HomeMy WebLinkAboutCOM2008-00072 Final Sign - COM Permit / Conditions - 9/17/2008 { 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
COMMERCIAL BUILDING PERMIT COM2008-00072
OWNER: BELFAIR ELEMENTARY SCHOOL RECEIVED: 6/10/2008
CONTRACTOR: HANSON SIGN CO 360-613-9550 LICENSE: HANS018221JI EXP: 5/8/2010 ISSUED: 7/10/2008
SITE ADDRESS: 22900 NE STATE ROUTE 3 BELFAIR EXPIRES: 1/10/2009
PARCEL NUMBER: 123324060000
LEGAL DESCRIPTION: TR 1 OF NE SW& NW S SEE SURVEY 9/13
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Sign. Belfair.
General Information Construction &Occupancy Information
No. of Units: Type of Constr.:
Type of Use: Insp.Area:Type of Work: SGN Fire Dist.: No. of Bathrooms: Occ. Group: VB
Valuation: $ 18,168.00 No. of Stories: Occ. Load:
Building Height:
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
Model: Width: Building:
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline&Planning Information
Front: E 15.00 Ft. Shoreline: Ft.
Rear: W 120.00 Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable
Side 1: N 20.00 Ft. SEPA?:No Comp. Plan Desig.: Urban Growth Area
Side 2: S 20.00 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?:
COM2008-00072 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 Amount Receipt
Plan Check Fee KKK R11 n/9nnA It Qa 71 C9?nnAnn
Planning Review Fee KKK A/1n/9nnA (t1Qn nn C77nnAnn
Building State Fee ARr. RV17/gnnR to Fn gg,nnRnn
Building Permit Fee ARr. AM7/9nnA a'An7 9r, gg,?nnRnn
Total $701.46
CASE NOTES FOR
COM2008-00072
CONDITIONS FOR
COM2008-00072
1) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
2) 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 L jc--,
3) 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 (/,-j zL.%
4) 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 (�,f'
5) 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 by the Mason County Building Department prior to any further inspections being performed or approvals granted.
X 1/
6) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND
OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD
RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x
7) 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 `-'6G'_
COM2008-00072 2 of 4
8) 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 C_' iA
9) All property lines shall be clearly identified at the time of foundation inspection. X
10) 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 (' 'fGL,r
11) 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 O-1
12) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal
fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
13) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
X (!.-iV_.
14) 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 (/ �,ti
15) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands. Silt fencing must
be installed and maintained until upland vegetation has become established. X
16) All other necessary permits from Mason County, Washington State and/or Federal Agencies that�e required for this proposed development and
construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X C/
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.
OWN ER OR AGENT: / . G C DATE:
J
COM2008-00072 3 of 4
O - W
O
N CONCRETE MECHANICAL MANUFACTURED HOME M
CD o Data g y _ .T
CD Footings I Setbacks Gas Piping Ribbons D
o Interior Date By Interior-Date By Date By
o �y - M
N Exterior Date a By Exterior-Date By Suet-up r
Point Load I Isolated Footings lN' ULAT1t N Date By 9
BG I SLAB INSULATION M
Date �L p
By FINE DEPARTMENT m
Date By Z
Foundation Walls y D
Floors Date B I
Date By Data BY DECKS
FRAMING Walls Date By N
Date By Data By PROPANE TANKS =
PLUMBING vault Date ey p
Date By OTHER O
r
Groundwork Attic
Date By Type
Date By Dale By
o.W.V DRYWALL Type. n
Iot.Brace Wall Date By 0
Date By
By FINAL INSPECTION c
Water Line Fire Seperation O
Date t3y Data By Date�7 By
O
O
Pass or Request Inspect, O
Type of Insp. Fail Data ; Date Done By Comments N
0
PL
ALL SETBACKS ARE MEASURED
FROM THE FURTHEST 71T A� D/F ILLUMINATED MONUMENT WITH ELECTRONIC MESSAGE CENTER
PROJECTION OF THE BUILDING JCL AREA CALCULATIONS
ID CABINET ID CABINET:
DIMEN51ON5 24"x&4' ILLUMINATED MATCH
AMPS
92° CABINET PAINTED i0 MATCH#230-36 DARK BLUE
AREA 14.0 50. FT. VINYL:#230-36 DARK 2 MATTE BLACK L#230-1-2 g BLUE
.
MESSAGE CENTER
- DIMENSIONS 26"x92" MESSAGE CENTER:
/)I\\ AREA 1661 0 7 DAKTRONICS ELECTRONIC MESSAGE CENTER MODEL
D D r #AF-3400-16X64-34-A-2V
Design
® - Sales
TAL A ��G VER: �E P ^ R M E N r
TED SHEET METAL TO MATCH#230-167 BLUE P.O.BOX928
AObddV 01 103r9nS O 9438 WILLAMETTE MERIDIAN RD.NW
F THEj — MOUNTING SADDLE (TOP}�11S NO 38 01 Q3rffla3?! Nb'1d 311SOME OWHITEB ALUMINUM PANEL SILVERDALEWA98383
j ONINNV Id 000 J� WOO Nos -h 220-3976 DK BLUE VINYL COPY PHONE(360)613-9550
ILLUMINATED CABINET FAX(360)613-9515
_ a7 J, `n O8 d a V www.honson�gns.com
N I — 4" STEEL PIPE PROPOSED INSTALLATION CUSTOMER:
BELFAIR ELEMENTARY
ELECTRONIC ME55AGE CENTER - s dJ�� BELFAIR,WA
"HOME OF 1 BOBCATS" DATE:5/27/08
MOUNTING SADDLE (BOTTOM)
# y�y� � \� SCALE OPTION REVISION
oi. '. 0 25t.�a� ll3 1/2"=1' A 0
POURED CONCRETE FOOTING
3'-0"x 3'-0"x 3' D" • SALES:RANDY HANSON
VOLUME-1 CU.YO. . DESIGN:HAYLEE H ERDMAN
COMMENTS:
k :
1 i 2"x2"ANGLE IRON FRAME 5ECURED TO PIPE U51NG
(4)1/2-A-1/2"BOLTS THROUGH ANGLE IRON SADDLE
I 1 EACH TOP&BOTTOM
I I
c 2008
THIS SIGN DESIGN IS THE PROPERTY OF
HANSON SIGNS INC.&IS NOT TO BE
REPRODUCED IN ANY WAY WITHOUT
PERMISSION OR TRANSFER BY SALE.
r
EDWARD JONSON AND ASSOCIATES, P.S. JOB: Belfair Elementary School
CONSULTING STRUCTURAL ENGINEERS
5990 BATTLE POINT DRIVE SUBJECT: FOUNDATION FOR SIGN
BAINBRIDGE IS., WA 98110 DATE: June 3, 2008
(206) 780--0524
g `+`'"�+,� MOTES:
1. CONCRETE 2,500 PSI W/
MINIMUM 5 SACKS PER CY
OF CONCRETE
2. ATTACHMENT OF COL TO
.o w�
SIGN BY OTHERS.
27140
�pG �v 3. DESIGN LOADS
SIDNAL E� WIND 85 MPH, EXP "C"
4. IF SOIL IS COLLAPSING,
one 06JOYI0� .� UNSTABLE OR ER
5 ENCOUNTERED CONTACT
ENGINEER FOR FT'G REDESIGN.
r i ((4" STD PIPE COL
BYTTACHMEN OTHERS)T TO SIGN
i 1st TIE 6" FROM
LTOP OF FT'G
Il
FOOTING 3 4
'-0" x 3'-0"
FIRM UNDISTURBED x 3'-0" DEEP W/ 8—
EARTH, TYP VERT AND 3—#4 HORIZ#
TIES
FOUNDATION DETAIL
NTS PLANNING
w
DWARD JONSON AND ASSOCIATESY..S.
Consulting Structural Engineers JOBINF— — T��fL SHEET: /
5990 Northeast Battle Point Drive SUBJECT: y 16N IFOOT1rJL
Bainbridge Island,WA 98110-3407
(206)780-0524 Fax(206)780-5587 DATE: BY: �'�— _
R L-L M ESN eT4 Q,�--j 616► J 0 C7X VV
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DWARD JONSON AND ASSOCIATES,P.S.
Consulting Structural Engineers JOB: SHEET:714-
5990 Northeast Battle Point Drive SUBJECT:
Bainbridge Island,WA 98110-3407
(206)780-0524 Fax(206)780-5587 DATE:
BY:
----
3o tt L QI
EE
-7- S s
Edward Jonson and Associates,P.S. Title: Job#
Consulting Structural Engineers Dsgnr:
5990 Battle Point Drive Project Desc.: 2
Bainbridge Island,WA Project Notes: J
Printed: 3 JUN 2(`08
ale E m bedded t n S'o i l File 1Documents and SetbngslEdWypocumentslENERCALC Data FilestrnarshalLec6
1 �7 ENERCALC,INC.1983.2008,Ver:6.0.18,N 34891
ascription: Belfair Elementary
General Information Code References: 2006 IBC 1805.7.2, 1997 UBC 1806.8.2.1
Pole Shape Rectangular ,,
Pole Width....... .......... 36.0 in \/
Calculate Min.Depth for Allowable Pressures
No Lateral Restraint at Ground Surface
Allow Passive.... .... ..... ... .. 500.0 pcf
Max Passive................ ... 1,500.0 psf
ontrolling Values Pole Width=3'-0" ;
Governing Load Combination: +D+W+H
Lateral Load 0.9910 k
Moment 3.7163 k-ft
w
NO Ground Surface Restraint
Pressures at 1/3 Depth �e I F I- � al. s � t N
Actual 469.882 psf
Allowable 473.951 psf _
� um Required Depth _----- 2.8750 ft
Footing Base Area 9.0 ft^2
Maximum Soil Pressure 0.055556 ksf
Assumes pole 1s square
Applied loads
La eral Concentrated Load Lateral Distributed Load Applied Moment Vertical Load
Dead Load 0.0 k 0.0 k/ft 0.0 k-ft 0.50 k
l.r:Roof Live 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k
Live 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k
Snow 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k
Wind 0.9910 k 0.0 k/ft 0.0 k-ft 0.0 k
17 Earthquake 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k
li Lateral Earth 0.0 k 0.0 k/ft 0.0 k-ft 0.0 k
toad distance above Base 3.750 ft TOP of Load above ground
0.0 ft
BOTTOM of Load above ground
0.0 ft
Load Combination Results
d: b^�gU1On '- � �'•.�,Y�?s � ��' LoattS�
+D 0.0 0.0 0.13 0.0 0.0
+D+L+H 0.0 0.0 0.13 0.0 0.0
+D+Lr+H 0.0 0.0 0.13 0.0 0.0
+D+W+H 1.0 3.7 2.88 469.9 474.0
+D+0.7501-r+0.750L+0.750W+H 0.7 2.8 2.63 422.4 423.3
+D+0.7501-+0.750S+0.750W+H 0.7 2.8 2.63 422.4 423.3
+0.60D+W+H 1.0 3.7 2.88 469.9 474.0
Edwsrd Jonson and Associates,P.S. Title: Job#
Consulting Structural Engineers Dsgnr:
5990 Battle Point Drive Project Desc.:
Bainbridge Island,WA
(206)-780-0524. Project Notes
°:!Iteo s 1,jPJ 20,08
LC Data
SIr//++ .c-Tocuments and Se&gslEd MyeritslENERC Files mars all.ec6
E 7=�5 Seismic Factor Determination File �kum
ENERCALC,INC.19832008,Ver.6018,N:34891
Description: Belfair
ascription : Belfair
ccupancy Category Calculations per IBC 2006&ASCE 7-05
cupancy Category of Building or Other Structure: "II":All Buildings and other structures except those listed as Category I,1II,and IV ACSE 7-05,Page 3,Table 1-1
Cccupancy Importance Factor = 1 ACSE 7-05,Page 116, Table 11.5-1
Ground Motion, Using USGS Database values ASCE 7-05 9.4.1.1
ax.Ground Motions,5%Damping
Longitude = 122.875 deg West
SS = 1,28146 9,0.2 sec response Latitude = 47.439 deg North
S 1 - 0,47881 g,1.0 sec response Location: BELFAIR,WA 98528
Site Class,Site Coeff. and Design Category
to Classification "D":Shear Wave Velocity 600 to 1,200 fvsec = D ASCE 7-05 Table 20.3-1
to Coefficients Fa&Fv Fa = 1.00 ASCE 7-05 Table 11.4-1&11.4-2
(using straight-line interpolation from table values) Fv = 1.52
Maximum Considered Eartquake Acceleration S MS=Fa'Ss = 1.281 ASCE 7-05 Table 11.4-3
S M1 =Fv'S1 = 0.728
DE sign Spectral Acceleration S DS=S MS'211 = 0,854 ASCE 7-05 Table 11.4-4
D1= M1 3 =
0.486
Seismic Design Category = D (SDS is most severe) ASCE 7-05 Table 11.64
Resisting System _ ASCE7-05 Table 12.2-1
B isic Seismic Force Resisting System...
esponse Modification Coefficient "R" = 0.00 Building height Limits
ystem Overstrength Factor 'Wo' = 0.00 Category"A&B"Limit: Limit=
eflection Amplification Factor "Cd' = 0.00 Category"C"Limit Limit=
Category"D"Limit: Limit=
VOTE!See ASCE 7-05 for all applicable footnotes. Category"E"Limit: Limit=
Category"F"Limit: Limit=
Redundancy Factor ASCE7-05 Section12.3.4
Seismic Design Category of D,E,or F therefore Redundancy Factor'p"=1.3
ateral Force Procedure A SCE 7-05 Section 12.2.2
Equivalent Lateral Force Procedure
The"Equivalent Lateral Force Procedure'is being used according to the Provisions of ASCE 7-05 9 5 5
Determine Building Period
Cs" Response Coefficient ASCE 7-05 Section 12.8.1.1
DS Short Period Design Spectral Response = 0.854 From Eq.12.8-2, Preliminary Cs = 0.000
`R":Response Modification Factor = 0,00 From Eq.12.8-3&12.8.4,Cs need not exceed = 0.000
I':Occupancy Importance Factor = 1 From Eq.12.8-5&12.8-6, Cs not be less than = 0.010
Cs:Seismic Response Coefficient = S DS(WI) _ 0.0100
eISrt11C Base Shear Calculated for Strength Design Load Combinations ASCE 7-05 Sectio 12.8.3
Cs = 0.0100 from 12.8.1.1 W(see Sum Wi below) = 0.00 k
ertical Distribution of Seismic Forces Seismic Base Shear V= Cs.W = 0.00 k
:hx exponent based on Ta= 1.00
Ta le of building Weights by Floor Level..
Level# Wi:Weight Hi:Height (Wi-Hi)"k Cvx Fx=Cvx'V Sum Story Shear Sum Story Moment
MASON COUNTY PERMIT NO. )C O';6 ' 001
Be')k't BUILDING PERMIT APPLICATION
426 W. Cedar- P.O. Box 186, Shelton, WA 98584 v 7Z'
helton (360) 427-9670 - Belfair(360) 275-4467- Elma (360) 482-5269 ,i
"� On the web www.co.mason.wa.us
APPLIC NT INFORMATION CONTRACTORAINORMATION
Owner So i Company Name S\InY1 oc�
Mailina Adckess Mailing Address
City State WA Zip Code98S)A'293CT City 6 1 10evria 4 State iA)A Zip Code
Phone Other Ph. Phone 3 - - C1 Other Ph.
Lien/Title Holder Contractor Reg. # 14AdC.QQAlZ7j Ex S- t n
C n
E mail address E Mail Address o v�i P . MQ i1 e.✓Q). Lna n p) c a 14e Wi
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION- 12 Digit Parcel No._I a33Q4QIanooCD Fire District
Legal Description
Site Address (Please include street name, street number and city) > A
Directions to site
Will timber be cut and sold in parcel preparation? Yes/
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?Ye o
TYPE OF JOB - New Add Alt Repair Other PRIMARY R SIDENCE
❑ SEASONAL
Use of Building Describe Work ❑
No. of Bedrooms No. of Bathrooms Square Footage- 1st Floor 2nd loor
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/7dhe
a" owiedges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of
such:�s�bylow.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this
jLk permit andork as proat I have obtained the permission from all the necessary parties.If permission is
requiredfrementholder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permissionto applyforoposed. The owner or agent on owners behalf,represents that the information
provided isnd grantseto the above described property and stricture for review and inspection.
PROOF O AnON OF WORK IS BY MEANS OF A PROGRESS INSPECTION. /
1.�_, Dater/0 7 ! Obi
Owner/Owners Fkp.tj tative/ ontrac (indicate which one)
FOR OFFICIAL USE B OND THIS POINT Accepted by: Date 5 2q-C6
DEPARTMENTAL REVIEW AP P VED DENIED NOTES
Building Department J
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee . ' Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee Plannina Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee . si
Violation Fee /Vo E Pre-Paid at Submittal
Valuation $ ( /6 TOTAL FEES