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HomeMy WebLinkAboutCOM2015-00148 Pole Building - COM Permit / Conditions - 9/22/2016 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line (360)427-7262 50, ��1N Mason County Phone: (360)427-9670, ext. 352 615 W Alder St Shelton, WA 98584 IR.W COMMERCIAL BUILDING PERMIT COM2015-00148 OWNER: CANOPY PARK RECEIVED: 10/9/2015 CONTRACTOR: LICENSE: EXP: ISSUED: 9/22/2016 SITE ADDRESS: 50 W WESTFIELD CT BLDG F SHELTON EXPIRES: 3/22/2017 PARCEL NUMBER: 420022490070 LEGAL DESCRIPTION: LOT 7 OF SP#3027 PROJECT DESCRIPTION: DIRECTIONS TO SITE: POLE BLDG CONSTRUCTION and RUFF IN PLUMBING US HIGHWAY 101 NORTH, L ON DAYTON AIRPORT RD, R ON WESTFIELD (SHELL ONLY) FOR FUTURE 1-502 GROW -**FEB, 22, 2016: CT, FOLLOW TO SITE ADDRESS OF 50, FOLLOW TO BACK TO BLDG F REVISING SQ FOOTAGE TO 5,000 SQ FT*****August 9, Revision for the tenant build out General Information Construction&Occupancy Information Type of Use: 1-502 GROW Insp.Area: No. of Units: Type of Constr.: VB Type of Work: NEW Fire Dist.: 11 No. of Bathrooms: Occ. Group: F-1 Valuation: $ 587,150.00 No. of Stories: Exit Design. Load: 17 Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: 5,000 Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline& Planning Information Front: W 20.00 Ft. Shoreline: Ft. Rear: E 5.00 Ft. Slope: Ft. Water Body: Shoreline Desig.: Not Applicable Side 1: N 80.00 Ft. SEPA?:No Comp. Plan Desig.: Urban Growth Area Side 2: S 129.00 Ft. Fire Protection System Information Auto Fire Alarm System?: Y Emergency Key Box?: Y Standpipe?: ? Auto Fire Sprinkler System?: N Access Road?: Y Fire Extinguishers?: Y Fixed Fire Suppression System?: Fire Hydrants?: N Fire Lanes?: Y COM2015-00148 Please refer to the following pages for conditions of this permit. Page 1 of 11 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Floor Drain 3 Furnace<100K 2 Plan Check Fee rnann 1n/Q/9n15 01 naa U g19rrirnn Floor Sink 2 Heat Pump 1 Planning Review Fee r:MM 1n/Q/9n1R ,tRRn nn g19n1Rnn _ Hosebibs 2 Ventilation Fan 3 EH Minor Plan Review (:MM lniannl5 alnn nn g19n15nn Plumbing Base Fee r:MM 1n/97/9n1 09A 7n g99n1Rnn Building Permit Fee Tw 19/15/9n1 o1 Qnn Q5 S99n1Rnn Building State Fee Tw 19/15/9n1 oa Rn C99n1Rnn EH Minor Plan Review r.F%A/ 9/9Q/9n1R ct1nn nn g99n1Rnn Planning Dept. Permit Re RnH 3/1R/9n1a err,nn S99niAnn ADJUST--Plan Check Fe. Tvv All'2/9n1Fi c�1RQ 9Q ,,99n1Rnn Planning Dept, Permit Re r=RM R/9'A/9n1R QRS nn g19n1Rnn ADJUST--Plan Check Fe Tw Q/1a/9n1R It1 497'In S19n1Rnn ADJUST--Building Permit Tw Q/1R/9n1R P1 75n An C19n1Rnn Plumbing Permit Fee Tw Q/1R/9n1R TaQ 7n G19n1Rnn Plumbing Base Fee Tw Q/1a/9n1R 49d 7n S19nirnn Mechanical Permit Fee TIN Q/1R/9n1a oR1 An C19n1Rnn Mechanical Base Fee Tw Q/1a/9n1a .9A 5n 019n1ann IFC Plan Check Fee T%A/ Q/1R/9n1R 01 1RR R9 C19n1Rnn Building State Fee Tw Q/1R/9n1a Oa sn S19niAnn Non-Res. Energy Code Tw Q/1a/9n1it 071 nn S19n1Rnn Total $8,352.90 CASE NOTES FOR COM2015-00148 CONDITIONS FOR COM2015-00148 1) CRITICAL AQUIFER RECHARGE AREA This property lies within a Class II (Highly Susceptible) Critical Aquifer Recharge Area as defined in Chapter 8.52.120 of the Mason County Code. Class II areas demonstrate hydrogeologic characteristics that allow for a high susceptibility of an underground source of drinking water. The household or commercial use of herbicides, pesticides, and fertilizers not in conformance with the manufacturers' instructions/label directions is a violation of state and/or federal regulation. Improper disposal of oil based paints, paint thinners and other hazardous materials is a violation of the Mason County solid waste regulation and of state and/or federal regulation. New or expanded medium or large quantity generators of dangerous, acutely haz rdous, and toxic extremely hazardous waste require a Mason Environmental Permit and Best Management Plan Report. COM2015-00148 Page 2 of 11 2) STORMWATER RUNOFF FROM THE ROOF AREAS WILL BE TIGHTLINED DIRECTLY TO AN INFILTRATION POND FOR STORAGE AND INFILTRATION IN ACCORDANCE WITH THE STORMWATER PLAN PREPARED BY OLYMPIC ENGINEERING, DATED APRIL 28, 2014. Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer of record or an authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and prior to any modification that would make a determination of compliance impossible. Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water plan. Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final permit approval. Copies of all special inspection reports shall be made available at time of inspection. 3) he landscaping shall meet the standards in MCC 17.07.800. X 4) Owner/Agent is res onsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 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 b Mason County Building Department prior to any further inspections being performed or approvals granted. X 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 QR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x . 7) The approved site plan is required to be on-site for inspection purposes. If inspection is called fora 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 BuildinaDepartment prior to any further inspections being performed or approvals granted. X 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 Coun Building Inspector shall be made prior to requesting additional inspections. X 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. 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 th older have prevented action from being taken. No more than one extension may be granted. X COM2015-00148 Page 3 of 11 12) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, qgn.0ectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 13) ALL SURFACE WA ER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAY. X 14) PER TITLE 14 MA ON COUNTY BUILDING CODE -CHAPTER 14.17, STANDARDS FOR FIRE APPARATUS ACCESS ROADS - 14.17.110: A fire apparatus access road in excess of 14% grade and more than 150' to new residential or commercial structures will require an automatic fire sprinkler system installed. Contact the Mason County Fire Marshal at(360)427-9670, extension 352, for further information. 15) Shell Only: This ructure is to be constructed as a "shell only"and is not approved for any occupancy. Any use or occupancy of this structure will be in violation of the 2012 International Building Code and Mason County's Zoning Regulations unless a separate "Tenant Improvement" permit is applied for, approved, issued, and completed. Prior to any occupancy, an additional building permit is required based on the proposed use of the building, to address the Energy code envelope, interior layout and exiting, interior finishes, mechanical equipment, plumbing systems, etc. ------------- COM2015-00148 Page 4 of 11 16) MEANS OF EGRESS 1. IFC 1008.1.9.3 Locks and Latches 2. Isle widths 3. Common path of travel to exit access shall not exceed 75' IFC 1015 4. No exit shall be more than 75' of travel from any one point in the building. IFC 1016 EXITACCESS IFC 1014 1. "Egress shall not pass through adjoining or intervening rooms or areas..." 2. Exit signs shall be provided and internally illuminated IFC 1011 3. Provide for emergency lighting 4. Provide Fire Extinguishers per IFC 906 5. Provide Knox Box per Chapter IFC 506 on building and/or gates. Complete Mason County Fire Flow Worksheet(attached) It appears that a NFPA 72 Fire Alarm System will be required (separate permit) Extraction processes require separate permit, if any. All wiring must meet NFPA 70 and be inspected by WA State L&I Wall must meet IFC Chapter 8 "Interior Finish" NFPA 704 Placards required for CO2 operations or other chemicals. Fire Access per Mason County Title 14 (Attached) Updated 8/29/2016 Exit signs shall be provided and internally illuminated IFC 1011 Provide for emergency lighting Provide Fire Ex nguishers per IFC 906 Provide Knox ox per Chapter IFC 506 on building and/or gates. X NFPA 72 Fire larm System will be required. (separate permit). If already installed provide current test records. COM2015-00148 Page 5 of 11 Extraction processes require separate permit. All wiring must meet NFPA 70 and be inspected by WA State L&I Wall must meet IFC Chapter 8"Interior Finish" Fire Access per Mason County Title 14 17) Unheated Building. No mechanical heat or climate control system shall be installed without an additional building/mechanical permit being submitted, reviewed and approved. If mechanical heat is proposed to be installed at any time in the future, the building must be made to satisfy the building envelope requirements of the Washington State Energy Code in effect at the time of conversion to conditioned space. 18) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation requirements), Buildin /PI mbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. 19) �THEOU DATION SYSTEM SHALL BE PLACED ON UNDISTURBED, FIRM-NATIVE SOIL. X- 20) All approve lans 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 - 21) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor a d 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 22) LEVER ACTION HARDWAR REQUIRED AT DOORS. COM2015-00148 Page 6 of 11 23) Storage racks greater than 69" and up to 8'0" in height shall be installed in accordance to manufacturer specifications for seismic attachment. When seismic attachment is not provided by the manufacturer an engineered design and attachment details shall be required. Installation specifications or engineer's design shall be available during inspections performed by the Mason County Building Department. Storage racks greater than 8-ft in height shall require an engineer's design addressing seismic conditions and attachment. In addition, storage racks 8-ft tall or more shall require special inspection performed by the design professional or an approved representative. The special inspection report and engineered design shall be provided to the Mason County Building Department for approval prior to the final occupancy inspection. X 24) Accessible routes ithin the site shall be provided from public transportation stops, accessible parking, and accessible passenger loading zones and public streets or sidewalks to the accessible building entrance served. Provisions for the accessible route shall be designed in accordance to ICC A117.1-2003. Slopes shall not exceed 1:12 and shall be continuous and unobstructed that consist of walking surfaces and marked crossings at vehicular ways. The route shall be at least 36-inches wide, except at doorways. When a route turns around an obstruction the width shall be at least 48-inches wide. A clear space of at least 60-inches by 60-inches shall be provided at intervals of 200-feet or less for passing. Curb ramps shall be at least 36-inches wide with a maximum slope of 1:12 horizontal with flared sides in accordance to ICC A117.1-2003. X -- 25) Minimum 2A10BC rated fire extinguishers shall be permanently installed, unobstructed and located in a conspicuous location not more than 75-feet travel distance in approved locations mounted not more than 48-inches from the finished floor to the top of the extinguisher. The structure is subject to inspection by the Mason County Fire Marshal. All corrections deemed necessary by the Fire Marshal, to assure the minimum fire and life safety requirements as adopted by Mason County and Washington State may be required. 26) MEANS OF E ESS DOORS Means of egress doors shall be readily distinguishable from the adjacent construction and finishes such that the doors are easily recognizable as doors. Egress doors shall be side-hinged unless specifically exempted in the International Building Code, Section 1008.1.2. Door hardware shall allow egress doors to be readily open able from the egress side without the use of a key or special knowledge or effort. X 27) Where parking provided the number of accessible parking spaces shall be provided in compliance with IBC Table 1106.1. Where the total parking spaces provided are 1 to 25, not less than one accessible parking space shall be provided. The accessible parking space shall be located on the shortest accessible route of travel from adjacent parking to the picnic and playground area. The accessible parking space shall be constructed in accordance with ICC/ANSI A117.1-2003, Section 502. A copy of the specifications is attached to the approved construction plans. The accessible parking space shall be marked, not less than 96-inches wide and shall extend the full length of the parking space. The accessible space shall be identified by approved signage that display the international symbol of accessibility not less than 60-inches above the floor of the parking space, measured from the bottom of the sign. COM2015-00148 Page 7 of 11 28) All doors shall be side hinged and swing in the direction of exit travel. All exit doors shall be illuminated at all times that the building is occupied and be equipped with approved accessible hardware that does not require tight grasping, tight pinching or twisting of the wrist to operate. ALL exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. All exit signs shall be internally or externally illuminated at all times and equipped with to ensure continued illumination for duration of at least 90-minutes. X 29) Rooms and encl ed spaces shall have Class C interior wall and ceiling finishes or better. Class C finishes shall have a smoke developed index of 0450 and a flame spread index of 76-200. Provide classification information during inspection. 30) 2012 IECC EC COMPLIANCE: This project is approved for compliance to the 2012 International Energy Conservation Code/Washington State Energy Code (IECC/WSEC); components shall be installed as follows: ENVELOPE: Prescriptive Using Table C402.2 Fenestration including doors and windows, including store door(s) shall have a U-Factor as follows-fixed/non operable windows .38 and operable windows U-0.40or less, entrance doors U0.60 or less and skylights U-0.50 or less. Solar heat gain coefficient(SHGC) 0.40 or better except skylights SHGC 0.35 or better. OTHER DOORS: Other than entry doors U-0.37 or less and roll-up or sliding doors min. R-4.75. X Roof: Metal buildin with R3.5 thermal blocks, R-11 liner system PLUS R25 continuous non-compressed insulation Wall insulation min R13 continuous insulation + R-13 wall insulation or better, Slab insulation R-10 or better installed in around the entire perimeter from the top of the slab edge to the bottom of the footing. 31) Access roads shall be constructed and provided in accordance with Mason County Code Chapter 14.17. Signs shall be provided and maintained to identify roads. Approved fire apparatus access roads shall be constructed and designed with an all weather driving surface of gravel, crushed rock, concrete or asphalt hall support fire apparatus equipment and shall extend to within 150-ft of all portions of the exterior wall of any residential or commercial structure. The access road shall have an unobstructed width of 20-ft for commercial structures or when serving 4 or more parcels or building sites. Turning radius of the fire apparatus access road shall be a minimum of 25-ft interior and 45-ft exterior centerline radius. COM2015-00148 Page 8 of 11 32) Task lighting used exclusively for plant growth or plant maintenance shall be exempt from the requirements of the 2012 International Energy Conservation Code/Washington State Energy Code (IECC/WSEC). All new lighting installed in areas not used for plant growth or plant maintenance shall comply with IECC/WSEC Section C405. Lamp wattage shall be calculated using the lamp and ballast wattage or for incandescent fixtures, using the maximum labeled wattage. Allowed wattage is based upon the use of each space. The maximum lighting power allowance for typical uses is as follows: Processing (manufacturing): 1.11 watts per sq. ft. Office: 1.11 watts per sq. ft. Meeting or break rooms: 1.23 watts per sq. ft. Storage: 0.63 watts per sq. ft. Kitchen: 0.99 watts per sq. ft. Total new interior lighting wattage for this project shall not exceed 5,550 watts, or provide a design calculations demonstrating compliance to IECC/WSEC C405. Provide a lighting plan showing the layout of all lights and controls along with a schedule that identifies the wattage for ballast and lamps. The plan and information shall be submitted to the Mason County Building Department for review and approval prior to the framing inspection. All daylight zones shall be provided separate control in accordance with IECCWSEC. Automatic daylight sensing controls shall be capable of reducing light out put, that control luminaries only within the day lighted area, shall be clearly identified. Switches shall be equipped with separate automatic controls to shut off the lighting in all spaces during unoccupied hours. Occupancy sensors shall be capable of automatically turning off all lights in an area in accordance with IECC/WSEC. X 33) All new mechanics ystems and equipment serving heating, cooling, ventilating equipments shall comply with IECC/WSEC Section C403. The output of heating and cooling equipment shall be sized in accordance with C403.2. Provide a schedule of equipment that identifies type and efficiency information demonstrating compliance to IECC/WSEC. X _ 34) Recyclable mater Is & Solid Waste Storage: Space shall be provided for the storage of recycled materials and solid waste. The storage area shall be designed to mee the needs of the occupancy, efficiency of pick-up, and shall be available to occupants and hauler 35) A seperate permit is requi d for the automatic fire alarm system. A final inspection by the Fire Marshal must be completed prior to calling for final Occupancy inspection to the Building Department. COM2015-00148 Page 9 of 11 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 contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 18 DAYS WILL INVALIDATE THE APPLICATION. J / Signa ure / Da OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) COM2015-00148 Page 10 of 11 MASON COUNTY Permit No:CL 2,p . Q6l y(j DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING• PLANNING• FIRE NA (360) 427-9670 Shelton ext. 352 htta://www.co.mason.wa.us/community dev/ (360) 275-4467 Belfair ext. 352 426 W Cedar Street Shelton WA 98584 1854 � (360) 482-5269 Elena ext. 352 'ILA BUILDING PERMIT APPLICATION PR04kTY OWNER-INFORMATION: CONTRACTOR INFORMATION: NAME: NAME: MAILING ADD S • MAILING ADDRESS: CITY: n�kU ad_STATE: (1 1 ZIP: CITY: S TE: ZIP: PHONE: CELL: PHONE: CELL: EMAIL:; EMAIL : L&I REG# EXP. CONTACT : OWNER' CONTRACTOR ❑ BELOW ❑ NAME: (#- MAILINGADDRESS-06M JeSlel, CdUet CITY: OI wa aL STATE: ZIP: �SOla PIIONE31.00.8(o(n_S�W LL: (lp,�}g�j EMAIL: I���b -I-- PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 4ZOn --24- ALL-1)'N DISTRICT LEGAL DESCRIPTION(ABB ,,VIATE SITE ADDRESS W CITY D rCTIONS TO IT i A DP4SS G IS PROPER WITI-III 200 FT: SALTWATE ❑ LAKE ❑ RIVER/CREEK POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF TIIE PROJECT-GREATER THAN 14% YES❑ NO ❑ TYPE OF JOB: NE WI�ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(RESIDENCE,GARAGE ETC.) IS USE: PRIMARY SEASONAL ❑' OF BEDROOMS NUMBER OF BATHROOMS DESCRIBE WORK on S UARE FOCTAG11J S, 1ST FLOG 2ND FLOOR sq. ft. 3RD FLOOR sq. ft. BASEMENT sq.ft. DECK sq. It. COVERED DECK sq. ft. STORAGE sq. ft. OTHER sq. it. GARAGE sq. ft. ATTACHED ❑ DETACHED ❑ CARPORT sq.ft. ATTACHED ❑ DETACHED ❑ MANUFACTURED HOAIE + NATION: *4 COPIES OF TIIE FLOOR PLAN REOUIItED ��`� MAI i MODEL AR LEN -�� J WI ' II BEDROOMS BATHS SERIA OWNER acknowledges that 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 or owner's legal representative. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or legal representative, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permit/application becornes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. O ONTINUA K I EANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLIC ION OF 180 DAY WILL CAUSE TH PPLICATION TO BE qXPIRED. (MA ON COUNTY CODE 14.08.42) Signa re Date EPARTTqE1 TAL REV W + ATE DENIED DATE TAGS/N S/CONDITIONS BUILDING DEPARTMENT t `( IS - 014L.D0 , PLANNING DEPARTMENT FIRE MARSHAL W w op TyALwiALf'UA7?I BUILDING PERMIT FEE FIRE ACCESS AND G PLAN REVIEW GEO-TECH REVIEW PLUMBING&BASE FEE STORMWATER REVIEW MECHANICAL&BASE FEE TOTAL FEES WOOD/GAS/PELLET STOVE VIOLATION INVESTIGATION FEE PLANNING REVIEW FEE VIOLATION FEE ;!'. '.:l�l1« .`?! +�t'"�+�kNt9�jJ1�k!�"r,�=�''h.,Y' r',,. r,x.lY+1+Y' 1-i4`.•?.t.E'4 `+11M Yy".�d H'+t�.t(';h. Envelo • ' Summary Zones 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct 2013 Project Info Project Address Canopy Park slag F Date 0 For Buit Compliance forms do not require a AUG OO�c n � password to use. Applicant Name: sewn Kirby A J 6 instructional and calculating cells are Applicant Address: write-protected. Applicant Phone: 615 W. Alder Street Project Description F±1 New Building ❑ Addition Q Alteration ❑ Change of Occupancy/Conditioning] Compliance Path 0• Prescriptive 0 Component Performance 0 Total Building Performance Selection required to enable forms. Occupancy Group 0• Commercial 0 Group R-R2&R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical (rough opening) divided by Wall Area times 100 equals Fenestration If complying via the Prescriptive path, enter values for vertical fenestration, 0 .0 _ 0 .0 X 100 — skylights,gross walls and roof on this ENV-SUM worksheet. If complying via Gross Exterior the Component Performance path,enter these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals %Skylight These values auto-fill from ENV-UA and are write-protected on ENV-SUM. 0 .0 - 0.0 X 100 = Vertical Fenestration Area Fenestration Area Compliance Skylight Area Vertical Fenestration 0 50%or more of the floor area is within a daylight zone per C402.3.1.1 Alternates 0 High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑Skylight area 3%or greater,VT-0.40 or greater Single Story Spaces ❑Skylight effective aperture 1%or greater,provide calculation Requiring Skylights ❑Space eligible for exception Requires a minimum of 50%of Floor area to be within a skylight daylight zone for specific space types.Refer to C402.3.2 for requirements. ❑ Project has semi-heated spaces as defined per C402.1 A ❑Applying wall exception to semi-heated spaces 1.Semi-heated spaces may comply under Prescriptive or Component Performance compliance Semi-Heated Spaces path 2.Semi-heated spaces shall be documented separately from other conditioned spaces—provide separate compliance forms for each conditioned space type. 3.Envelope elements separating semi-heated from other conditioned spaces shall comply with exterior thermal envelope requirements. ❑Walk-in Cooler ❑ Walk-in Freezer ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2&R3 over 3 stories and all R1 ❑ Refrigerated Space ❑ Fully Conditioned ❑ Semi-Heated ❑ Low Energy' ❑ R2&R3-3 stories or less `Low enemy areas are exempt from all thermal envelope provisions and compliance forms for these areas are not required.Refer to C101.5.2 for exemption. 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all F Revised Oct 2013 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration.Refer for Prescriptive Compliance to Tables C4021.2 C4022 and C4023 In the 2012 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. Table C402.2 Notes 1,7 Table C402.1.2 Notes 1,2 Prescriptive Path Insulation Minimum R-Value Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R Opaque Elements Roofs Insulation Entirely above Deck I R-30 c.i. 11-38 c.i. U-0.034 U-0.031 Metal Building with R-3.5 thermal blocks) locks No"3 R-25+R-11 Ls R-25+R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 0-0.021 U-0.021 Walls,Above- rade Mass R-9.5 6. R-13.3 6. U-0.104 NO1e 6 U-0.078 Metal Building R-13+R-13 c.i. R-13+R-13 c.i. U-0.052 U-0.052 Steel Framed R-13+R-106. R-19+R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 rat U-0.054 U-0.054 Below Grade Wall Note a Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 J. U-0.031 U-0.031 Steel Joist R-38+R-10 c.i. R-38+R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab-On-Grade Floors Unheated R-10 for 24 in. from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter&under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for rescri tive compliance. U-0.37 U-0.37 Roll-up or sliding R-4.75 I R-4.75 No U-Value for prescriptive compliance. Table C4023-0-30%of wap area,or Section C4023.1.3 High Performance 30%-40%per Section C402.3.1.1 DLZ Fenestration Option-0-4056 of wall area Fenestration Assembly Maximum UJactor Nola 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing(fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing(operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 skylikkis Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maaimum SHGC Factor Vertical Fenestration PF<0.2:all orientations-SHGC-0.40 PF<02:all orientations-S14GC-0.35 0.2 5 PF<0.5:north-SHGC-0.44; 0.2 5 PF<0.5:north-SHGC-0.385; all other-SHGC-0.48 all other-SHGC-0.42 PF a 0.5:north-SHGC-0A8; PF z 0.5:north-SHGC-0.42; all other-SHGC-0.64 all other-SHGC-0.56 Skylig,irts SHGC-0.35 SHGC-0.35 Insulation Minimum R-Value Refrigerated Spaces Insulation Table C402.5 and C402.6 Assembly Maximum U-factor Freezers-Walk-in and Warehouse Roof/Ceiling R-32 Wall R-32 Door R-32 No U-Value for prescriptive compliance Door-transparent reach-in triple-pane,heat-reflective treated or gas Floor R-28 Coolers-Walk-in and Warehouse Roof/Ceiling R-25 Wall R-25 Door R-25 No U-Value for prescriptive compliance Door-transparent reach-in double-pane,heat-reflective treated&gas fill,or comply with freezer door reg. Floor No Requirement Envelope • • • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all F Revised Oct 2013 Definitions: Ls=Liner system—A continuous membrane installed below the purlins and uninterrupted by framing members.Uncompressed,unlaced insulation rests on top ofthe membrane between the purlins.Refer to Section A102.2.5.4. c.i.=Continuous insulation—Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04%of the opaque surface area of the assembly int=Intermediate framing—Includes insulated headers,comers and interior partition wall to exterior wall intersections.Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2012 WSEC has footnotes applicable to specific information provided in the table.This footnote summary provides only abbreviated details from these footnotes. Refer to 2012 WSECfor completefootnote information. 1 -Assembly descriptions can be found in Chapter 2 and Appendix A. 2-Use of assembly U-factors,C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code- 3-For metal building roofs where using R-value compliance method,a thermal spacer block is required.Otherwise use the U-factor compliance method. 4-Where heated slabs are below-grade,below-grade walls shall comply with the exterior insulation requirements for heated slabs. 5-Heated slab F-factors shall be determined specifically for heated slabs.Unheated slab F-factors shall not be used. 6-Non-residential CMU walls may be eligible to use Table C402.1.2 U-factor if all provisions stated in applicable footnote are met.Refer to Footnote D in Table C402.1.2 or Footnote C in Table C402.2 for eligibility requirements. 7-Roof,wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to Footnote F in Table C402.2 for eligibility requirements. End of Envelope Requirements Summary F � 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 Revised Oct2013 Project Address Canopy Park Bldg F Date 08/04/2016 Occupancy Group *Commercial O Group R For Building Department Use Fenestration Area as%gross above-grade wall area Max.Target: 30.0% Skylight Area as%gross roof area Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.2 or U-factors/F-factors per Tables C-402.1.2 and C-402.3.A single project may comply via R-values for some envelope assemblies and U-factors/F-factors for others. Note compliance method taken for each assembly in spaces provided. Building Component U-Factor/F-Factor for Alternative R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A.Chapter 3 Cavity Ins. Ins.(CI) (Table C402.2 Assembly table,or approved Provide page/plan#of assembly detail and ID. R-Value R-Value Footnote F)' U-Factor calculation method) Y ID a"i ID 0 ID N ID o m ID ID JID Pg 4 49.0 ID t 0 ID € ID I LL ID ID 0 a ID Q m ID ID o ID Pg 4 21.0 000 ID Q -3 ID m n O ID I ID ID ID o ID m ID 0 ID m ID coo ID o ID 0 LL a ID Q) E ID u- ID Perim.Ins. Full Slab Cl R-Value R-Value F-Factor F-Factor Source ID Pg 4 10.0 a� m m c ID c c D ID o ID ID aU = ID Note 1-Calculations are required.Ratio of cross-sectional area of metal penetration through otherwise continuous insulation shall be 0.04-0.08%. Note 2-Thermal spacer blocking and liner system are required for prescriptive R-Value compliance. Note 3-Intermediate framing is required for prescriptive R-Value compliance in wood-framed wall assemblies. Note 4-Proposed non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U-value of 0.104. Note 5-Refer to Table C402.2,Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 6-Prescriptive slab-on-grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. 'Prescriptive • • 2 Zones • ENV-PRESCRIPTIVE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 Revised Oct2013 Project Address Canopy park Bldg F Date 08/04/2016 Fenestration Area as%gross above-grade wall area Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area Max.Target: 5.0% Notes: 1:If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustment worksheet for this calculation. 2:Provide U-factor for the fenestration assembly,which is the combination of frame and glazing BuildingComponent U-Factor/F-Factor for Alternative al p R-Value for Prescriptive Compliance Prescriptive Compliance Alternate Cl U-Factor Source Continuous R-Value (Appendix A,Chapter 3 Cavity Ins. Ins.(CI) (Table C402.2 Assembly table,or approved Provide pagelplan#of assembly detail and ID. R-Value R-Value Footnote F) U-Factor calculation method) rn N ID 3 $ ID m ID a N ID o $ ID ID Solar Heat Gain Coefficient(SHGC) U-Factor for Prescriptive Compliance SHGC Projection Adjustment U-Factor Source factor(PF) Multiplier(if Assembly Assembly (NFRC,Appendix A,or (if applicable) applicable) SHGC U-Factor Chapter 3 table) m ID ID a ID Z ID ID C � _2 = ID m ID N y c ID N u- Q ID ° ID i a ID :E ID ID pg 3 0.37 ID a ID g ID _m ID. = e' ID. Y ~ ID ID Note 1-SHGC Adjustment Multiplier based on calculated Projection Factor. Refer to Equation C4-2 Projection Factor Calculation and Table C402.3.3.1 for corresponding SHGC Multiplier. Refrigerated Spaces,Walk-in &Warehouse Coolers Notes R-Values for Prescriptive Compliance Prescriptive U-Factor not allowed. Walls Ceiling Doors Freezers Walls Ceiling Doors Floor I 1pa w iddg 3rzs }.id st,,;io uoe�oadsui 'I a gasoc, al(r 7 v 0 :\3415 Q32Rj�33ti � ` _ ., InO ti \ d _ 0 00 il x G ! r 'Ilk JK i � i i` ��i� � ( I i•\\X !cam 'r' i 1'�(M �. • W W - `-.: RECEIVED O e IVED $ IE� • AUG 09 1016 777 \ 7 \ \ \ , _ Z { W I '� ACI ARE MEASURED s az_ >K 615 W. Alder Street Doti y FPC M T E FUR T NEST Pit EC ION FTHE BUILDING B BLDG. 5,500 SF NNIINU r 2O W W 5,0 O5F FF=501.4 WIW W I I = z THIS w WSW WW ROJEG I — � .f� W y W ,::,. �:....•..•Y,'. BLDG.5000 . is \ll O 3013E 11� r- O zo I o m O r/ BLDG. E I I Z O m L I W y 12,000 sF ` W I W� W • �V. - �y W .�••O 11• ... W ,-W� W W W- W W '•.0 J • I W I W BLDG. A W SEPTIC TANKS T1 5,000 5F - 00 0 W W FF=501.0 1100 4 Fli W w1 nEud WIW TOR 5 OL Lu :.w. APPROVED ON COU"T''r D",D PLANNING SITE PLAN REC''I:'ED 10 BE ON SITE W — — — — — — — — — — — — — HANGES S!f "L�:;T fC APPROVAL W W W-W W WIW W W..W W WWWWWWWWWW — B� - r-,to GENEF KNOX BOX 353.SQ - 299 1. 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I ���R AlC MM OMIQ tM Wf16 K CtIAiM4 - ' •Jj \ 7 (hP.) \ \ \\\\ \ ♦ ♦ I 3 II O mow,M P01 0 KKR PYW ,*mi. pl liQT n3 # I I • I '.I. .I ` \ O Y ofta&loWIN70 5, (NK) I I.:. •I BLDG. - Il7u.) 7 Qa Wn'U Ir•ADS NYLOPtA.sl f7RAN WINS(OR CWAL)IT/I" i I •I \ COYEIIS All"WACnRM MSTA"Ili)O 1LmnNLc PIIONO[Oft be r { 5.500 5Y !' Is 5 ♦ tr OW RW OMIN IN ALL CRAW s.L1NS 4 1 IY'"2.101.4 , ✓ O wSTALL R07 w1Aw P1P[S AMO 1f011tA[fo INnLRIAttoR AOIa AS / N \ RN NIIf�h0.01 FT/IS,MENL CL&NOWA%.am I,DIM CN S- I ' I I I •�•' \ rA rK \ �I A110 Ai ALL T[ORr CTtWas w MAIL CH O 5E{DR'IC = u BLDG. rOft II,Or oRAw SooMlAOvr nags.COQtD1NAR wc7Atullnr N I I, ,_ ;'• 5.0m Sr q w O Al.l,CSitC1t 1Wix SURDwo 00NiRACtCIE•ROLIO[Irl.12'CORN. V i ••'+ w I �' Y .Cvo.fSTAA WIN A A o Wi ASIM wL7�16001 A 101 AAnR�OY£Osa i tfDh ` ; . -1_. .•' M1 PK f \ y 011 11p1 K'=w1ALL INSEALL[n Mewl i K ; ` S , O EOMIRUCT • I, • y ,.� I ppWA4L CEDR CR AREA IR Or ZWIk j a 5Y I I• _: A _ t0 ORAOC SRN IC ItOE KZ7A71K OlYmal�yprglElR SAP o= �` I f I••."'. oONr-o+AOort i n2 Ouxi-PRftVAY.PA [wc SwLS,u+o <{ j E .� ,1 Y I• 9 . I �NSI�ORNII(\101 RU+gi1P}p S551E[1ROR wr W.M R Q Ot 0 A. G (M•) ] 1 )J SHIN.14ACE COMOS7 lipA[n s0[s w WACTAIM OISP 0" p v I I I•.• 1..'.?. e r PK w w r s C`�1 rIW(wN M131 SCE DRAM vl fr[ri 0.1 FOR*Org 1_ p•U C� I \ a' RI..I i1 I 70(Tv►a fl BLDG. , �� ! z �.(�'f rr-LJm,o . � LANDSCAPING NOTE v K /., ,j F I SFC 1M,05CMNo A[0~HIS ROM ON S14EI CIA. _ez � I Ml SPOT ELEVATION NOTE a< U I C( I �• \ J SPo7 nLYA1 S S,LOIM Alt MI ul C At TLN or EL C ' . I'� L51 OMCLMSE NOR,,. iN i I I 111 ; 9LDD, q •✓ ' ' ' „ . ' IRNGENM&EROSION CONTROL NOTE „I c_) r w AWTIM M THE OEV NuIAAY[Nf PRACTICES(INN•S)SKCIP(o _K—C �J C COWWA QA 9141 I +t1{ IC-!Iota ♦fill. cA�•w�0.wMTAW Im 9_*5 ONII nNAI'SIX STTAANJtA 1 ' ; I NCOIpORAn AN•AOOtip�MrS AS W=SSARY 10 Zr,IMN 1 I ••.I. • Q I••• t \ I p.Asi WOSIAR DRMMNt MWIC y ()LOLY STORxA OL 11. p I WNA416NI MAWAI r0R,CSR---WMCMK]nn5 Ete IM,IM A )i (IYP.) 7 . .RµA.c:c5fivsrt mulRo0.TcovellCOtC W luCiC.(c i Ac A+ I A1EA aLVRON PREKNM.PLVL(IMP)Eal RETER(NM d S a I I + I , M. — ` imn 5r� I I , (r• ` \ h iI I' 'I � eMr.+[ A-sK1 �(A)� �Lwos •w � � §�5:� +J 7 (lYP) s (�.,{/)(// WALE, rr.zo�An e -� ..`Sg„ '• I I I s ��e � U Ii 1 2 ' 1 I ( KROLAR Y,Scf, g.1,RCCCRD OI D17 m.•.aI• 1 iI I IAkULQ 7:,PA•.x eA,AY 0r1 I).Snl] t I 1 , i NC$wrap,rAn:O[S+olA nOu r ZS' _ ,100R_.-_ 00 xcs ouana xAPK OESO••igM R„,<u., 00 r --- "CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG" � C7.1 a, o I i D C'- POST / BRACING no'._3 ITEM DESCRIPTION 6X6 P.T. 02 H-F POST n USE 4'-6" (MIN) EMBEDMENT DEPTH, �`.• 24"0 FOOTING AND CONCRETE 100'-0" BACKFILL 10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 10'-0" 10'-0" 6X6 P.T. #2 H-F POST O USE 3'-6" (MIN) EMBEDMENT DEPTH,B"0 FOOOTING AND CONCRETE © OA AO OA OA OA OA n AO �J LL 3068 M Dd 6X6 P.T. #2 H-F POST co OUSE 3'-6" (MIN) EMBEDMENT DEPTH, D o 0 18"0 FOOTING AND CONCRETE r7 i BACKFILL O b OP.T. DOOR POST (SEE GENERAL NOTE 3) O 0 � : � ZD o 0 m m m m m m m m Z : = => Z © N 0 O 0 O O O 0 0 N O I O O © O 3068 MD 3068 MD © O O O O O O O O tiPSCL f9n1 GENERAL NOTES �O.QF WA` /�,,v�j 1 IREIASED BUILDING LENGTH: ADDED & MOVED MANDOORS 26 JAN 16 JCBI ,`�1 ,�� .•• O DATE BY C 1. ALL POSTS EMBEDDED IN GROUND SHALL BE PRESSURE TREATED REV DESCRIPTION HKPLAN VIEW FOR BURIAL. , 2.PERSONNEL DOOR(S) AND WINDOWS) SHOWN MAY BE LOCATED BY .� 'ALLIANCE THE BUILDER IN THE WALL(S) SHOWN UNLESS SPECIFICALLY aeC = com LOCATED 3.DOOR POSOTS MAY BEASIZED, LOCATED AND EMBEDDED BY THE 2$765 ��V CONTRACTOR UNLESS NOTED OTHERWISE. DOOR POSTS MAY BE Q� �'fS[�A ��� To I&E NG I N E E RI NG OMITTED IF DOOR IS FRAMED DIRECTLY AGAINST A STRUCTURAL �SS1QNA(.E�v Specialists in Post Frame Engineering POST. 4.CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES PRIOR CLIENT OWNER BUILDING LOCATION TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. DOOR SIZE F & L PACIFIC, INC KIRBY INVESTMENTS #6 MAY BE REDUCED AS REQ'D TO ENSURE CORRECT OPERATION OF 2510 SANDRA AVE STE B 450 W DAYTON AIRPORT RD, LOT 7 THE DOOR. CENTRALIA, WA 98531 SHELTON, WA 98584 DATE: 24 SEP 15 DWG NO: JOB NO: REV: ©ALUANCE ENGINEERING OF OREGON, INC. 9 2700 Market St NE • Salem, Oreaon 97301 • PHONE: 503 589-1727• FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. IDRAWN BY: CB IPLOT ®: 128 PFB-01 Of 07 1 1903415 t 12 0 I H N N 3068 M0 L1 100'-0"0 50'-0" I I � REAR EAVE VIEW LEFT GABLE VIEW 18" OVERHANGS (INSTALL PER OVERHANG 12 DETAILS DRAWING) i TYP -j-j-j-j1]]]]1 0 0 I i -- N N 3068 rv;:D �3068 MD 100'-0"0 50'-0" FRONT EAVE VIEW RIGHT GABLE VIEW OF VJA ��'9si0 1 1 REVISED BUILDING LENGTH; ADDED MAN DOORS 126 JAN 16 CB CJ l C REV DESCRIPTION DAIS BY CHK ELEVATION VIEWS n 'ALLIANCE ae; =- '.com �� r ■`ENGINEERING �SsfONALE�G Specialists in Post Frame Engineering CLIENT OWNER BUILDING LOCATION F & L PACIFIC, INC KIRBY INVESTMENTS #6 2510 SANDRA AVE STE B ;450 W DAYTON AIRPORT RD, LOT 7 CENTRALIA, WA 98531 j SHEL_TON, WA 98584 DATE: 24 SEP 15 DWG NO: JOB NO: REV: ALLIANCE ENGINEERING OF OREGON. INC. • 2700 Market St NE • Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAHING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: CB PLOT & 154 PFB-02 Of 07 1903415 r f.-- (SEE TOP GIRT AND OUTRIGGER NG DETAILS DRAWING OR 20d NAILS 1"0 A-307 BOLT NUT & FLAT WASHERS EA SIDE 2X6 SS D—F PURLINS ® 24" (MAX) O.C. (4) (MIN) t6d OR 20d NAILSNAIL TO BLOCKS W/ (3) 16d OR .(2) 20d NAILS (3) 1"0 A-307 BOLTSNAIL 2X6 BLOCKS TO TRUSSES W NUT & FLAT WASHERS EA SIDE/ 12W/ (2) 16d OR 20d NAILS EA SIDE 2X CORBEL BLOCK TO 3.5 MATCH POST WIDTH STANDARD DETAILS FOR BOLT SPACING & DETAIL 1 BLOCK SIZE) 71 +• \—PRE—ENGINEERED TRUSSES (BY OTHERS) __'kSEE DETAIL 1 POST O X _I 29 GA METAL SHEATHING TYP ROOF AND WALLS 2X6 SS D—F GIRTS 0 24" (MAX) O.C. NAIL TO POST W/ (3) 16d OR (2) 20d NAILS EA END SEE DETAIL 2 P.T. BOTTOM GIRT NAIL TO POST W/ (6) 16d OR 20d NAILS EA END `4" (MIN) CONCRETE FLOOR 0 c BACKFILL PER POST/BRACING NOTES ON PFB-01 a (SEE CONSTRUCTION NOTES) 6" THICK CONCRETE FOOTING (SEE CONSTRUCTION NOTES) ,f INSTALL (3) 20d NAILS 2" DEEP IN EA POST FACE ® MID—SLAB DEPTH FOR POST CONSTRAINT BPS CL,q BUILDING DATA: GENERAL NOTES PERIMETER POSTS OF WAS A 1 IREVISED BUILDING DATA WIDTH: BY CHK TH: 50'-0" I Z�� � C�O�� REV DESCRIPTION 26 JAN 16 CB LENGTH: 100'-0 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE T " 10 EAVE HT: 12'-0" AT 24" O.C. BY THE CONTRACTOR WITH 2X BOTTOM GIRT '� x SECTION A ROOF SLOPE: 3.5 IN 12 BLOCKING BETWEEN MEMBERS OR WITH TRUSS SPACING: VARIES SIMPSON LU26 HANGERS (OR EQUAL). IF 2X 7 AMFALLIANCE ae'_`--a0_.COm BLOCKING IS USED, THEN NAIL BLOCKING TO 28765 �� BUILDING CODE: POST WITH (6) 20d OR (6) 16d NAILS (MIN). �O ��i(S-j'�•R� WIND LOAD: 110 MPH NAIL GIRTS TO BLOCKING WITH (2) 20d OR (3) `�FSS aG� 1`E NG i N E E RI NG EXPOSURE. B �ONALB` 16d NAILS AT EACH END. Specialists 11'I Post FFarT'le ElTglileefilTg SNOW LOAD: 25 PSF 2. PURLINS MAY BE INSTALLED WITH SIMPSON DEAD LOAD: 3 PSF LU26 HANGERS (OR EQUAL) SEE NOTE 15 ON CLIENT I OWNER BUILDING LOCATION SOIL BEARING: 1.5 KSF THE CONSTRUCTION NOTES, OVER-LAPPED, OR DETAIL 2 F & L PACIFIC, INC KIRBY INVESTMENTS #6 SEISMIC CATEGORY: D BUTTED ON THE TRUSSES AS REQUIRED BY 2510 SANDRA AVE STE B 450 W DAYTON AIRPORT RD, LOT 7 IBC: 2012 THE CONTRACTOR. CENTRALIA, WA 98531 SHELTON, WA 98584 DATE: 24 SEP 15 DWG NO: JOB NO: REV: ©AWANCE ENGINEERING OF OREGON, INC. r 2700 Market St NE r Salem, Oregon 97301 9 PHONE 503 589-1727• FAX: 503 589-1728 r IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: CB IPLOT ® 48 PFB-03 Of 07 1 1903415 //1 s PLANNING EN TAL � EALTH RECEIVED FEB 2 2 2016 615 W. Nder Street PLANNING 12 3.5 p o I � N N 50'-0" 80'-0" I - �l LEFT GABLE VIEW REAR EAVE VIEW 18" OVERHANGS (INSTALL PER OVERHANG 12 DETAILS DRAWING) 3.5 II TYP I I 0 0 I I I CV N 1 3068 MD 3068 MD 8 50'-0" 0'-0" FRONT EAVE VIEW RIGHT GABLE VIEW RCC� CEP pg 2�15 0 L. FFS 26 \N GEAR ST ELEVATION VIEWS ALLIANCE ae corn s9jo m ■& ENGINEERING 1yAL>E1►1 Specialists In Post Frame Engineering CLIENT OWNER TBUILDING LOCATION F & L PACIFIC, INC KIRBY INVESTMENTS #6 2510 SANDRA AVE STE B 450 W DAYTON AIRPORT RD, LOT 7 CENTRALIA, WA 98531 SHELTON, WA 98584 DATE: 24 SEP 15 IDWG NO: JOB NO: REV: ©AWANCE ENGINEERING OF OREGON, INC. • 2700 Market St NE • Salem, Oregon 97301 PHONE: 503 589-1727 • FA X 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAM BY: CB PLOT ®: 128 PFB-02 Of �7 1903415 Request To Revise An Approved Plan COM QC'15 001 �� r Permit Number.-BtD' - Name Parcel Number ZC20 Z - 2 y - C100 7Q Phone Number ciavtUne Project Address � (j U)P sLI'6-G4 C Mailing Address _ . . Please provide a complete, detailed description of the proposed revisions to the approved plans: RECEIVED r f �'` �� 2016 _ 615 er Street Are two sets of the revised plans or addend=indicate the changes included? M 1'es ❑ No Are the approved site plans included? ❑ Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? [(Yes: ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes ❑ No If Yes,Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No (Note No struagnal changes to a"desimed"plan will be aanroved without the written consent of the engineer and/or architect of record) Does the proposed revision modify the footprint or location of the stracti.ire? &"Yes ❑ No If Yes,Is a revised site plan,with all new setback dimensions included with this request? MYes ❑ No Additional Information: App ' nut's signature D i 1 0 Office Use Received by. Date Sent Assign proved By ate i Valuation: $ Additional Valuation: $ .� Sq.Pt x$ $ Sq.Pt x$ $ Total New Valuation $ B H 2�9 Additional Fees: — -- Additional Planning Dept. $ 0 AW Additional Plan Review $ Additional Building Permit $ Additional Plumbing $ Additional Mechanical $ <<<: Additional E.H.Dept $ l 60 � Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ Request To Revise An Approved Plan Permit Number, H-`�C'I S _ 00 I �f� NameOQ,40�)LA- Parcel Number - 2 y - ?00-7 Phone Number e �� Pro'ect Address 1j ) (,j( ('.f Mailing Address F67 y _ Please provide a complete, detailed description of the proposed revisions to the approved plans: RECEIVED A r is OR �D 2016 - er freet Are two sets of the revised plans or addendum indicating the changes included? W Y' es ❑ No Are the approved site plans included? ❑ Yes ❑ No Are the revisions clearly and accurately identified on the plans or addendum? C4oli'es: ❑ No Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes ❑ No If Yes,Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes ❑ No Note:No structural changes to a"designed"plan will be aaoroved without the written consent of the engineer and/or architect of record) Does the proposed revision modify the footprint or location of the stnictlire? vYes ❑ No If Yes,Is a revised site plan,with all new setback dimensions included with this request? 12"Yes ❑ No I ` Additional Information: Appli Lant's signature •Office Us Received by: Date sent Assign proved Bykfdi ginal Valuation: $ B �lQ itional Valuation: $ Sq.Ft x$ $ �- Sq.Ftal New Valuation $ Additional Fees: // p Z! Additional Planning Dept $ CO' Additional Plan Review $ n ns om en t s: Additional Building Permit $ Additional Plumbing $ Additional Mechanical $ Additional E.H.Dept. $ Z GO Other $ Total Amount Due: $ 1 2 Ff.�(. 1 1 Amount To Be Paid Up-Front$ Request to Revise Approved Plans Permit Number: BLD/COM ZO i - (G,f td4B Name TCU� L. ,b&A V" Parcel Number'` e"�o0 9— gC6116 Phone Number davtime (3LOO ) - Project Addres Mailing Address dAI�G 0 9 2016 Please p vide a complete, detailed description o the proposed revisio to the ap rove p ans: i- . r a �j l Cf o Q �- ' RAAnc� IIAI • Are two sets of the revised plans or addendum indicating the changes included? ❑No • Are the approved construcfion plans included? El Yes U'- o The RED stamped "site" approved construction plans must be included. • Are the revisions clearly and accurately identified on the plans or addendum? 2 es ❑!No • Does the plan contain an engineer's or architects lateral or vertical analysis? El Yes 21<0 If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No Is a stamped and signed approval included with this request? ❑ Yes - 11 No No structural changes to a "designed" plan will be approved without the written consent of the engineer and/or architect of record.) o Does the proposed revision modify the footprint or location of the structure? ❑ Yes ZNo If Yes, Is a revised site plan, with all new setback dimensions included with this request? ❑ Yes ❑ No Additional Information; ` 61-)1. ovf- I► - Gh L� nn n {n Applicant s signature Date: 8"- " 0 l �0 Received by: Date._ OFFICIAL USE ONLY Initials Department Date of Date Reviewers Original Valuation: $ for Review Received Assigned Approved Approval Reviewer Additional Valuation: $ Sq.Ft x$ $ Building - i� Sq.Ft. x77 $ $ nning �-T Total New Valuation $ Public Q Health 8`�� Additional Fees: Additional Planning Dept. S re Mars a Additional Plan Review $ o � m - l j Q �� r, Z Additional Building Permit $ 1 (7 `b L Additional Plumbing $ Additional Mechanical $ Additional Conditions/Comments: Additional E.H.Dept. $ Other $ Total Amount Due: $ r. ' MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT FIRE MARSHAL M aIM�= Mason County Bldg. III, 426 West Cedar Street, Shelton, WA 98584 www.co.mason.waus Shelton (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 December 14. 2015 Fire Marshal Notes: Permit: COM 2015-00148 Name:Daniel Kirby Phone: 360-866-8446 Fire Marshal Review • Means of egress o IFC 1008.1.9.3 Locks and Latches o Isle widths o Common path of travel to exit access shall not exceed 75'IFC 1015 o No exit shall be more than 75' of travel from any one point in the building. IFC 1016 • Exit Access o IFC 1014 ■ "Egress shall not pass through adjoining or intervening rooms or areas..." • Exit signs shall be provided and internally illuminated IFC 1011 • Provide for emergency lighting • Provide Fire Extinguishers per IFC 906 • Provide Knox Box per Chapter IFC 506 on building and/or gates. • Complete Mason County Fire Flow Worksheet(attached) • It appears that a NFPA 72 Fire Alarm System will be required(separate permit) • Extraction processes require separate permit,if any. • All wiring must meet NFPA 70 and be inspected by WA State L&I • Wall must meet IFC Chapter 8"Interior Finish" • NFPA 704 Placards required for CO2 operations or other chemicals. • Fire Access per Mason County Title 14(Attached) Reviewed by:Jeromy Hicks �nP� `v CODEPRos December 9, 2015 Mason County DCD Barbara A. Adkins, Director 426 West Cedar Street Shelton, WA 98584 Re: Building Permit# COM2015-00148, 50 W. Westfield Ct. Occupancy Group: (None-Shell Only) Construction Type: V-B, Non-Sprinkled Occupant Load: (None-Shell Only) Dear Ms. Adkins, The construction plans for the 50x80 Shell building, Canopy Park, Building F, have been reviewed for compliance with the 2012 International Building Code, the 2012 International Mechanical Code, the 2012 Uniform Plumbing Code, and the 2012 Washington State Energy Code, as adopted by the State of Washington, as well as any locally adopted amendments to the codes. The construction plans have been found to be in substantial compliance with the adopted codes, and provided the special conditions identified below are incorporated into the building permit, we recommend approval of the construction documents in accordance with IBC Sections 107.3.1. The following special conditions should be made a part of the building permit: 1. Shell Only: This structure is to be constructed as a "shell only" and is not approved for any occupancy. Any use or occupancy of this structure will be in violation of the 2012 International Building Code and Mason County's Zoning Regulations unless a separate "Tenant Improvement" permit is applied for, approved, issued, and completed. Prior to any occupancy, an additional building permit is required based on the proposed use of the building, to address the Energy code envelope, interior layout and exiting, interior finishes, mechanical equipment, plumbing systems, etc. 2. Unheated Building. No mechanical heat or climate control system shall be installed without an additional building/mechanical permit being submitted, reviewed and approved. If mechanical heat is proposed to be installed at any time in the future, the building must be made to satisfy the building envelope requirements of the Washington State Energy Code in effect at the time of conversion to conditioned space. 3. Address Posting: Numerals for residential and commercial building addresses shall be conspicuously displayed on a contrasting background and shall satisfy CodePmt LLC Page 1 of 4 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com r the requirements of MCC 14.238.040. Property addresses shall be posted prior to requesting any inspections. If property addresses are not posted upon inspection, inspection may not be approved and a re-inspection fee may be charged and must be collected by the County prior to any further inspections being performed. 4. All Construction: All construction shall meet or exceed all local ordinances and the requirements of the 2012 International Codes as adopted by Mason County and Washington State. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy could result in permit revocation and/or Code Enforcement action. 5. Field Correct: The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the 2012 International Codes as adopted by Mason County and Washington State. Any corrections, changes or alterations required by a building or fire inspector shall be made prior to requesting additional inspections. 6. Reinspection Fee: All approved plans are required to be on-site for inspection purposes, and work to be inspected shall be complete and ready for inspection. If an inspection is called for and plans are not available on site, or the work is not ready for inspection, approval will not be granted. In addition, a re-inspection fee may be charged by the County prior to any further inspections being performed or approvals granted. 7. Permit Expiration: 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. 8. Final Inspection Required: 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 failure to obtain final approval prior to expiration will be documented in the legal property records on file with Mason County as being non-compliant with the county's ordinances and building regulations and may be referred to the County Attorney for action. 9. Certificate of Occupancy: No building or structure shall be used or occupied, and no change in the existing occupancy classification of the building or structure or portion thereof shall be made until the building official has issued a certificate of occupancy. As a shell building, a certificate of occupancy cannot be issued until the interior of the building is addressed in an additional, separate tenant improvement building permit. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the codes or ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. 10.Permit Validity: IBC 105.4/IRC R105.4: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code, or any other code or ordinance of Mason Codellilm LLC Page 2 of 4 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com l County. Permits presuming to give authority to violate or cancel the provisions of the building code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring correction of errors in the construction documents and other data. The building official is also authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinances of this jurisdiction. 11 .Electrical Permit Required. The electrical system shall be installed under a separate electrical permit issued by the Washington State Department of Labor & Industries (L&I). Electrical "final" inspections must be approved by L&I prior to requesting a building final. 12.Engineering or Architecture: 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, or changes are made without approval from the architect or engineer and the Building Official, approval will not be granted, and a re-inspection fee will be charged and shall be collected by the County prior to any further inspections being performed or approvals granted. 13.Soil Bearing Capacity: Assumptions were made in the design of the project in regard to the bearing capacity of the native soils. It is the contractor's/owner's responsibility to ensure upon excavation that the soil bearing capacity will satisfy assumptions and provide the necessary bearing capacity. Soils must generally be compacted to 95% Modified Proctor Density in accordance with ASTM D1557. All construction on fill soils shall be reviewed by a geotechnical engineer. If footings bear on fill material, a copy of the geotechnical engineer's report and recommendations shall be provided to the Building Department prior to scheduling any footing or foundation inspection. 14.Plan Review Requirements: The attached Custom Project Checklist and any identified corrections, along with the Energy Code Compliance Worksheet (when applicable) are part of the approved plans and must remain attached thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. All proposed changes to "APPROVED" building plans that affect compliance with the Codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by the Building and Planning Departments prior to construction. Failure to comply and/or removal of attached documents will result in failure of required building inspections. 15.Property Lines: All property lines shall be clearly identified at the time of foundation inspection. 16.Sales Taxes: This work is being done in Mason County. All sales tax for materials delivered to, or work performed in Mason County shall be sourced to Mason County. Prior to final approval, a completed supplier/sub-contractor list may be requested by Mason County to identify suppliers that delivered materials to the project site, and sub-contractors who performed work on the site. CedellIlm U Page 3 of 4 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com 17.Owner/Contractor: All contractors working in the State of Washington must be registered in accordance with RCW 18.27. There is significant risk and potential monetary liability to a homeowner who uses an unregistered contractor. To obtain information regarding contractor registration requirements and other helpful information for homeowners to protect themselves from un-registered contractors, please visit the Washington State Department of Labor and Industries (L&I) website at: www.Ini.wa.gov/tradeslicensing/contractors . It has been our pleasure to work with you on this project with our mutual desire for safety in the built environment. If you have questions or concerns, please contact CodePros at 360-801-0543, or contact me directly at mbarth(a codeproswa.com . Sincerely, f '. Digitally signed by Michael J.Barth,M.C.P. Date:2015.12.09 20:59:59-08'00' Michael J. Barth, M.C.P. Building Code Consultant OleP=LLC cc:file CodePros,LLC Page 4 of 4 P.O.Box 185 Allyn,WA 98524 CodeProsWA.com