarR� (,Y"' ��� ON THE JOB SITE
BE.
TACOMA, WA 98401 FOR INSPECTION,
253-759-5000
FAX 253-572-5255
EACH MINI-STORAGE UNIT IS 90 FT WIDE BY 20'LONG
HAVING AN EMPTY DEAD WEIGHT OF 3600
THESE UNITS ARE BUILT ON TWO TIMBER RUNNERS 6"x 8"x 20'LONG
Mason County requires assurance that the mini-storage units will remain stable during earthquake
To accomplish this, the following procedure was followed.
The proposal is to drive re-bar into the ground and connect the comers of the mini-storage units
to the re-bar.
The Force it takes to extract the re-bar out of the ground is equal to the Up Lift Resistance
of the soil surrounding the re-bar, therefore:
The soils UP LIFT RESISTANCE is the calculated total weight of soil of a blunt cone
surrounding the re-bar.
The length of re-bar in the ground has a direct effect on the volume of the blunt cone
and the weight of the soil in the cone and, therefore, the Up Lift Resistance.
Geotechnical Testing Lab performed the field and lab test.
Soil borings were taken on 6/20/01
Soils samples were taken
Blow-counts were also taken
The results of these tests were:
Weight of soil pounds per cubic foot = 130 lbs.
Internal angle of soil = 25 degrees APPROVED
Tangent angle of the soil = 0.466
The proposed anchor at each corner will be a reinforcing �p
rod 1 inch in diam driven = H = 3.25 ft into the gr6Ur1 ON BUILDING INSPECTOR
RGES SUBJECT TO APPROVAL
DATE ���`�
IF '#
Up Lift Resistance
W= 1/3 x(weight of soil)x (length of rod (H)in ground)x(Al+A2+ ((AlxA2)^0.5))
In order to calculate the total weight, the diameter and then the areas PPER DIAM. = D1
of the top and bottom of the cone must be determined.
D2 = the blunt cone at the end of the rod furthest in the ground
has a diam. of 1 ft
D1 = is the cone diam. at the surface of the ground.
D1 = D2 + 2 x H x tan 25 degree 4.029 3.50 FT
IN
D2 = 1 GROUND
Al = pi*(D1 *Dl)/4 12.74927 OWER DIAM. = D2
A2 = pi* ( D2* D2)/4 0.7854
Therefore:
W= 1/3 x (weight of soil)x(length of rod (H)in ground)x (Al+A2+ ((AlxA2)^0.5))
W= 2351.783 Ibs= Up Lift Resistance for each rod
For a re-bar driven in the ground 3.5 feet
It would take a lifting force of 13007.13 Ibs to move the empty mini units
(Dead Weight of Unit+ 4 x Up Lift Resistance for each rod)
It would take a horiz. force of 7226.184 LBS pulling or pushing at the top of the
unit to lift the re-bars of one side of the units.
(Dead Weight x5) + 10x2xLift Resistance for each rod)/9
These resistances are sufficient for earthquake anchoring.
Please call me if you have any questions.
Sincerely,
ATTACH LAG SCREW MINI-UNIT CORNER.
DRIVE RE-BAR 3.5 FEET INTO THE GROUND.
` ATTACH THE RE-BAR WITH WELDED CHAIN
LINK TO THE LAG SCREW USING A CHAIN
Marley L. Young .E., P. CONNECTOR.
6" LONG x 3/4" 1-1/2' DIAM. CHAIN
DIAM. LAG SCREW INK WELDED TO
WITH 1'DIAM. EYE RE-BAR
WAS DIAM. RE-BAR
Z 1-1/2' CHAIN
CONNECTOR
14144 �kr
/G/STEON A
Es
SUBMIT CHANGI � 1 0R APPROVAI•
FXPF,rS 3/5/GZ PRIOR TO P[R'C'RI^'IBC WORK
APPROVED �aNSMUSTBE
MASON BUILDING INSPECTOR THESE P
CHANGES SUBJECT TO APPROVAL ON THE JOB SITE
DATE `�q� FOR INSPECTION..