HomeMy WebLinkAboutPAR2014-00015 Church - PAR Application - 3/26/2014 r
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MASON COUNTY �
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Bldg. III, 426 West Cedar Street
= PO Box 186, Shelton, WA 98584 ,
www.carnason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269
MASON COUNTY PRE-SUBMISSION CONFERENCE NOTES
• BUILDING DEPARTMENT REPRESENTATIVE: Debbera Coker (360) 427-9670 EXT 510
E-Mail: DLC@co.mason.wa.us
• DATE: March 26, 2014
• PROJECT/ PROJECT TRACKING NUMBER: PAR2014-00015
• PROJECT REPRESENTATIVE (S): Aqua Viva Asamblea De Dios Int'I
L. Williams, Foster&Williams Architects.
• DESCRIPTION & SIZE OF PROJECT/OCCUPANCY CLASSIFICATION & USE: New 12,186 sq. ft.
church, Occupancy classification A-3.
Complete building permit applications will include the following information that is applicable to the project::
• SETBACKS TO PROPERTY LINES: Provide a site plan, drawn to scale. Clearly identify all structures,
includingfences fuel tanks and similar items. Include setback dimensions on site the Ian.
P
• DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances, where
required include fire-resistive details, including continuity, &tested assembly details.
• FIRE RESISTANCE FOR EXTERIOR WALLS: When applicable include fire-resistive details, including
continuity, &tested assembly details.
• IDENTIFY TYPE OF CONSTRUCTION & PROVIDE ALLOWABLE AREA CALCULATIONS WHERE
NEEDED. See Chapter 5, IBC. Type VB construction includes structures constructed with combustible
construction such as wood framed structures. Type II construction includes steel structures constructed
ENTIRELY by non-combustible construction.
• FIRE-RESISTIVE RATED CONSTRUCTION &TYPE OF CONSTRUCTION :
Where required demonstrate compliance. Identify the location of the assembly, compliance to
continuity requirements and construction details:
EXTERIOR WALL (IBC704), FIRE WALL (IBC705), FIRE BARRIER (IBC706), SHAFT
ENCLOSURES (IBC 707), FIRE PARTITIONS (IBC 708), SMOKE BARRIERS (IBC 709), SMOKE
PARTITIONS (IBC 710), HORIZONTAL ASSEMBLIES (IBC 711), PENETRATIONS (IBC 712), FIRE-
RESISTANT JOINT SYSTEMS (IBC 713), FIRE-RESISTANCE RATING OF STRUCTUURAL
MEMBERS (IBC 714), OPENING PROTECTION (IBC 715), DUCT &AIR TRANSFER OPENINGS
(IBC 716), CONCEALED SPACES (IBC 717), ETC,
• NUMBER OF EXITS REQUIRED/OCCUPANT LOAD-(IBC 1004): Table 1004 is used to determine
occupant load used to evaluate the structure for exiting purposes, plumbing fixture requirements, and other
code related concerns. Include design calculations, demonstrating how occupant loads were calculated,
on building plans. Include unfinished areas when calculating occupant load. As shown the unfinished
area appears that it could be used as an assembly area, standing room only, with an occupant load factor
of 5net.
• EXIT PLAN: Clearly identify the exit path and exit signage on construction plans.
• ENGINEERING REQUIRED: YES, include lateral and gravity design along code analysis demonstrating
compliance for required exiting system, plumbing fixtures, accessibility, etc.
Referencing Washington State RCW 18.08.410- Structures 4000 sq. ft or more shall have all plan
pages reviewed and stamped by a Washington State licensed design professional. The review shall
include a code evaluation addressing life-safety, plumbing & mechanical evaluation, and structural
analysis. ALL PLAN PAGES SHALL BE STAMPED AND SIGNED BY THE DESIGN
PROFESSIONAL, including plumbing and mechanical pages.
• ACCESSIBILITY REQUIRED: YES, include compliance information including design calculations
demonstrating compliance to Chapter 11 and details demonstrating compliance to ANSI 117.1 in effect at
the time of submittal. Include information demonstrating compliance for restrooms, employee work areas,
parking spaces, accessibility to structure, drinking fountain, signage, etc. When required verify that
building plans contain compliance information.
• PLUMBING SYSTEMS (Chapter 29 Washington Amendment to IBC): Using IBC Chapter 10, determine
occupant load. The number of plumbing fixtures is determined based upon the occupant load. Plumbing
fixtures need not be provided for unoccupied buildings. Permitted building shall comply. On plans, include
design calculations for the following: water closets (M/F), Lavatories, Drinking Fountains, etc.
Referencing IBC/WAC 2902.2 separate plumbing fixtures shall be required for each sex, except when the
calculated occupancy load is 15 or less, then unisex fixtures are allowed.
• NON-RESIDENTIAL ENERGY CODE: ALL enclosed spaces require Non-Residential Energy
Conservation Code (IECCMISEC). Provide completed compliance forms (envelope & mechanical).
Forms are available at: http://www.neec.net/resources/resources.html
• LIGHTING: All non-residential structures shall comply with IECCM/SEC lighting requirements. Complete
compliance forms and provide a lighting plan that includes switching locations. WSEC forms and
information can be accessed at: http://www.neec.net/resources/resources.html.
In addition your local utility may have an incentive program, designed to help you lower energy
consumption. To discuss incentive opportunities contact the Energy Services Department at PUD3 by
calling (360) 426-0777 or PUD1 at (360) 877-5249.
• Ventilation and Indoor Air Quality Code compliance: Provide calculations when required.
• COMMERCIAL KITCHEN: Show compliance to Chapter 5 of the International Mechanical Code when a
kitchen is included in the project.
• GEOTECH REPORT REQUIRED? NO unless required by planning department
• OIL SEPARATOR: REQUIRED when vehicle repair work is performed. Identify location and provide
construction details.
• PROVIDE A SPACE FOR STORAGE OF RECYCLED MATERIAL & SOLID WASTE (WAC51-50-009):
Identify the location.
• SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.1.1. Statement of special inspections
prepared by registered design professional in responsible charge. Complete a Special Inspection
authorization form.
• INTERIOR FINISHES: Include information demonstrating compliance to Interior finishes required in IBC
Chapter 8.
• STORAGE SPACES: Identify material stored, anticipated quantities, height, and if hazardous, include
MSDS sheets for each product.
• STORAGE RACKS greater than 5'9" shall be permitted either with the proposed project or separate
building permit. Where required documents shall include design information demonstrating stability for
seismic conditions. Special inspection may be necessary, reference IBC Section 1707.6 and 1705.3 (4.5),
storage racks, provide compliance information.
• MECHANICAL EQUIPMENT: Identify the location and type of mechanical equipment located within, and
outside the structure. Address foundation and support systems for equipment. Where new equipment will
be placed on site provide UL listing information and/or construction details stamped by a Washington State
licensed design professional. Where applicable include duct information and duct support compliance
information.
• FIRE MARSHAL REQUIREMENTS: Carefully review Fire Marshal comments requirements including fire
protection requirements and identify compliance information on the proposed building plans. Show the
location of fire extinguishers and identify type.
• SPRINKLER SYSTEM: Verify that design calculations include additional load attributed to required fire
sprinkler system.
• SUSPENDED CEILING SYSTEMS: Provide details and specifications relating to suspended ceilings
where applicable. Details shall be designed and approved for seismic loading in accordance to IBC
Chapter 16. Where required designate special inspection plan.
• OTHER:
PERMITS REQUIRED FOR PROJECT
o BUILDING
o PLUMBING/MECHANICAL
❑ GRADING PERMIT (Required when greater than 200 cubic yards)
❑ CHANGE OF USE
o FIRE SUPPRESSION, where required. See Fire Marshal comments
o SIGN
o FENCE (Greater than 7'0" above grade)
ADDITIONAL NOTES:
WHEN YOU ARE READY, SUBMIT FOUR (4 SITE PLANS, DRAWN TO SCALE ALONG WITH THREE (3)
COMPLETE SETS OF BUILDING PLANS INCLUDING THE FOLLOWING. (NOTE, ALL PLAN PAGES SHALL
BE STAMPED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN THE STRUCTURE
EXCEEDS 4000 SQ. FT.):
• CONSTRUCTION PLANS, drawn to scale. Include floor plan, elevations, cross section, cross section,
construction details, etc.
• MECHANICAL PLAN,
• PLUMBING PLAN AND
• NON-RESIDENTIAL ENERGY CODENENTILATION & INDOOR AIR QUALITY CODE INFORMATION.
• DEFERRED SUBMITTAL WILL NOT BE ACCEPTED.
• A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED.
VALUATIONS ARE BASED UPON THE MOST RECENT BUILDING STANDARDS VALUATION DATA
RECOMMENDATIONS AND THE PERMIT FEE WILL BE DETERMINED BASED UPON TABLE 1-A OF
THE 1997 UBC.
DESIGN CRITERIA:
SEISMIC ZONE: D2
WIND LOAD: 85 MPH, Exp B (Unless proven otherwise)
SNOW LOAD: 25 psf
REFERENCE CODE EDITIONS: Effective July 1, 2013
2012 INTERNATIONAL BUILDING CODE (IBC), INCLUDING APPENDIX CHAPTERS C, E AND H, EXCLUDING
H106; SECTIONS 101 THROUGH 107, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND EXCLUDING
APPENDIX CHAPTERS A, B, D, F, G, I, J AND K AND; ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-
50, AND THE 2009 INTERNATIONAL EXISTING BUILDING CODE.
2012 UNIFORM PLUMBING CODE (UPC), PUBLISHED BY THE INTERNATIONAL ASSN. OF PLUMBING AND
MECHANICAL OFFICIALS(IAPMO)AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC
51-57, EXCLUDING SECTIONS 102.4 AND CHAPTERS 12, 15, AND 16, PART I.
2012 INTERNATIONAL MECHANICAL CODE (IMC), PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND
THE 2009 INTERNATIONAL FUEL GAS CODE AS ADOPTED THROUGH THE WASHINGTON STATE BUILDING CODE WAC
51-52.
2012 INTERNATIONAL FIRE CODE, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, EXCLUDING APPENDIX A, D,
AND K AND ADOPTING APPENDICES B,C,E,F, G AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-
54.
2012 INTERNATIONAL ENERGY CONSERVATION CODE(IECC), AS AMENDED BY WASHINGTON STATE BUILDING
CODE WAC 51-11
To view the Mason County Building and Construction Code and adopted amendments go to the Mason
County website at: www.co.mason.wa.us.
PAASON COUNTY FIRE MARSHAL
PRE-SUBMISSION CONFERENCE NOTES
FIRE MARSHAL REPRESENTATIVE:
Debbera Coker(360)427-9670 EXT 510, E-Mail: DLC@co.mason.wa.us
or Larry Waters (360) 427-9670 EXT 285, E-Mail: LAWCZ�co.mason.wa.us
DATE: March 26, ;_014
PROJECT/ PROJECT TRACKING NUMBER : PAR2014-00015
PROJECT REPRESENTATIVE(S) or APPLICANT: Aqua Viva Asamblea De Dios Int'I 91Gh
L. Williams, Foster&Williams Architects.14�I�
PROJECT DESCRIPTION & SIZE: Construct a 12,186 sq. ft. church with a fire sprinkler system
The following information is essential to perform a plan review by the Fire Marshal's office. Proposed construction
plans and documents should include all information listed below. Please note that the Fire Marshal representative
has made every attempt to identify all critical information that will be needed based upon the information provided
in the pre-application documents. Additional information may be necessary when the Fire Marshal is presented
with proposed plans for the project. The information provided below references the current adopted codes. A
complete list is provided at the end of this document.
• OCCUPANCY CLASSIFICATION & USE: Identify the occupancy classification(s) and specify use as
defined and specified in accordance to the current International Building Code (IBC), Chapter 3 and
International Fire Code (IFC), Chapter 2.
• CONSTRUCTION TYPE: Referencing IBC, Chapter 6 clearly identify the type of construction.
• WATER SUPPLY& FIRE HYDRANT: Referencing IFC, Section 508; clearly identify intended code
compliance, including type of water supply.
• FIRE FLOW: A copy of the approved method for determining fire flow is enclosed. Please provide a copy
of the completed worksheet with proposed construction documents.
• EMERGENCY VEHICLE ACCESS: A copy of the "Standards for Fire Apparatus Access Roads"
adopted through Mason County Building Code, Section 14.17 is attached. Verify that documents
clearly identify code compliance.
• ADDRESSING: Referencing IFC, Section 505 and Mason County Code Chapter 14.28, all new buildings
shall have an approved address. Applications for an approved address can be obtained on the Mason
County website at: www.co.mason.wa.us, Forms and Brochures, Community Development, the address
to the referenced web page is: http://www.co.mason.wa.us/forms/Community_Dev/index.php. Each
building within the facility shall be distinguished with a separate identification so that emergency personnel
can find the building in the event of an emergency.
i
• EXITS: Verify that construction plans comply with IBC and IFC Chapter 10. Provide a code evaluation
that includes calculations demonstrating compliance to Section 1004. Construction plans must clearly
identify all exits, exit paths, length, signage information, etc.
• AUTOMATIC FIRE ALARM: Referencing IFC, Section 907 and NFPA 72, provide information
demonstrating compliance. Note that automatic fire alarm systems shall require a separate "Mason
County Fire Protection System Permit Application". The application can be obtaired by going to same
website and page referenced above.
• SPRINKLER SYSTEM: Referencing IFC, Section 903 and NFPA 13, provide information demonstrating
compliance. Note that automatic fire sprinkler systems shall require a separate "Mason County Fire
Protection System Permit Application". The application can be obtained by going to same website and
page referenced above.
• FIXED FIRE SUPPRESSION SYSTEM: Referencing IFC, Sections 904 and 905, provide information as
needed on construction plans demonstrating compliance. Note that fire suppression systems shall require
a separate "Mason County Fire Protection System Permit Application". The application can be obtained by
going to same website and page referenced above. Standpipe systems, where required, need to be
clearly identified on construction plans.
• KNOX BOX: Referencing IFC, Section 506, access shall be required, typically through use of a knox box.
Provide compliance information with construction documents. Contact the local fire district to make
arrangements for an approved key box, location, etc. The local fire district for your project is Fire District
Number: 2 and can be reached as follows (360)275-6711:
• GAS METERS/TANKS: Referencing The International Fuel Gas Code (IFGC) and NFPA 58 provide
compliance information as required within the referenced codes.
• STORAGE (TYPE, HEIGHT, ETC.) Referencing IFC, Chapter 19 (Lumber yards and wood working
facilities), Chapter 23 (High-piled combustible storage), Chapter 27 (Hazardous Materials), etc.
o Identify all materials to be stored, including commodity classification (see IFC2303 and Table 2306.2),
and type of plastics when applicable. Include anticipated quantities, loose or baled, anticipated height,
o Identify hazardous materials classified as a physical or health hazard, include MSDS sheets as
specified in IFC Section 2703.4. Referencing Table 2703.1.1(1), identify proposed control areas and
method of protection. Referencing IFC Section 2704, identify spill control and proposed secondary
containment, see also IFC Table 2704.2.2
o Identify method of storage (i.e. racks, shelves, pallets and what storage method is constructed of such
as plastic, wood, metal, etc.) If pallets will be used , identify location of unused pallets and anticipated
quantity
o Identify flammable and combustible liquids, flammable gases, and flammable solids regulated under
IFC Chapters 34, 35 and 36. Include information demonstrating compliance, including proposed
storage, classification of flammable material and/or combustible liquid.
f- - 4
• OTHER:
REFERENCE CODE EDITIONS: Effective July 1, 2013
2012 INTERNATIONAL BUILDING CODE (IBC), INCLUDING APPENDIX CHAPTERS C, E; SECTION 101 THROUGH 106,AND
H; EXCLUDING SECTION H 106, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL,AND EXCLUDING APPENDIX CHAPTERS A, B,
D, F, G, I, J AND K AND'ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-50, INCLUDING AS APPENDIX M, 2006
INTERNATIONAL EXISTING BUILDING CODE.
2012 INTERNATIONAL RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS(IRC), Including Appendix Chapter G,
as published by the International Code Council Excluding Part IV Energy, Part VII Plumbing, Part VIII Electrical and
Appendix Chapters A, B, C, D, E, F, H, I, J, K, L, M, N, O, P, and Q; and adopting the Washington State Building
Code WAC 51-51.
2012 INTERNATIONAL FIRE CODE, published by the International Code Council, excluding Appendix A, and adopting
Appendices B, C, D, E, F, G and adopting the Washington State Building Code WAC 51-54.
2012 UNIFORM PLUMBING CODE (UPC), PUBLISHED BY THE INTERNATIONAL ASSN. OF PLUMBING AND MECHANICAL
OFFICIALS(IAPMO)AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC 51-57.
2012 INTERNATIONAL MECHANICAL CODE (IMC), PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND
ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-52.
2012 INTERNATIONAL ENERGY CONSERVATION CODE( IECC),AS AMENDED BY WASHINGTON STATE BUILDING CODE WAC 51-1 1
1
PAR2014-00015
APPLICANT: AQUA VIVA ASAMBLEA DE DIOS INTL
MEETING DATE/TIME: WEDNESDAY MAR. 26, 2013 1:30 PM.
PARCEL NUMBER: 12331-32-00040
SITE ADDRESS: 2221 NE State Route 300, Belfair WA
PROJECT DESCRIPTION: New 12,186 sq. ft. church and 8,100 sq. ft. basement; fire
suppression system, parking area and associated stormwater system.
Property is zoned in Rural Area Rural Residential 5 zone. Property has some site preparation
but no improvements. Applicants received approval of Special Use Permit (DDR2013-00016)
by the County Hearing Examiner on June 20, 2013 for a church building of 8,000 sq. ft. in
size. Approval included eight added conditions: a) access approval from State Route 300 by
WA Dept. of Transportation; b) frontage improvements to Gladwin Rd. when deemed by
Mason Co. Public Works; c) address potential trespassing issue to Lynch Cove Community
Park if problems arise from users of church property; d) stormwater site plan to control and
treat runoff during rainfall events; e) water main extension agreement with Aquarius Utilities
LLC; f) vegetation and fence provided to screen land use from adjacent properties; g)
adequate parking provided; and h) assessment of water quality impacts to nearby aquifer
recharge areas by stormwater treatment system and ponds.
Narrative for current proposal calls for potential expansion to 12, 200 sq. ft. building, and the
site plan drawings call for an 8,705 sq. ft. potential expansion. Both of these proposals were
not addressed in the 2013 Special Use Permit review approved by the County Hearing
Examiner. Those new proposals will need the public hearing review by Special Use Permit.
Setbacks for non-residential land use:
Front yard setback. 25 feet.
Side and rear yard setbacks. 25 feet. Buffer plantings recommended in the first
10 feet of this setback.
Building Size. 3,000 sq. feet maximum; larger building of 8,000 sq. ft. size has been
approved by June 2013 Special Use Permit.
Critical Areas: no wetland and type F stream areas present; Hood Canal shoreline is
more than 200 feet to the southeast.
Parking for church follows condition of Special Use Permit: 1 stall per 4 seats or per 50
sq. ft. of floor area for assembly not having fixed seats; applicant shall describe
and portray at time of building application.
Stormwater: For the proposed buildings and parking or use areas represented, the
applicant must provide concise engineered review plans and submittal checklist
following the 2005 Stormwater Manual that clearly states how the MCC 14.48
stormwater standards are met, with some review by Mason Co. Public Works
stormwater coordinator [Loretta Swanson (360) 427-9670 ext. 769]. A current
O&M plan will be needed for the pond modification; and a source control plan
(along with a pre-treatment schedule) will needed for the new building.
l< 1
PAR Tj 5
DATE
PRE-APPLICATION CONFERENCE REQUEST FORM
The purpose of the pre-submission conference is to identify and/or eliminate as many potential problems as
possible in order for the project to be processed without delay. Representatives for the Fire Marshal's Office, Building
Department, Environmental Health, Planning, and Public Works Departments may attend the meeting to discuss rules
and regulations applicable to the proposed project. Topics covered during the meeting will include the comprehensive
plan, shoreline program, zoning, availability of sewer and potable water, development concepts, building construction,
fire protection and life safety concerns of the proposed project. The pre-submission conference will be most informative
when you provide accurate and detailed information on the Pre-Application Conference Application Form and the site
plan. Applications will be accepted when all information is received and deemed complete.
Pre-Application Conferences are held every Wednesday and last up to one hour. To schedule a meeting
complete the applications and return with 10 copies of the detailed site plan, by 3:00 PM on the Wednesday two weeks
prior to the proposed meeting.
1. Pre-Application/Dept.of Community Dev. 2. Environmental Health
426 W Cedar Street/PO Box 279 415 N 5 h /PO Box 1666
Shelton, WA 98584 Shelton, WA 98584
360.427.9670 ext. 352 360.427.9670 ext.400
Check amount: $255.00 Check amount: $150.00
BOTH CHECKS MADE PAYABLE: MASON COUNTY TREASURER
Applicant: Site Plan
Name: -
z4-,shay-cCa�r tr ;mil-m-e L m.oaw-e Submit 6 copies
�
Mailing Address: z3o E 5e,1�v- 9SS 2.s Include thefollowing information
Daytime Telephone: 31co-2-1 S OS i$ ❑ Indicate Scale and North Arrow
Email address: ❑ Property line dimensions,easements,
and right-of-ways.
Representative:
Name: ❑ The location of all existing and
proposed structures.Include square
Mailing Address: {gyp B07. It e W-r, footage of existing and proposed
Daytime Telephone: � • 05l Fax: L-Pl(b - 2-9 2•b structures.
'-f- I
❑ Setback distance,in feet from all
Email address: I ef% e - ttB `Ptr' W s. com property lines and structures.
Parcel Number: (I2 digits)J 2 33 J - 3 2 - O o 4O ❑ Existing and proposed road access to
and from the site.
Description of Project:
Include: 1)Square footage of structure,2)Use of building and rooms(i.e., ❑ Parking sites
office,warehouse,restaurant, storage,etc), 3)Occupancy classification per ❑ Location of on-site sewage tanks and
drainfields.
IBC, Section 302.1,and construction type.4)Provide two sets of plans,if
❑ Location of drinking water supply.
available. Use separate sheet if necessary \i ew 12.1 18(a Sgca.al Include location on the proposed site
t L� cD� IC1 bu:..I ` 1 ( 7 I — and surrounding parcels.
❑ Steep bluffs,wetlands,streams,and
bodies of water
❑ Location of fire hydrants and
emergency vehicle access roads,
including grade.
❑ Surface and storm water run-off routes.
Has'the project been discussed during a previous Pre-Application Conference: If yes, please indicate date.
Will the building have employees? If yes, how many? 2' arN S rFr_�
What is the water availability of the proposed project? If there is an existing well, what is the name of the
system? AquAriu,5 0-te- WT.02 .l
What is planned for the on-site sewage system? If you are proposing a new on-site system provide detail on the
required site plan. See j G SU e� ! r��l. c� ,emu 5W&I ZZi 3 -oo 1311
ADDITIONAL INFORMATION:
` e ms ' U v D vt/ D
GOOD s ejc • r,"��--
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APPLICABLE BUILDING CODES
2012 International Building Code/2009 International Residential Code
2012 International Fire Code-ANSI Al 17
2012 International Mechanical Code—WAC 51-42
2012 Uniform Plumbing Code—WAC 51-56/51-47
2012 International Energy Cons.Code/Washington State Energy Code—WAC 51-11C&51-11R
Mason County Ordinance Title 14
Code changes are on a 3 year cycle;effective in July of that particular year.
Date of Conference: _ _ Time of Conference: ,
Location of Conference: 426 west Cedar street,Shelton Planner: 1/j ext.
. lr/�r
L
PRE-SUBMISSION MEETING
FOR WEDNESDAY, MARCH 26th 2014
PAR2014-00016
APPLICANT: ARCADIA DRILLING INC/JASON ZACK
MEETING DATE & TIME: WEDS, MAR 26th,2014 9:15/9:30 - 10:30 am
PARCEL NUMBER: 42002-24-90010
SITE ADDRESS: 450 E DAYTON AIRPORT ROAD, SHELTON WA
PROJECT DESCRIPTION: OFFICE BLDG 2160 SQ FT, MAINTENANCE
SHOP 4800 SQ FT, ONE COVERED PARKING AREA
LOCATION: BLDG III, 426 W. CEDAR STREET, SHELTON WA 98584
PLANNER: GRACE MILLER, ext 360
ENVIRONMENTAL HEALTH: CINDY WAITE, ext. 353
PAR2014-00015
APPLICANT: AQUA VIVA ASAMBLEA DE DIOS INT'L
MEETING DATE & TIME: WEDS,MAR 26th,2014 1:15/1:30 -2:30 pm
PARCEL NUMBER: 12331-32-00040
SITE ADDRESS: 2221 NE STATE ROUTE 300, BELFAIR WA
PROJECT DESCRIPTION: 12,186 SQ FT NEW CHURCH, FIRE SPRINKLED;
8100 SQ FT FINISHED (PARTIALLY UNFINISHED BASEMENT)
LOCATION: BLDG III, 426 W. CEDAR STREET, SHELTON WA 98584
PLANNER: ALLAN BORDEN, ext 353
ENVIRONMENTAL HEALTH: CINDY WAITE, ext 353