HomeMy WebLinkAboutBLD2011-00349 Bulkhead Final - BLD Permit / Conditions - 8/9/2011 Inspection Line (360)427-7262
_ MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County Bldg. III 426 W. Cedar P.O. Box 186
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2011-00349
OWNER: ERIC SKEWIS RECEIVED: 5/4/2011
CONTRACTOR: EARL LINCOLN CONSTRUCTION, INC LICENSE: EARLLLC910QT EXP: 11/30/2011 ISSUED: 6/28/2011
SITE ADDRESS: 3710 E STATE ROUTE 302 BELFAIR EXPIRES: 12/28/2011
PARCEL NUMBER: 122212490050
LEGAL DESCRIPTION: TR 5 OF G.L. 2 & TAX 1113* & 12-X-8 PTN OF SP#437
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
Replace existing wooden bulkhead with concrete structure; 4 ft. high by 83 ST RT 3 TO ALLYN, R ON NORTH BAY RD, FOLLOW TO ST RT 302 TO
ft. wide with 10 ft. long return wall on north end and 19 ft. long return wall on SITE ADDRESS
south end.
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.:
Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: Lot Size: Deck:
Type of Work: BH Fire Dist.: 5 No. of Stories: Occ. Load: Building:
Valuation: $ 17,850.00 Building Height: Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline& Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft.
Water Body: NORTH BAY
Rear: Ft. Slope: Ft. SEPA?: Yes
Model: Width: Ft. Side 1: Ft. Shoreline Desig.: Urban
Year. Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Oty. Type Oty. Type By Date Amount Receipt
Plan Check Fee GMM 5/4/2011 $190.61 S12011000i
Plan Check Fee GMM 5/4/2011 $190.61 S12011000,
Plan Check Fee GMM 5/4/2011 $190.61 S120110001
Planning Review Fee GMM 5/4/2011 $205.00 S1 201 1 0001
Planning Review Fee GMM 5/4/2011 $205.00 S1 201 1 0001
Planning Review Fee GMM 5/4/2011 $205.00 S1 201 1 0001
Building State Fee LDK 5/26/2011 $4.50 S12011000i
Building Permit Fee LDK 5/26/2011 $293.25 S12011000i
Total $1,484.58
BLD2011-00349 Please refer to the following pages for conditions of this permit. Page 1 of 4
CASE NOTES FOR
BLD2011-00349
CONDITIONS FOR
BLD2011-00349
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
X 8M-6�9��he,pQrson sig p g this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
2) 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
Xep?rtm nt�ior to any further inspections being performed or approvals granted.
3) Owner eft is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
_T 4) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X 11--& ZI) L,p
5) 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 D ment prior to any further inspections being performed or approvals granted.
6) 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.
X. Ixo found 'on drains within 30ft, down gradient of drainfield/reserve area.
7) 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
X �_a yd rid-shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
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BLD2011-00349 Please refer to the following pages for conditions of this permit. Page 2 of 4
8) 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.
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9) 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 f ::�'2�10) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinagce or regulation, must be reviewed and approved by Mason County prior to construction.
X `�- I
11) 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.
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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
Mas,Qn County ordinances and building regulations.
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13) 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.
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14) Retaining walls needed to support a surcharge su as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X `i; U T
15) 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
BLD2011-00349 Please refer to the following pages for conditions of this permit. Page 3 of 4
16) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
X�o ed Sit�;Plan" to ensure these structures are shown and meet the setback conditions listed.
17) Appr ved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
• X (-,,; -Y�
18) The proposed project must be consistent v�ith all yplicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program. X(C G
19) All construction and demolition debris must be removed from the beach and site after project completion. Poper di osal of construction debris must be
on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 1
20) Co n ete lea ate must be contained during pouring, such that water quality degradation of adjacent waters does not occur.
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21) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlapds. Sil ,fencing or straw
matting must be installed and maintained until construction completed or upland vegetation has become established. >'
22) A Hydraulic Project Approval from the Washington State Department of Fish Wildlife must be granted prior to construction. For more information contact
Habit t Biologi is Gloria Rogers (Freshwater) at 360-753-2600 ext 249 or Margie Schirato (Saltwater) at 427-2179.
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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 son County access to the above described property and structure for review and inspection.
d
OWNER OR AGENT: DATE: 1
BLD2011-00349 Please refer to the following pages for conditions of this permit. Page 4 of 4
o CONCRETE MECHANICAL MANUFACTURED HOME J
C) Date By
Footings I Setbacks Gas Piping Ribbons
Interior Dale By Interior-Date By Date (A(D
co
Exlefw Date By Exterior-Date B Set-LIP M
Point Load!Isolated Footings INSULATION Date t3v
BG I SLAB INSULATION 0
Date By
Data By FIRE DEPARTMENT
Foundation Walls Floort, Date Ell y
Date Ry Data By DECKS
FRAMING Walls Date
D IF Data By
RyPROPANE TANKS
I Vault L',ij 1.3
PLUMBING Date gy
OTHER
Groundwork Atfic
By Date By Type-
Date U
D.WN DRYWALL Type-
7 Date Sy Int Brace Wall Date 03 y
(D
a) Dat. F3 y r-
FINAL INSPECTION 0
Cn Water Line Firs Soperation tJ
(D
Date By Date By Date y
Request Inspect. 6
Pass or R
I C)
Type of Insp. Fail I Date Date Done By Comments
(D
61 — (D
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EARL LINCOLN CONSTRUCTION INC. RECEIVED
P.O. BOX 368 MAY 0 4 200
BELFAIR, WA 98528 426 W CEDAR ST
Phone: 360-275-6061 Fax: 360-275-9765
FIXED PRICE CONTRACT
Customer Name: Elllre Customer Work Phoner-e
Customer address: Job Name:JVea,) �,r j e�:
Jobsite address: VC% S7T � o��. Jobsite Phone/Fax: //'
A. SCOPE OF WORK. This Agreement identifies the scope and detail of the work to be performed by the
Contractor. The Contractor's duty is to build according to this Agreement only. This Agreement incorporates the
following documents. (Check the following circles as applicable)
A�_page set of drawings dated d prepared by f�t��/ /T, /:���
All work performed by the Contractor which is not specifically detailed in the above scope of work shall
be performed pursuant to Section 5. The Customer warrants the sufficiency, completeness and
workability of all drawings supplied by the Customer or its Architect.
Building permit, and engineer if applicable, will be paid by the Customer and obtained by:
Contractor O Customer
B. PRICE AND PAYMENTS. Customer agrees to pay the contract price for the work on the following schedule
including progress payments
U
Contract Price $ E�` i—V The balance owed of$ y'
ill be paid as follows:
Sales Tax �'�L� $ T�,'�
, ) Ts�y6�
Total Price $ � C Ba anc on ompletion
r
Less Down Payment - $ om,
Balance Cowed $ 1 -3
NOTE: Customer has read the General Conditions of this Contract,together with Attachments A&B and agrees to their terms.
NOTE: Unless this contract for services is signed by the Customer within_30 days of the date of Contractor's signature,
Contractor,at its option,may decline to proceed with the work and this contract shall be considered null and void.
Customer's Signature Date Earl Lincoln Construction Inc. Date
Page I
EXISTING CONCRETE SCALE, 1 INCH = 40 FEET
BULKHEADS ON BOTH 0 l0 aa 40
NEIGHB❑RING
PROPERTIES
APPRX, LOCATION OF
EXISTING WOOD EXISTING EXISTING HOUSE
BULKHEAD AND WING BOAT RAMP APPRX, LOCATION OF
WALLS TO BE 10 EXISTING GUEST
REPLACED WITH HOUSE
CONCRETE BULKHEAD I
CONCRETE STEPS DRIVEWAY
WITH 1 WEEP
HOLE MIN, BOTTOM M
STEP I
H W
APPRX MHHW I I o
o c_-
w co
W APPROVED
CASE INLET Q ASON COUNTY DCD PLANNIN
SITE PLAN REQUIRED TO BE ON SITE
19, CHANGE SUBJET TO APPROVAL
EXISTING
BOAT RAMP gY
PROPERTY LINE
PROJECT/ OWNER,
PLANNING: ERIC SKEWIS CONCRETE
BULKHEAD DESIGN
ALL SETBACKS ARE MEASURED ERI STATE KEWISROUTE 302 E
FROM THE FURTHEST BELFAIR, MASON COUNTY, WASHINGTON
i r.,t;�, 1,.
PROJECTION OF THE BUILDING /
4�,: , . , �T ENGINEER,
ICE f ENVIROTECH ENGINEERING
/ PO BOX 984
BELFAIR, WASHINGTON 98528
RECEIVED ,ft \ / PHONE (360) 275-9374
FAX,- (360) 275-47894789
�1�� Z DRAWN BY, DATEi
��F,, Y�Y 1ti`TtiR� MCS 5/4/11
PLANNINGMAY 0 4 2011 `— ��� DESIGNED BY, DATE,
I.51C1NM',Vy' Michael Staten, P.E. 5/4/11
426 W. CEDAR ST. SHEET 1
SHEET I OF
�wv%rotecl� �wg�weer�w�
cteote6iVa aL° 6VVVLYDtnK&tV,2L °DOEV6ROe°ROadwalJ.
4
May 4, 2011
Earl Lincoln Construction, Inc.
PO Box 368
Belfair, Washington 98528
RE: Retaining Wall Design for Residential Property at 3710 State Route 302, Belfair
Mason County, Washington
Envirotech Engineering has completed this geotechnical/structural evaluation for a reinforced concrete bulkhead
replacement at the referenced property. The following analysis provides soil,wall and structural parameters followed by
an analysis and conclusions for steel reinforcement, sliding and overturning. Design sheets enclosed with this letter depict
Soil Parameters Structural Parameters
Y= 138 psf Wall Support: Fixed-fixed
( = 36 ° 0.5 in wall flexural rebars vertical, diameter
ca = 400 psf 0.19635 in2 wall flexural rebars vertical, area
Pore Pressure: No 0.5 in #4 wall temperature rebars horizontal, diameter
Earth Pressure: At-rest 0.19635 in2 #4 wall temperature rebars horizontal, area
R = 0 ° 0.5 in #4 footing rebars, diameter
Yw= 62.4 psf 0.19635 in2 #4 footing rebars, area
0.9 strength reduction factor, flexural
0.85 strength reduction factor, shear
fy= 60 ksi yield stress in steel reinforcement
Load Inputs 0.0018 yield stress ratio
q 0 psf fc= 2500 psi concrete compressive strength
DL 0 Ib/ft 3 in reinforcement steel cover
LL 0 Ib/ft Yc= 150 pcf concrete unit weight
w 0 lb
Soil Conclusions
K 0.41
Wall Geometry Ke 0.23
B = 48 in 6 24.00
h = 12 in 4v 0.00
b = 12 in Rs1 1023.94
H = 6 ft RsH 1 935.42
t = 9 in RsV1 416.47
D = 24 in Rw 0.00
n = 6 in Rq 0.00
Key: No RqH 0.00
RqV 0.00
Re 583.55
Rs2 113.77
RsH2 103.94
RsV2 112.26 1>0 8ox904
Bet fair,WR_1;hEKOtow98528
Off: 360-275:93Y4
cell: 360-689-60-45
FaY: 360-2y15-4y189
eK.v%ratech@geotech vtiicaLi.v+.fo.cow�.
1 of 4
Sliding
Fr= (EWi + RsV1 + RgV)tan6+ GA+ RsH2+ RsV2 20929 Ib/ft
Fs= RsH1 + RqH + Re + Rw 935 Ib/ft
F.S.static= Fr/Fs 22.4 o.k.
F.S.dynamic= Fr/ (Fs+ Re) 13.8 o.k.
Overturning
Mr= 2:Wixi + RsH2y2 + RsV2xsV2 + RsV1 + RgVxsV1 7371 lb
Mo = RsH1y1 + Rwy1 + RgHyq 1871 lb
F.S.static= Mr/ Mo 3.9 o.k.
F.S.dynamic= Mr/(Mo+ Reye) 1.9 o.k.
Flexural Steel in Wall (vertical)
Wall load from resultant earth pressure = 1.4*(Rs1 + Rw+ Rq +Re) = 2250.5 Ib/ft
Mu = (Rs1 + Rw+ Rq)*HA2/20 = 1843.1 ft-lb
As= Mu*12/(strength reduction factor, shear*fy*1000*(t- 3- 0.1*(t-3))) = 0.08 in2
Ac= fy*1 000*As/0.85/f c= 2.1 in2
Mn = As*fy*1000*(t- 3- 0.1*(t-3)) = 24574.6 in-lb
(PMn = strength reduction factor, flexural*Mn/12 = 1843.1 ft-lb
As2 =As*Mu/q)Mn = 0.08 in2
Number of rebars per foot 0.39
rebar spacing 31.06 in
Temperature Steel in Wall (horizontal)
As= yield stress ratio*b*t= 0.1944 in2
Number of rebars per foot =As/#4 footing rebars, area = 0.99
rebar spacing = 12/number rebars per foot= 12.12 in
Wall Footinq
Pu= 1.4*DU12+ 1.7*LU12+ RsV1/12+ RsV2/12+(yH(B/12-t/12-n/12))/12+ q/12= 233.81 lb/in
qu = Pu/B = 4.87 psi
Vc= 2*fc1/2 = 100.00 psi
d = h - reinforcement steel cover- 1.5*#4 footing rebars, diameter= 8.25 in
Vu = qu/d*((B-t)/2-d) = 6.64 psi
oVc= Vc*strength reduction factor, shear= 85.00 psi
ovc> Vu o.k.
2of4
Flexural Steel in Wall Footing
Mu=qu*(B-t)2/8 = 926.11 in-lb
As= Mu/(strength reduction factor, flexural*fy*900*d) = 0.0023 in2
Ac=As*fy*1 000/0.85/f c= 0.0652 in2
A =Ac/2/b = 0.0027 in
As2 = Mu/(strength reduction factor, flexural*fy*1000(d-A)) = 0.0021 in2
As= yield stress ratio*b*h = 0.2592 in2
Number of rebars per foot=As2/#4 footing rebars, area= 1.3201
rebar spacing = 12/number of rebars per foot = 9.09 in
Temperature Steel in Wall Footing
As= ycBh = 1.04 in2
Number of rebars per foot=As/#4 footing rebars, area = 5.28
Spacing = 1/number of rebars per foot*12 = 2.27 in
As2 = yield stress ratio*B*h = 1.04 in2
Number of rebars per foot= As2/#4 footing rebars, area = 5.28
Minimum spacing = 1/number of rebars per foot*12= 2.27 in
Maximum spacing = 5*h = 18 in
rebar spacing Choose in
Glossary
y = soil unit weight q = surcharges
q = angle of internal friction DL= dead loads on wall
ca = adhesion LL = live loads on wall
Pore Pressure: pressures due to water w= extra sliding/overturning resistance
Earth Pressure: active, passive, or at rest
P= angle of backfill
yw= water unit weight fy = yield stress in steel reinforcement
fc= concrete compressive strength
B = footing width yc= concrete unit weight
h = footing thickness
b= footing length Fr= resistance against sliding
H = height of wall Fs= sliding forces
t= wall thickness F.S.static= Factor of Safety (static)
D = foodting depth F.S.dynamic= Factor of Safety (dynamic)
n = footing length beyond wall face
Key: "notched"footing for sliding resistence Mr= resistance against overturning
Mo = overturning forces
F.S.static= Factor of Safety (static)
F.S.dynamic= Factor of Safety (dynamic)
3 of 4
K= earth pressure coefficient Mu = Maximum moment
Ke= earthquake pressure coefficient As= Area of steel
6 = Ac= Area of concrete at stress
qi = Mn = Nominal moment capacity
Rs1 = soil partical resultant force (pMn = Design moment capacity
RsH1 = horizontal resultant force As2 = New area of steel
RsV1 = vertical resultant force
Rw= pore water resultant force Pu = Factored dead and live loads
Rq = surcharge resultant force qu = Load per unit length of wall
RqH = horizontal surcharge component Vc= Shear strength capacity of concrete
RqV= vertical surcharge component d = Effective footing depth
Re = earthquake resultand force Vu = Shear stress at critical section
Rs2= opposite soil partical relultant force ovc= Reduced shear strength capacity
RsH2= horizontal component
RsV2 = vertical component
Envirotech is pleased to submit this engineering analysis. If you have any questions or need additional information,
please contact Michael Staten at 360-275-9374.
Best Regards,
Envirotech Engineering
Po, CLYDE S)
WAS
ylti -I
�o ? 43045
FClSTE
�SS'CNALti���
Michael Staten, P.E.
Project Manager
4 of 4
IH SALE NO PUBUSHED BY �
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MASON COUNTY PERMIT NO._2>1(�J, ski —C �
BUILDING PERMIT APPLICATION 1
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us f� y
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner IVi�S Company Name
Mailing Address f 0 i3�.t �b'0 Mailing AdcVess i? f ,-A'
City State�Zip Code y'- � �_� City State r/�� _Zip Code S
Phone-- Other Ph. ` �- l - Phone Other Ph.
Lien/Title Holder Contractor Reg. #�UX.1446`9 Qa Exp. '
E mail address E Mail Address
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 - Fire District h
Legal Description 7' 6,41 1.z = /�?/Y C;L .5/4C<^r z3�z
Site Address (Please include street name, street number and city)
Directions to site Nwl/ _30.2 L1.r__�;2�J � _T
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 PRIM/�RY RESIDENCE ETSEASONAL ❑
Use of Building 134f/t- Describe Work/�r'/�Jri1 G//r1�c� -L%LI Z -cam;/-;�GEC*/ae/
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.
PRO OFCONTINUATIO�WOR�EANS OF A PROGRESS INSPECTION.
Date -7 C
Owner/Owners Representative/Contractor (indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted by " Date__: '14 'ZC%f
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department a
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 Planninq Review Fee
Mechanical & Base fee Other
Wood/Gas/ Pellet Stove Fee State Fee
Violation Fee I Pre-Paid at Submittal
Valuation $ TOTAL FEES