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HomeMy WebLinkAboutCOM2013-00048 Storage Shed, Eco Block Found., Canvas Cover - COM Permit / Conditions - 7/15/2013 0 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670, ext. 352 4 Shelton, WA 98584 COMMERCIAL BUILDING PERMIT COM2013-00048 OWNER: WASHINGTON STATE DEPT OF TRANSPORTA RECEIVED: 4/16/2013 CONTRACTOR: LICENSE: EXP: ISSUED: 7/15/2013 SITE ADDRESS: 631 W DAYTON AIRPORT RD SHELTON EXPIRES: 1/15/2014 PARCEL NUMBER: 420023260010 LEGAL DESCRIPTION: TR 1 OF N1/2 SW PROJECT DESCRIPTION: DIRECTIONS TO SITE: CONSTRUCT 26X30 STORAGE SHED, ECOLOGY BLOCK ENTER AT ST PATROL AC. FOLLOW TO WSDOT GATE FOUNDATION AND CANVAS COVER FOR SAND STORAGE General Information Construction&Occupancy Information No. of Units: 1 Type of Constr.: VB Type of Use: Insp.Area:Type of Work: ACC Fire Dist.: No. of Bathrooms: Occ. Group: S Valuation: $ 31,067.00 No. of Stories: 1 Exit Design. Load: Building Height: 14 Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: 780 Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline&Planning Information Front: S 41.00 Ft. Shoreline: Ft. Rear: N 200.00 Ft. Slope: Ft. Water Body:na Shoreline Desig.: Not Applicable Side 1: E 100.00 Ft. SEPA?:No Comp. Plan Desig.: Rural Side 2: W 350.00 Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: COM2013-00048 Please refer to the following pages for conditions of this permit. Page 1 of 5 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee TIN al1R/9n14 Ginn 97 St,)Minn Planning Review Fee TIN dilRnnti oin nn gi9nlinn Building State Fee TIN All AM14 1a rn ctgMAnn Building Permit Fee T\N All ROM 3 �dri1 Q9, ctgMinn IFC Plan Check Fee I aw 7isigMA A15n 13 gigMsnn Total $1,246.85 CASE NOTES FOR COM2013-00048 CONDITIONS FOR COM2013-00048 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 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 NVI 2) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 1CV✓\ 3) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X KM 4) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 1�VA 5) PER TITLE 14 MASON COUNTY BUILDING CODE -CHAPTER 14.17, STANDARDS FOR FIRE APPARATUS ACCESS ROADS - 14.17.110: Afire 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. x 16\/V_ COM2013-00048 Page 2 of 5 6) The membrane material must bear a label on all panels that show it meets the standards of NFPA 701. X I{ba The site is required to have a knox box on the main gate per section 506 of the 2009 IFC, please contact the local fire distrcit for more information and inspections. X KM One 2A10BC fire extinguisher is required to be mounted no more than 60 inches above the ground and with a maximum travel distance of 75 feet in any direction. X Kyv\ 7) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X 1!�_M 8) The approved site plan is required to be on-site for inspection purposes. If inspection is called for and the site plan is not on site, Approval WILL NOT be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X k<yyk 9) This structure is approved as an unheated space as identified by by the Mason County Semi-heated Building Exemption Guidelines. X �v\ 10) Any changes in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and collected by the Mason County Building Department prior to any further inspections being performed or approvals granted. X K�v1 11) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF USE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x }(-M 12) Changes to approved building plans that affect compliance to the current Washington State Energy Code (WSEC), ventilation requirements), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction. X k 13) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. x kiA 14) All property lines shall be clearly identified at the time of foundation inspection. X 1LVv1 15) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. X (LIM COM2013-00048 Page 3 of 5 16) 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. This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection. The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. OWNER OR AGENT: i� y�[w'yjn DATE: COM2013-00048 Page 4 of 5 MASON COUNTY PERMIT NOOM—),9O! BUILDING PERMIT APPLICATION 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 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner WA1-R%n6io�t S{Am Depk. o4- TOANSPoRTATt'oi'l Company Name NoQ+)uxsT CoveeAl1 .:r_�. Mailing Address P.o. 8ox 471440 okyMaA.wA g85o4.-i14y0 Mailing Address 23322 tJ. NjgEk2" 2S City nwcf Q;A StatesVA Zip Code 99�O`►-74yo City NA�,nI State 1Q_Zip Code 8'380( Phone C360')35 7-26'Z5 Other Ph.(Ap)790-o49-7 Phone i-9co-779-71 13 Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address Mernvr-LK a WS06 .LOA, Gov E Mail Address bt ando n�noQ�i„�,esfcoverzA�1,cone Drivers Lic.# DOB Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic X Connect to Water System Name of Water System Well Water System Name of Water System W ATe2 race o4ed -Front S;,fe PAkroli s4e- ne�-F--ko V.S, PARCEL INFORMATION - 12 Digit Parcel No. Ai 200 Z32(-oo t o Fire District Legal Description -E21) R IiW VJM NW 1/4 Sw t'4y sec. 2 Site Address(Please include street name, street number and city)W G33 Da i-lonl-AiRpQP-+ R6A � , Sh,e-4nrn Directions to site i loe-ln oA --Aak- Nw\J to 1 rw L+ 40 Atrt�. L 42 r7n W Z aA44 , A�IQnn24 Raacl. e t k o u) c U)SUCT GATS. Will timber be cut and sold in parcel preparation? Yes/ o Is property within 200' of Saltwater Aj n Lake River/Creek N o Pond h�d Wetland L CIO Seasonal Runoff _bLC--Stream nln Slopes or Bluffs ) 15% �-Ib Is this permit submittal the result of a Stop Work Notice, Correction Notice or other enforcement action?Yes o TYPE OF JOB - Newer Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL Use of Building 5Ann C% oOQAC� Describe Work CnA,4 24oK, so' stor A6 s ecat234 ln(mu-F'ou"d r{-fo).jEe No. of Bedrooms Ufa No. of Ba hrooms�/A Square Footage- 1st Floor 780 2nd Floor N46 3rd Floor s/A Basement. fl— Deck NA Covered Deck Ll 4� —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,1 have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OJ LA �; On X Date; 4'Lo l3 caner/ wners Re resentative Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW JPIROVED DENIED NOTES Building Department 7-5- 3 Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbincl& Base Fee Planninq Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES Mason County Map Output Page Page 1 of 1 Mason County Map Ir Lake W p INNS -�.� W DAYTDN AIttPORT RD,,r�_ W USNESS PARK RD � o b: Po. - miow �. 14 v n t473lt DISCLAIMER AND LIMITATION OF LIABILITY: The data used to make this map have been tested for accuracy,and every effort has been made to ensure that these data are timely,accurate and reliable.However,Mason County LEGEND makes no guarantee or warranty to its accuracy as to labeling,dimensions,or placement or location of any map features contained herein.The boundaries depicted by these data are Roads � Federal lands approximate,and are not necessarily accurate to surveying or engineering standards,and are intended for informational purposes only.Mason County does not assume any legal liability Higttnays City of Shelton or responsibility arising from the use of this map in a manner not intended by Mason County. Rivers 8 Streams [� County Boundary(ONR) In no event shall Mason County be Iiable for direct,indirect,incidental,consequential, special,or tort damages of any kind,including,but not limited to,loss of anticipated profits psrosls Commissioner D+sincts or benefits arising from use of or reliance on the information contained herein -' Sectionsr Lakes 0 2009-Mason County GIS 100 W.Public Works Dr CD Townships Puget Sound 8 A"aler Lakes Shelton,WA 98584 http://mapmason.co.mason.wa.us/servlet/com.esri.esrimap.Esrimap?ServiceName=amason... 4/16/2013 Page 1 of 2 Larry Waters -Re: Brandon, From: Brandon Johnson<brandonpnorthwestcoverall.com> To: Larry Waters<Law@co.mason.wa.us> Date: 6/11/2013 1:19 PM Subject: Re: Brandon, Attachments: Page 340 from 2009 International Building Code.pdf Hi Larry, here is the Engineering Firm's response with code section you requested. Respectfully, Brandon Actually, under IBC code section 1613.1, earthquake load (seismic) is not required for low-haz storage structures intended only for incidental human occupancy equal to Ag use.The Salt storage cover we have here is similar to that. See the attached code copy. Please forward to plan checker. HW Engineering Hongyu Wang, P.E., S.E. 10530 Hope Mills Drive Las Vegas, NV 89135 Brandon Johnson 1.800.778.7113 www.NorthwestCoverall.com www.Fabri-Steel.com "I'm a great believer in LUCK, and I find the harder I WORK,the more I have of it." - Thomas Jefferson On Mon,Jun 10,2013 at 1:09 PM, Larry Waters<Law ,co.mason.wa.us>wrote: Mason county has always asked for both the wind and the seismic clac's even if wind governs,please ask the engineer to provide the code section that exempts him from doing a full structural calc. or provide the calculations as requested. Larry Waters Mason County DCD Building/Fire inspector IV >>> Brandon Johnson<brandon(a)northwestcoverall.com> 6/10/2013 1:01 PM>>> HI Larry, I just received a response from the foundation engineer. Please see his statement below. If you have any specific questions,please let me know how I may assist. Respectfully, Brandon Johnson file:///C:/Users/law/AppData/Local/Temp/XPgrpwise/51 B723FEMasonmail l 00133793611... 6/12/2013 Page 2 of 2 Hello, Brandon,we have never ever been asked to provide seismic calculation for Block foundation. Earthquake will NOT control design. It is WIND load controlling design due to super structure above. Could you please point out this to building department official?**** ** ** *HW Engineering* Hongyu Wang, P.E., S.E.**** 10530 Hope Mills Drive**** Las Vegas,NV 89135**** Phone: 702-202-0061**** Cell: 702-506-6589**** Fax: 702-221-9962**** Email: hongyu@hwengineeringUSA.com**** www.hwengineeringUSA.com<http://www.hwengineeringusa.com/>**** *From:* Brandon Johnson [mailto:brandonanorthwestcoverall.coml *To:* Hongyu Wang *Subject:* seismic questions I file:///C:/Users/law/AppData/Local/Temp/XPgrpwise/51B723FEMasonmai1100133793611... 6/12/2013 J STRUCTURAL DESIGN 2.3. For breakaway walls designed to resist a nominal SEISMIC-FORCE-RESISTING SYSTEM.That part ofthe load ofless than 10 psf(0.48 kN/m� or more than structural system that has been considered in the design to pro- 20 psf (0.96 kN/m�. construction documents vide the required resistance to the prescribed seismic forces. shall include a statement that the breakaway wall is designed in accordance with ASCE 24. SITE CLASS.A classification assigned to a site based on the types of soils present and their engineering properties as defined in Section 1613.5.2. SECTION 1613 SITE COEFFICIENTS.The values ofFa and Fyindicated in EARTHQUAKE LOADS Tables 1613.5.3(1)and 1613.5.3(2),respectively. I 1613.1 Scope.Every structure,and portion thereof,including 1613.3 Existing buildings.Additions, alterations, repairs or nonstructural components that are permanently attached to change of occupancy of existing buildings shall be in accor- structures and their supports and attachments, shall be dance with Chapter 34. designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7,excluding Chapter 14 and 1613.4 Special inspections. Where required by Sections Appendix IIA. The seismic design category for a structure is 1705.3 through 1705.3.5,the statement of special inspections permitted to be determined in accordance with Section 1613 or shall include the special inspections required by Section ASCE 7. 1705.3.6. Exceptions: 1613.5 Seismic ground motion values. Seismic ground 1. Detached one-and two-family dwellings,assigned to motion values shall be determined in accordance with this sec- Seismic Design Category A,B or C,or located where lion. the mapped short-period spectral response accelera- 1613.5.1 Mapped acceleration parameters.The parame- tion, Ss, is less than 0.4 g. ters 55 and 51 shall be determined from the 0.2 and I-second 2. The seismic-force-resisting system of wood-frame spectral response accelerations shown on Figures 1613.5(1) buildings that conform to the provisions of Section through 1613.5(14). Where 51 is less than or equal to 0.04 2308 are not required to be analyzed as specified in and 55 is less than or equal to 0.15,the structure is permitted this section. to be assigned to Seismic Design Category A. 3. Agricultural storage structures intended only for inci- 1613.5.2 Site class definitions.Based on the site soil prop- dental human occupancy. erties,the site shall be classified as either Site Class A,B,C, 4. Structures that require special consideration of their D,E or F in accordance with Table 1613.5.2.When the soil response characteristics and environment that are not properties are not known in sufficient detail to determine the addressed by this code or ASCE 7 and for which other site class,Site Class D shall be used unless the bUilding offi- regulations provide seismic criteria,such as vehicular cialor geotechnical data determines that Site Class E or F bridges, electrical transmission towers, hydraulic soil is likely to be present at the site. structures,buried utility lines and their appurtenances 1613.5.3 Site coefficients and adjusted maximum con- and nuclear reactors. sidered earthquake spectral response acceleration 1613.2 Definitions.The following words and terms shall, for parameters.The maximum considered earthquake spectral the purposes ofthis section,have the meanings shown herein. response acceleration for short periods,SAS and at I-second DESIGN EARTHQUAKE GROUND MOTION.The earth- period, SMl' adjusted for site class effects shall be deter- quake ground motion that buildings and structures are specifi- mined by Equations 16-36 and 16-37,respectively: cally proportioned to resist in Section 1613. SAC-FaS= (Equation 16-36) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION.The most severe earthquake effects considered by SMI=F.SI (Equation 16-37) this code. where: MECHANICAL SYSTEMS. For the purposes of determin- ing seismic loads in ASCE 7,mechanical systems shall include Fa = Site coefficient defined in Table 1613.5.3(1). plumbing systems as specified therein. F,, = Site coefficient defined in Table 1613.5.3(2). ORTHOGONAL. To be in two horizontal directions, at 90 Ss =The mapped spectral accelerations for short periods degrees (1.57 red) to each other. as determined in Section 1613.5.1. SEISMIC DESIGN CATEGORY.A classification assigned 51 = The mapped spectral accelerations for a I-second to a structure based on its occupancy category and the severity period as determined in Section 1613.5.1. of the design earthquake ground motion at the site. 340 2009 INTERNATIONAL BUILDING CODE® Page 1 of 1 Larry Waters -Re: Brandon, From: Brandon Johnson<brandongnorthwestcoverall.com> To: Larry Waters<Law@co.mason.wa.us> Date: 6/10/2013 1:00 PM Subject: Re: Brandon, CC: "McMullan, Kelly" <McMu11K@wsdot.wa.gov> Attachments: TR26-38-90-10 w STAAD.pdf; 12oz FR fabric P708WW.pdf Hi Larry, here is a STAAD file (to accompany previously provided plans) for the unoccupied/low haz salt storage structure for WSDOT. Also, here is data on the fabric FR properties meeting NFPA701 requirements in both UBC and IBC codes. I am working on getting clarification from the foundation engineer for the seismic calcs for the foundation. Hope to have that soon. Thanks, Brandon Brandon Johnson "I'm a great believer in LUCK, and I find the harder I WORK, the more I have of it." - Thomas Jefferson On Tue,Apr 30, 2013 at 10:23 AM,Larry Waters<Lawna co.mason.wa.us>wrote: Brandon, Re: Permit application for WA. St. DOT Location: 633 Dayton Airport rd Shelton WA. 98584 I am requesting additional information for the membrane structure proposed for Washington State DOT: The plans submitted did not include structural calc's for the truss system only for the foundation system. Also the structural calc's for the foundation did not include seismic design information. I understand wind most likely governs but the seismic analysis is still required. Information on the membrane material is also required, does it meet NFPA 701 frame propagation performance treatment under section 2404.2 and labeled per section 2404.3 of the 2009 International Fire code. Thank you for any information that can be provided. Larry Waters Mason County DCD Building/Fire inspector IV file:///C:/Users/law/AppData/Local/Temp/XPgrpwise/51 B5CDD 1 Masonmail 1001313 79361... 6/10/2013 • • • • • . • • • • • • • • • . . • . • • • . . • • . • • . • . • • • • • . • • . . . • . • • • . . . . . . . . . . . . . . . . a'�• . . . . . . . . . • • . . • . • . . . . . • . . . • • • • . . . . . . . . . . . . . . . . . .' . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . O . . . • . . . . . . . . . . . . O - . . . a - - - • - - . . . • . . . . • . . . . . . 0 0 a a a 0 a a 0 0 a a a a a 0 0 a a a 0 a a 0 0 a a • .• • . • . • • . • . . • • . . . . 0 0 • . • • . . . . . • • . . . • . . • . • • . . • • . . • . • . . . Proposed26' - - - - - - - - . . . . . . x 30' Sand •... ..... . . . . . ...•.-. Storage . . / Structure . . • • • . . . . • 0' . . . . . . . . . 0 . . . •.•. . . . . . . // •/ . . . . . . . ... . ........ . - • • . 278-6" PLANNING : ALL SETBACKS ARE MEASURED FROM THE FURTHEST 400-0' PROJECTION OF THE BUILDING „ ew bld9 1 // SHELTON 3223DFOO / 633 W Dayton-Airport rd. / T 20 R 4W WM //j//% /%/j /% /%/%%/ NW 1/4 SW 1/4 SEC. 2 PARCEL 420023260010 �j Oil APPROVED / /%% MASON C0UN Y DCO PLANNING / ,/ / /% // ./ % j / SITE PLAN RECIJi.�ED TO BE ON SITE CHANGES SU3!L::T i J APPROVAL / �/ �/ /% �%//%//% / By Date _ {�-- i // A "061/ /%/j 77'-11" 57'-U"