HomeMy WebLinkAboutCOM2004-00230 Storage Bldg - COM Permit / Conditions - 1/4/2006 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262
Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext.352
Shelton, WA 98584
P10
00MMERCIAL BUILDING PERMIT COM2004-00230
OWNER: ROBERT ROGERS RECEIVED: 12/20/2004
CONTRACTOR: LICENSE: EXP: ISSUED: 1/4/2006
SITE ADDRESS: 601 NE OLD BELFAIR HWY BELFAIR EXPIRES: 7/4/2006
PARCEL NUMBER: 123204390030
LEGAL DESCRIPTION: TR 3 OF SW SE LOT: B OF SP 256
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
STORAGE BUILDING OLD BELFAIR HWY
General Information Construction &Occupancy Information
No. of Units: Type of Constr.:
Type of Use: COMMERCIAL Insp.Area: 1 No. of Bathrooms: Occ. Group:
Type of Work: NEW Fire Dist.: 2 No. of Stories: Occ. Load:
Valuation: $ 385,664.00
Building Height:
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
Model: Width: Building: 6,000
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline & Planning Information
Front: N 102.00 Ft. Shoreline: Ft.
Rear: S 20.00 Ft. Slope: Ft. Water Body:NONE Shoreline Desig.: Unknown
Side 1: W 20.00 Ft. SEPA?:No Comp, Plan Desig.: Urban Growth Area
Side 2: E 22.00 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?:
COM2004-00230 Please refer to the following pages for conditions of this permit. 1 of 5
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Lavatories 1 Ventilation Fan 1 Plan Check Fee UP 19/*?n/9nn 4t1 RRR QR g99nnann
Water Closets (Toilets) 1 EH Plan Review AnR 1/9a/9nnr, S7Xi nn s1?nnr;nn
Water Heaters 1 UFC Plan Check Fee r..IH 7/15/9nn.ri ARet aQ C19nnrnn
Building State Fee NAR(r, 7/1r,/9nnr; ad x;n C1gnn5nn
Building Permit Fee RARr. 7/1 F/9nnF ¢,>rQ,A5 C1 gnn5nn
Plumbing Fee AARr: 7/1r,/9nn5 &71 nn ,,1gnn5nn
Plumbing Base Fee Mr, 7/1xi/9nnF t9n nn g19nnznn
Mechanical Fee Mr, 7/1F/9nn5 S,7 9F g19nnrnn
Mechanical Base Fee Mr. 7/15/9nnr, R9,1 Rn C17nnrinn
Planning Review Fee MAH 7/99/9nnx; c.9t;r;nn C1gnncnn
Total $5,532.07
CASE NOTES FOR
COM2004-00230
CONDITIONS FOR
COM2004-00230
1) 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
2) This application is subject to Buffer and Landscaping requirements as established under Mason County Ordinance 1.03.036. The proposal
requires 3 canopy trees, 6 understory trees and 9 shrubs per 100 linear feet on the north, east, and west sides. A Planning Dept. site inspection is
required prior to fin pproval to verify the adequate buffer. Please contact Rick Mraz at 360-427-9670 x577 to schedule the inspection.(
e
3) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X 111
4) Subject to conditions of Aquifer Notification letter. X
COM2004-00230 2 of 5
5) Fire apparatus access roads standards chapter 14.17 of the Mason County Building Code shall be adhered to, (see attached). X 1611-oz
An automatic fire alarm system meeting NFPA 72 and Mason County standards and monitored by an UL certificated monitoring company shall be
installed in this building. Separate plan and permit is required. X
A fire protection system may be required dependant on the proposed use or future use of the building. X 41/6.K
A rapid access"Knox" box is required for this building. Contact Mason County Fire District#2 at 360-275-6711 for an application and mounting
instructions. X ZZZ
Minimum 2A10BC rated fire extinguishers are required to be within 75 feet travel distance in approved locations and mounted no more than 48
inches from the finished floor to the top of the extinguisher. X X 1ir
6) 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 reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County
Building Department prior to any further inspections being performed or approvals granted. X
7) PURSUANT TO INTERNATIONAL 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 INTERNATIONAL CODE WILL BE ASSESSED IF
OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS.
X
8) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL
NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason
County Building Department prior to any further inspections being performed or approvals granted.
X /���(o
9) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation and Indoor Air
Quality Code (VIAQ), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction.
X 7
10) 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 //II
11) All property lines shall be clearly identified at the time of foundation inspection. X��,� �
12) 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
COM2004-00230 3 of 5
13) International Buildig Code CHAPTER 17: IN ADDITION TO THE INSPECTION REQUIRED IN IBC, SECTION 109, THE OWNER OR THE
ENGINEER OR ARCHITECT OF RECORD ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS
WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER CHAPTER 17. THE SPECIAL
INSPECTORS DUTIES & RESPONSIBILITIES SHALL BE AS SPECIFIED IN CHAPTER 17.
x
14) 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 reinspection fee, based on the current fee schedule, minimum one-hour will be charged and
collected bj th, Mason County Building Department prior to any further inspections being performed or approvals granted.
x r . i�
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 anytime 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. Z�
OWNER OR AGENT: liyll DATE:_ / / _2��
i
COM2004-00230 4 of 5
0
:z CONCRETE MECHANICAL MANUFACTURED HOME
CD
CD Footings I Setbacks Ribbons
o Date By Gas Piping Date By
rQ CD W D'a 1e By Foundation Walls Set-up
Date By INSULATION
BG I Stab insulation Floors FINAL INSPECTION
Date By Date By D,
FRAMING Walls FIRE DEPARTMENT
Date By Date y Dave BY
PLUMBING AM OTHER
Date By
Groundwork
Date By WALLBOARD NAILING
Da!e By
D.W.V
Date By
Water Lino FINAL INSPECTION
[Date, By Date L4
Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments
lan -Z7 07
0 0
9 0
M m
C) X
C)
C)
0
03
M
0
MASON COUNTY DEPARTMENT OF
COMMUNITY DEVELOPMENT
426 West Cedar Street ♦ PO Box 186 ♦ Shelton, WA 98584
N
(360)427-9670 EXT. 352 FAX (360)427-7798 HOME PAGE—www.co.mason.wa.us
";Q
Special Inspection Authorization
Project Owner,JFr,_13,R f A 6!!!ne/-s Z�-A Building Permit Number C'O In !AUdCt- OC 2.;?U
Project Address t1, 4 i 64,0 fjc(fcrIx- 44'Y Engineer/Architect of record
In addition to the inspections required by International Building Code (IBC) Section 109, the owner or the engineer
or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide
special inspections during construction on the types of work listed under IBC Section 1704.
This form must be completed by the owner or the engineer or architect of record, prior to permit issuance, indicating
who will perform the required special inspections for this particular project. The specified special inspector(s) shall
perform the required special inspections during construction of the project, submit all inspection reports to the
Building Department and provide a final signed report stating whether the work requiring special inspection was, to
the best of the inspector's knowledge, in conformance to the approved plans and specifications and the applicable
workmanship provisions of the IBC. The following checked items require special inspection:
❑ 1. Concrete. During the taking of test specimens and placing of reinforced concrete. (IBC 1704.4)
❑ 2. Bolts installed in concrete. Prior to and during the placement of concrete around bolts when stress
increases permitted by Table 1912.2 and section 1912.5 are utilized. (IBC 1704.4)
❑ 3. Erection of precast concrete members. Periodic inspection per ACI 318: Ch 16. (IBC 1704.4)
❑ 4. Shotcrete. Continuous inspection per ACI 318: 5.9, 5.10 and IBC Chapter 19. (IBC 1704.4)
❑ 5. Reinforcing steel and prestressing steel tendons. Inspection of reinforcing steel including prestressing
tendons. (IBC 1704.4)
❑ 6. Welding of reinforcing steel. Inspection of the welding of reinforcing steel according to AWS D1.4, ACI
318: 3.5.2, and IBC 1903.5.2. (IBC 1704.4)
❑ 7. Structural welding. Welding inspection shall be in compliance with AWS D1.1. (IBC 1704.3.1)
�8. High-strength Bolting. The installation of high-strength bolts shall be periodically inspected in accordance
with AISC LRFD Section M2.5. (IBC 1704.3.3)
❑ 9. Structural Masonry. Masonry construction shall be inspected and evaluated with the requirements of IBC
section 1704.5.
❑ 10. Soils. Inspections for fills 12 inches or greater to be performed in accordance with IBC Section 1704.7.
❑ 11. Pile foundations. Inspector to be present when pile foundations are being installed and during tests. (IBC
1704.8)
❑ 12. Pier foundations. Special inspection of pier foundations for buildings are required in seismic Zone D. (IBC
1704.9)
❑ 13. Spray-applied fire resistant materials. Inspections shall be in accordance with sections 1704.11.1
through 1704.11.5.
❑ 14. Exterior insulation finish system (EIFS). Special inspection shall be required for all EIFS systems. (IBC
1704.12)
Continued on reverse side
41. Notification of Discrepancies
Special inspectors shall bring all nonconforming items to the immediate attention of the contractor. If any
such item is not resolved in a timely manner or is about to be incorporated in the work, the engineer or
architect of record and the building official should be notified immediately by telephone or in person, and
the item noted in the special inspector's written report. The special inspector shall write a separate report
to be posted at the job site regarding noted discrepancies which should contain, as a minimum, the
following information about each nonconforming item:
• Description and exact location;
• Reference to applicable detail of approved plans/specifications,
• Name and title of each individual notified and method of notification. and
• Resolution or corrective action.
5. Reports
A. Inspection reports
The special inspector should complete written inspection reports for each inspection visit and provide the
reports on a timely basis determined by the building official. The special inspector or inspection agency
shall furnish these reports directly to the building official, engineer or architect of record, and others as
designated. These reports should be organized on a daily format and may be submitted weekly at the
option of the building official. In these reports, special inspectors should:
• Describe inspections and tests made with applicable locations;
• List all nonconforming items;
• Indicate how nonconforming items were resolved;
• List unresolved items, parties notified, and time and method of notification; and
• Itemize changes authorized by the architect/engineer of record and approved by the building department,
if not included in the nonconformance items.
B. Final reports
Special inspectors or inspection agencies shall submit a final, signed report to the building department
stating that all items requiring special inspection and testing were fulfilled and reported and, to the best of
their knowledge, in conformance with the approved design drawings, specifications, approved change
orders and the applicable provisions of the code. Items not in conformance, unresolved items or any
discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was
required, etc.) should be specifically itemized in this report.
DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR:
The contractor's duties include responsibility for notifying the special inspector or agency regarding individual
inspections required by the Building Department, or required by the International Building Code, Chapter 17.
Adequate notice shall be provided so that the special inspector shall have appropriate access to the approved
plans at the job site prior to the required inspection. The contractor shall not perform any work that requires special
inspection without the special inspector present. Completion of this form, and the performance of special
inspections does not relieve the contractor's responsibility to schedule required inspections by the Mason County
Building Department prior to concealing any work.
DUTIES AND RESPONSIBILITIES OF THE ENGINEER OR ARCHITECT OF RECORD:
The engineer or architect of record is responsible for identifying which special inspections are necessary,
developing a schedule of required special inspections, and assisting the owner in the selection of the special
inspector. The engineer or architect or record shall review the special inspection reports to determine that all
required special inspections have been performed and that all discrepancies (if any) have been resolved.
DUTIES AND RESPONSIBILITIES OF THE PROJECT OWNER:
The project owner, or the engineer or architect of record acting as the owner's agent, is responsible for the funding
of all required special inspection activities in accordance with International Building Code Section 1704.
?w 15." Smoke-control system. Smoke control systems shall be tested by a special inspector per I BC Section
1704.14.
❑ 16. Special cases. Special inspection shall be required for proposed work that is, in the option of the building
official, unusual in its nature such as alternative methods and material of construction, unusual design applications,
and materials and systems required to be installed in accordance with additional manufacturer's instructions that
prescribe requirements not contained in the IBC or referenced standards.
❑ Installation of structural epoxies ❑ Installation of"high-load shear panels"
❑ Structural Observation (IBC1709) []Other:
Special Inspector Selection:
The special inspection agency and special inspector shall be registered by the Washington Association of Building
Officials(WABO)for the particular type of construction or operation requiring special inspection. Such inspector(s)
shall be selected by the owner or the owner's agent and approved by the Building Official prior to issuance of the
building permit. The owner's agent shall not be acting as, or employed by the special inspection agency or the
contractor for this project.
Name of Special Inspector or Agency: Type of Inspection: Registration Number:
Cc efi Glo D,r-N ,FPT, -T/'G- /-/6/N Sh NG 7L4 ,T�Zjl
Authorization: I hereby state that I am the legal owner of the project property, or that I am the legal owner's agent
who is not employed by a special inspection agency or contractor associated with this project. In addition, I agree
to comply with the special inspection requirements established by Chapter 17 of the International Building Code as
adopted by Mason n
ignatur Printed Name ❑OwnYr ❑Agent Date
PURPOSE OF SPECIAL INSPECTION
Special inspection is the monitoring of materials and workmanship which are critical to the integrity of the building
structure to assure that the approved plans and specifications are being followed and that relevant codes are being
observed. Special inspections are in addition to those conducted by the county building inspector and by the
engineer or architect of record. Special inspectors furnish inspection at all times that their presence is required by
the code, the plans and specifications, and the enforcing jurisdiction. Good communication between the special
inspector and the designer, contractor, and building department is essential.
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
Special inspectors are individuals with highly developed, specialized skills who observe those critical building or
structural features which they are qualified to inspect. Duties of special inspectors and/or inspection agencies
include the following:
1. General Requirements
Special inspectors shall review approved plans and specifications for special inspection requirements.
Special inspectors shall comply with the special inspection requirements of the enforcing jurisdiction.
2. Signify Presence at Job Site
Special inspectors should notify contractor personnel and the enforcing jurisdiction of their presence and
responsibilities at the job site.
3. Observe All Work for Which They Are Responsible
Special inspectors shall inspect all work and perform or observe all tests requiring inspection and testing for
conformance with the building-department-approved (stamped) drawings, specifications and applicable
June 2, 2005
Permit Office
For Belfair, WA
RE: Bob's Thee Auto Sales
Robert A. Rogers, Jr.
601 N.E. Old Belfair Hwy.
Belfair, WA 98528
Job# WAS 10291
To Whom It May Concern:
This letter is to verify that the 20 psf roof snow on this project is equivalent to 25 psf
ground snow on above project.
C"
w�
Mu ! Al< yni, P.E.
n � G
SIONAL
EXPIRE�T'
jI
2001 Washin ton State Nonresidential Enercv Code Com liance Form
Lighting Summary LTG-SUM
2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002-KJM
Project Info Project AddressIjC W Date
For Building Department Use
Applicant Name: R1113,-,<i
Applicant Address: O A / (� ✓ ���
Applicant Phone: _ _ 3 G
Project Description i New Building ❑ Addition ❑ Alteration ❑Plans Included
Refer to WSEC Section 1513 for controls and commissioning requirements.
Compliance Option Prescriptive (g Lighting Power Allowance Q Systems Analysis
(See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.)
Alteration Exceptions ❑ No changes are being made to the lighting
(check appropriate box) ❑Less than 60%of the fixtures are new,and installed lighting wattage is not being increased
Maximum Allowed Lighting Wattage(Interior)
Location Allowed
(floor/room no.) Occupancy Description Watts per ft2" Area in ft2 Allowed x Area
6
O
From Table 15-1(over)-document all exceptions on form LTG-LPA Total Allowed Watts l
Notes:
1.Use manufacturer's listed maximum input wattage. For hard-wired ballasts only,the
default table in the NREC Technical Reference Manual may also be used
2.Include exit lights unless less than 5 watts per fixture.
Proposed Lighting Wattage (Interior)List all fixtures.For exempt lighting,not exception and leave Watts/Fixture blank.
Location Number of Watts/ Watts
(floor/room no.) Fixture Description Fixtures Fixture Proposed
Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts
Maximum Allowed Lighting Wattage (Exterior)
Allowed Watts Area in ft2 Allowed Watts
Location Description per ft2 or per If (or If for perimeter) x ft2(or x If)
Covered Parking
(standard paint) 0.2 W/ft2
Covered Parking
(reflective paint) 0.3 W/ft2
Open Parking 0.2 W/ft2
Outdoor Areas 0.2 W/ft2
Bldg.(by facade) 0.25 W/ft2
Bldg.(by perim) L 7.5 W/If (� ✓
Note:for building exterior,choose either the facade area or the perimeter method,but not both) Total Allowed Watts
Use mfgr listed maximum input wattage. For fixtures with hard-wired ballasts only,
Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual ma also be used.
Number of Watts/ Watts
Location Fixture Description Fixtures Fixture Proposed
6 tom'
Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts
2
Air
47.;0 f i wn
ww
u LJ
CPS
lie
�I
oZ
A�
r I iQ 1
� .v01
2001 Washin ton State Nonresidential Enerw Code Com liance Form
,Envelope Summary Climate Zone
2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 KJM
Project Info Project Address ,76 oc 5; i _ Cr j tj(v' Date / -2_q -- G
For Building Department Use
Applicant Name: S re
Applicant Address:
Applicant Phone:
Project Description New Building ❑Addition ❑Alteration ❑Change of Use
❑Prescriptive ❑ Component Performance ❑ ENVSTD 2.1 ❑Systems
Compliance Option
(See Decision Flowchart(over)for qualifications) (4.0 not acceptable) Analysis
Is 'Cr
Space Heat Type (N Electric resistance 0 All other (see over for definitions)
Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1.
Glazing Area Calculation (rough opening) Gross Exterior
Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls. — X 100 =
O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry
Concrete/Masonry Option Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying
no assembly below.
Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements
Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19
Minimum Insulation R-values Insulation on exterior or integral-maximum U-factor is 0.25
Roofs Over Attic /,LG If project qualifies for Concrete/Masonry Option,list walls
All Other Roofs 0 Est with HC>_9.0 Btu/ft2.OF below(other walls must meet
WI/f Opaque Wall requirements). Use descriptions and values
Opaque Walls' 140rJ� from Table 20-5b in the Code.
Below Grade Walls /�� ?,Q Wall Description U-factor
Floors Over Unconditioned Space fK` / (including insulation R-value&position)
Slabs-on-Grade `
Radiant Floors
Maximum U-factors
Opaque Doors
Vertical Glazing
Overhead Glazing
Maximum SHGC(or SC)
Vertical/Overhead Glazing
Semi-heated space 2
Minimum Insulation R-values
Roofs Over Semi-Heated Spaces2
1.Assemblies with metal framing must comply with overall U-factors
2.Refer to Section 1310 for qualifications and requirements
Notes:
1827597
I Page: 1 of 1
12P2912004 iQ 50A
I
ROBERT ROGERS A NOTCE 19.00 Mason Co, WA
Rr- --_ - -- RECEIVED ----
To:
A R o /`'l /� z DEC 2 9 2004
AV IV4 D C, 6T 426 W. CEDAR STI
TITLE NOTIFICATION OF AQUIFER RECHARGE AREA
DATE: 1 � " - QL-/
OWNER NAME:
MAII.ING ADDRESS: PG fi 14 FA t f kl,4 9 S
PARCEL NUMBER: j.2 2.2, O 14 3 y G S
LEGAL
DESCRIPTION: T 9 - 3 o r" S tv S c Lo r Q o r SP ;z s6 - 60 1
(ABBR.-PAR-M-QUARTEWQUARTER,-$EC9[7[ON,,-OWNSIIIP,-RANGE; - -
PLAT,LOT&BLOCK)
NOTICE: This property lies within a Critical Aquifer Recharge Area as
defined by Chapter 8.52 Mason County Codo. The property was
the subject of a development proposal for:
Application number.
TO BE KEPT IN THE filed on / - '4 <-,r (date). Restrictions
on use or alteration of the property may exist due to natural
r L FILE conditions of the property and resulting regulation. Review of
such application provides information on the location of a critical
aquifer recharge area and the restrictions on the site. A copy of the
plan showing the aquifer recharge area is attached hereto.
GRANTOR(S): (111/�o \-- S �'���7- ,,4 -
LASIU FIRST MI
GRANTEE: 0 ct v T y
� UPS
,
� r r
•� {�
� H
a
c
�1
WE
-09
N <
M c 1'T'I
N 0
' y
604
SP
£Ft. Fri 117
- 4390130
• .,.,,..,. ..,..._... ....._....._.. VOL i 4� r
1 �0
AN I
3 .a�:c ! Cj
r 0
? •r•.•.•.. ... ... :�;it 43 900304 4 3 U G O O
4S C 70 00im !� �OCR
f4
4390 4390051^ 01 4390 GNU 1�5�
I_ I G PP 711 10 o
�,Asmpz. UPI
.
C,'sq-
MASON COUNTY PERMIT NO.
BUILDING PERMIT APPLICATION
426 W. Cedar • FO. 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
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Company Name
Mailing Address Mailing Address
City State Zip Code City State Zip Code
Phone '?!13 Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg. # Exp.
E mail address E Mail Address
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic 'xisting Septic
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION - 12 Digit Parcel No. Fire District
Legal Description
Site Address (Please include street name, street number and city)
Directions to site
Will timber be cut and sold in parcel preparation?Yes /No
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑
Use of Building Describe Work e f/Y ' e `
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 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.
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 all 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 is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date:
Owner/Owners Representative/Contractor indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW ED DENIED NOTES
Building Department
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal ` �.
S
FEES
Buildinq Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee PlanningReview Fee
Mechanical & Base fee Other
Wood/Gas / Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES
1
U Q I O N F
C6
W O
p o t
Zs IN�Z • �� 4-
/-cc v PUMP
a
19
-
O
.e p
/DO _
Pa s ,
u 1 ' lit In/G
� vv6,. 0 FE c,0
o
�0 RESrp� i71gL TO N h/
S�FT_
i
aff�csSP�cEwrTlt _ Aio <LoP�s GRr74T,E/,° TM�Al i5d/o
~ aNE TOjG(T AND
yGL ' 'L VA f/AyC 3 'ANaPY
s 20
ON S IAI K
_Te6CS (a t-06657n/L-/ TX96S
o FAQ lL2 100 L, t.[nn F c_T,
o;r1 sfplleAraQ i.4 -
A Ep/M FN% •
�ASIN
_ 34
r ls;rNb 3�
Gµr,a6F _ E4 sr-
• J
a s
ego
�y$ F
2 r�h�STinl � � � ��
b
.�
1 .l+
ti r,7 d
;�+
Gr,C � DIW o oS C J.
PR P AGE
;To
l D
Iv
��5-�rN6 PEE isr�N6
�o
'TH'i 0,vr STAYS
St-
\� Iv r- ,STrnr(> OprA",96E I 3,
�CA Tc H C' Ss /v
h O
APPROVED
MASON COUNTY DCD PLANNING
SITE P N REQUIRED TO BE ON SITE
C ES SUBJECT TO APPROVAL
By ± Date �� Gy
CALCULATIONS FOR
Job: NORTH SHORE MINI STORAGE
Address: Buildings "A, .
BELFAIR, WA
(These calculations apply to the ,lob at this address only. )
Client: Tech-Fast Self Storage Buildings (J2064)
Index to Calculations
Sheet Item
1 Basis for Design
2-3 Design Loads
4 Column Reactions
5-6 Slab on Grade
7 Perimeter Turndown
8-10 Foundation Plan / Details
CA
JAN
ON
a '.
Copyright 11/03 Project Engineer FIDIAS A. PERATE JR. E. I. T.
Job No. 1666-03
S. E. CONSULTANTS, INC.
5800 East Thomas Road, Suite 104
Scottsdale, Arizona 85251
(480) 946-2010 FAX: (480) 946-1909
BASIS FOR DESIGN
DEAD LOADS actual
LIVE LOADS
Roofs 25.0 psf., (Snow)
LATERAL
Wind Wind Load Basis: 90 mph
Exposure: C
Seismic Zone: 3
Na= 1
Nv= 1
CODE: 1997 Uniform Building Code
1996 Edition of Cold-Formed steel design manual
STRESSES OF MATERIALS
CONCRETE
Footings fc= 2500 psi.(min.)
STEEL
Reinforcing fy= 60000 psi.A-615, Grade 60
Weldable Reinforcing fy= 60000 psi.A-706, Grade 60
SOIL
Allow.Soil Bearing= 2000 psf
SEE GEOTECHNICAL REPORT FOR SOIL PREPARATION AND ADDITIONAL INFORMATION
GEOTECHNICAL REPORT
32 BELFAIR-TAHUYA ROAD
BELFAIR,WA 98528
Parcel#: 22201-22-00110
By: GEOTECHNICAL TESTING LABORATORY
PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET
job: 'T106 Date: It`,�� � By: Ft Job No.: J[,�6 '03 SH.: ---
S.E. CONSULTANTS, INC.
-- CALCULATIONS FOR
Job: NORTH SHORE MINI STORAGE
Address: Buildings "A.
BELFAIR WA
(These calculations apply to the job at this address only. )
Client: Tech-Fast Self Storage Buildings (T2064)
Index to Calculations
Sheet Item
1 Basis for Design
2-3 Design Loads
4 Column Reactions
5-6 Slab on Grade
7 Perimeter Turndown
8-10 Foundation Plan / Details
'' •IQ13> >
•:'ram+"�
IDTIRLS
Copyright 11/03 Project Engineer FIDIAS A. PEIRATE JR. E. I. T
Job No. 1666-03
S. E. CONSULTANTS, INC.
5800 East Thomas Road, Suite 104
Scottsdale, Arizona 85251
(480) 946-2010 FAX: (480) 946-1909
ROOF LOADS
Dead Load = 1.0 psf. (Roof Panel)
Collateral Load = 3.0 psf.
Live Load = 25.0 psf. (Snow)
-------------
Total Load = 29.0 psf.
WIND FORCE ANALYSIS PER 1997 UNIFORM BUILDING CODE
p=Ce Cq qs I
p =Design Wind pressure(psf)
Ce =Coefficient per Table 16-G
Cq =Coefficient per Table 16-H
qs =Wind stagnation pressure per Table 16-F
I = 1.00,Importance factor per Table 16-K
TABLE 16-G Coefficient Ce II TABLE 16-F Wind Stagnation II
II Pressure qs II
-------------------------- - --------------- - ------------------ - --------------I► ---------------------- ------------------------- I I
eight above average II Basic I II
level of adjoining I Exposure I Exposure I Exposure II Wind Speed I Pressure II
ground,in feet I B I C I D II (mph) I (psf) II
0-15 I 0.62 I 1.06 I 1.39 II 70 I 12.6 II
16-20 I 0.67 I 1.13 I 1.45 I I 75 I 14.4
21 -25 I 0.72 I 1.19 I 1.5 II 80 I 16.4 II
26-30 I 0.76 I 1.23 I 1.54 I I 85 I 18.5
31 -40 I 0.84 I 1.31 I 1.62 I I 90 I 20.8
WIND LOADS II 95 23.2 II
II 100 I 25.6 II
Basic Wind Speed (Table 16-F) = 90 mph
Exposure(Table 16-G) = C
Mean Roof height = 14.83 feet
Ce based on Mean Roof Height = 1.06
Wind Stagnation Pressure qs = 20.8 ps qs
NOTE:BY DEFINITION OF SECTION 1616,THE STRUCTURE IS AN UNENCLOSED STRUCTURE AND ACCORDINGLY,
THE Cq PRESSURE COEFFICIENTS OF TABLE 16-H ARE BASED ON AN UNENCLOSED STRUCTURE.
Roof Decking: Cq= 1.3, Roof Element,Slope<7:12
------------------------ - ---------------- - ----------------- ------------------------------------- ------------------------- -- --------------------------
p=Ce Cq qs I = 1.06 x 1.3 x . 20.8 x 1 = 28.66 psf, Outward
Purlins &Rafters: Cq= 1.3 - 0.3 = 1.0, Footnote 2
p=Ce Cq qs I = 1.06 x 1 x 20.8 x 1 = 22.05 psf, Outward
Lateral at Vertical Surface at Roof Level:Cq= 1.3
p=Ce Cq qs I = 1.06 x 1.3 x 20.8 x 1 = 28.66 psf, On Vertical
Projected Area
SEISMIC LOADS Zone = 3
Z = 0.3
PRELIMINARY U N LESS SEALED ON EACH SH EET O R ON COVER SHEET
Sob: J�`,_0 (��� Date: ( ��%� By: � a`ti � bb No.. �i���i� � SH ..
S.E. CONSULTANTS, INC.
Lateral Seismic Analysis - 1997 UBC
Seismic Zone = 3
Seismic Zone Factor = 0.30
1 = 1.00
Soil Profile Type = Sd
Na = 1.00
Nv = 1.00
Ca = 0.360
Cv = 0.540
R = 4.50
Height = 14.83 ft
T= 0.035"(hn)1,0.75 = 0.264
r Reliability/redundancy Factor = 1.00
(30-4)
V= Cvl/[RT] = 0.454 W
(30-5)
V= 2.5Cal/R = 0.200W
(30-6)
V=0.11CaI = 0.040W
(30-7)
V= .8ZNvl/R = 0.000w
V(Controls) = 0.200 W Kips
Fur, wory-swG Srkc-�-5
PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET
Job: Q '_ ram` Date: i By: r,4 (� bb No.. SH ..
S.E. CONSULTANTS, INC.
SE Consultants -- Mini Storage Point Loads 11/14/2003
Middle Columns
Roof
DL= 6 psf Width x Length = Area POL(roon= 600 Ibs
LL= 25 psf 5 20 100 ft^2 PLL(ro&)= 2500 Ibs
P(TOTAL) = 3100 Ibs
Endwall Columns
Roof
DL = 6 psf Width x Length = Area PDL(roof)= 300 Ibs
LL = 25 psf 5 10 50 ft^2 PLL(root)= 1250 Ibs
P(TOTAL)= 1550 Ibs
Sidewall Columns
Roof
DL= 6 psf Width x Length = Area PDL(roon = 300 Ibs
LL= 25 psf 20 2.5 50 ft^2 PLL(roof)= 1250 Ibs
P(roraL)= 1550 Ibs
No7E : TkE 5E Lz 1d01e T-
t1M,GS Whx&I fatal..<.t r
"A M
CONCRETE SLAB INVESTIGATION Pt
T = Z5a0 psi
( CONCRETE
StfE1.R UNE O POIM• OF lNFtEcnON
0�0
00 •
• • t . . •• . . . \44
♦ . •. •
- 0 1 Q• 33�• G,t3�,' �-t 3'8 �
G= Z x= x= f6_. 7.000 psf
SOIL BEARING
L= 0.S$
NM- SECRUSE OF COKTL*{UTTY• THE SLAS WU TNCE hLrkTNE VoVem
SLAB SENDING
P. 15 5U z
A4A C6 f I — 6.1Is f t L= TA — fOA15
u
S bh z _ 12C `1'�>2_ 3Z in L
3 = f- .
6 6 6 $ j x= f
M = fu X2 ^ -too D d.t392 12 in —
2 2 f t Z Zci in-L b/t
L - 1,16 psi <- S0 psi = 1,6 Frall
vk✓
PUNCHING SHEAR
V bo ��, 13.H+ psi < 56 psi = .OZf` =.02 ( 7,500
ilt:
bo Q oJ^ c
i c a bo -+. y�r 1 + / yr + � J C `i1r ) —• [t(� In
PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET
Job: .Y?.El6'1 U-, 11l03 by: Ph July I�().: 1,; 5
.SL1-6 dd 6FUJ�t
LI-Ea_ , GborE6 L JDTA/T SPA 14/6
FLw
As = 2 f, � ly'_ V) wl_+i
in which VW PI
A =effective cross-sectional area of steel, in square
s inches per foot of width of section (0.0 Z 9 I w,/,
L = distance between free ends,in feet. (A free end is
any joint free to move in a horizontal plane.)
w = weight of slab,in pounds per square foot(Based
on concrete weighing 150 lb per cubic foot.)
F =coefficient of subgrade riiction (This may vary
from 1.0 to 2.5; 1.5 is recommended for concrete
floors on ground.
f+ = allowable unit tensile stress in the reinforcement,
in psi = (0 K)C-75 K5z) = 30 K52
C(50 rcp) (4") 1-01) = 50 r5r-
Z a s fs Cz)C 0.6 zit xe /FT) C-30,000 f5x
L - Fug l .5 (50 OFF
PRELIMINARY UNLESS SEALED ON EACH SHEET OR ON COVER SHEET
Job: -SZDL Li Date: ►I to BY: PAP Job No.: iGGG a 3 SH.:
S.E. CONSULTANTS. INC.
Perimeter Turndown Design
Allowable Soil Bearing Pressure Loads
DL= 6.0 psf (roof+collateral+framing)
2000 psf LL= 25.0 psf (snow load)
Total= 31.0 psf
Finished 4 inches(min.)
Grade
18 in.min.
16 inch
Worst Case Point Load Allowable Point Load
Length= 5 ft Pallowable
Width= 10 ft
Point Load= 1550 lbs 45 45
1.5 ft
I� 3 ft _I
Loaded Area= 4.00 ft^2
Pallowable= 8000 lbs > 1550 Is OK
As(min.)_ (.002)*length*width= 0.576 in^2
Therefore,use 16 in.wide x 18 in. deep
x continuous footing w/ 2..01 bar(s)(top&bottom)
� 5Et �0�[✓5 �'��a�7
.Ll✓Fa 411dl/ � I.�GI�T1e��5 M/t{�,�� �'QLtNDk7�lk EL1"tn�n�7S A��.
(_O C.fi I t 0 U U,L S Lott S 0 P 57 s M 0 fr t
a5E j, " w.ior K 3z;` to e x rQi✓rztvuoit5 r-t6_
wl
1 2 3 4 5 6
10'-0• 10'-0' 20'-0' NI•-B• 20A 20'-0'
(OVERALL LENGTH = 100'-0')
I I I I I I I
I I I I I I I
A - — -------------------- --------------------- --------- ---------------------------------- -- ----- -------------- --- - -,
------------------ ------------
o � ,
1
1 do ;
1
1
I
I ,
1 ,
1 ,
1 ,
1 ,
I ,
1 ,
D 1
' 2 �
z S S.J.
ID
M 1
J 1
0
U '
VI N 1
1
1
1
1
1
4
1 ,
I f2.o
e
z.o
J - - W6-WJMWIA N.M.F.CENIEBED IN SLAB
FOUNDATION PLAN BLDG A
q
SCALE: 1/8"=1'-0"
I
i
NOTE:
PROVIDE 32" DEEP TURNDOWN
w/(3)#4 TOP & BOTTOM WHEN
LOCATED NEAR SLOPES OF 5%
OR GREATER PER SOILS
REPORT.
4"SLAB ON
9 1/4" SUB-BASE PER
FINISH GRADE SOILS REPORT
�� �III E111=III •
l—I I I—I I
_ o 'I I—III=1 I I
ZooD < -
� mQ � I;illl II—III-�'
z
8 I - UNDISTURBED EARTH
m
J
a _
N (2)#4 BARS (T&B) CONT. M
_ 16"
N
O
M
O
O
N
W
O
a
TYPICAL TURNDOWN
0
Z 3/4" = 1'-0"
LL
LL
H
0
Z
c/)
LL
Q
LL
2
U
W
F
�I
0
C6
co
0
0
0
N
N
C
3
t0
E
U I J
C7 `f f
7
CONC.SLAB-SEE
• N � PLAN
T
T T
Q Q
`- 3
4
III-I 1 I-I I P -1 1-III-I I
-III-�
NOTE: PLACE SLABS IN LONGITUDINAL STRIPS IN
ALT.BAYS FILLING OPEN STRIPS ON ALT. POURS
CONSTRUCTION JOINT (C.J.)
z CONTINUOUS TOOL JOINT OR ZIP Z
g.
STRIP OR SAW CUT WITHIN 4 HRS. �-
AT CONTRACTOR'S OPTION 4" M�°`X w
co
= 4T I-
a ::...;.....: 0 :..::...
rn
,n
0
O
III-III-III-'' =II-=I01SEE SOILS
� ��IIIIIIi;J''-
REPORT FOR
SHRINKAGE JOINT (S.J.) SUB-BASE
REQUIREMENTS
O
2
0 2 CONCRETE SLAB JOINTS
Z 3/4
U.
LL
F-
O
Z
O
LL
2
U
W
~I
O
cb
co
f0
f'p7
O
N
C
C
0
O
U
1 2