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HomeMy WebLinkAboutCOM2007-00102 Cancelled Coach - COM Application - 1/16/2008 MASON COUNTY PERMIT NO. � BUILDING PERMIT APPLICATION Cpm 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 rO�+-�' O,�-c�,,¢,t 54oJ 4- ec,q.,i j Company Name )f Mailing Address • O• Mailing Address City • State LOA_Zip Code aW56 -bl City State Zip Code Phone 3 W- Other Ph: Z06-51S- Z 0 Phone Other Ph. -Lie Contractor Reg. Exp. vt IF E Mail Address nrivtzr--I ir._ # Drivers Lic.# 3 3 - LpOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Se tic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. 32 1133 DOotoe�) Fire District Legal Description J1,PrLh6m s c .c . 3 3 o,j 'j Z to Site Address (Please include street name, street number and city) E, r' !Zo Directions to s1te Ail a i 14,aA s zS 6- Z4 tDkk,, S ► kd . 4- Will timber be cut and sold in parcel preparation?Yes/ o Is property within 200' of Saltwater Lake River/Creek Pond Wetland_L__Y�, _Seasonal Runoff Stream Slopes or Bluffs Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action? e o TYPE OF JOB - New X Add Alt Repair Other PRIMARY R IDENCE ❑ SEASONAL ❑ Use of Building Describe Work _ li No. of Bed�rQ IA No. of Bat room quare Footage- 1 st Flo r 3Z0 2 loor A 3rd Floor �" Basement A Deck overed Deck Other Garage Attached Detached Carport Attached A61 Af Detached MANUFACTURED HOME INFORMATION - Make P+114'c. M06,4- Model _1 Year S Length 32' Width_�Serial No. No. of Bedrooms N No. of Bathrooms .` D — Replacement Unit? Yes/ Type of Heat P rc ase Price$ p � dS InstallerName Rcr��� ♦ G Certification No. L OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. 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 F ? OGRES IN PECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 AYS WILL INVALIDATE THE APPLICATION. X Date: b 6 Owner Cowners Representativ Contractor (indicate which one) %I FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date ` ) DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department t /- /&- Planning Department n " Environmental Health Department Y Fire Marshal FEES Building Permit Fe 4 !y �. 2� Site Inspection Plan Review Fee �e0 f7. 31 EH Review Fee Plumbing & Base Fee A PlanningReview Fee Mechanical & Base fee Other /'�O.ov Wood /Gas/ Pellet Stove Fee State Fee Violation Feese� ' e� Pre-Paid at Submittal fQ h Valuation $ TOTAL FEES �pN CO MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 186, Shelton, WA 98584 1854 www.co.masonma.us Shelton (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 August 27,2007 Port Orchard Sand&Gravel PO Box 181 Port Orchard,WA 98366-0181 Re Building Permit Number: COM2007-00102, Scale house/office Dear Applicant, Thank you for submitting the building permit application referenced above. In order to complete the building department review additional information will be needed which is listed below. PLAN REVIEW REQUIREMENT COMMENTS: C9 1. -- Please provide Labor&Industries approval showing the approved occupancy classification for the unit. Please provide a foundation plan,stamped by a Washington State licensed design professional,identifying foundation system and details. C3. Please provide a floor plan,drawn to scale,showing the use of rooms. @ � Please provide construction plans for landings and accessible ramp(s). S / nM(e floor plan submitted with the permit did not identify a restroom. Compliance to required plumbing fixtures must e-dbe demonstrated. Please identify the location of accessible restrooms. Please show how compliance to accessibility will be demonstrated including parking location,route to structure, plumbing fixtures,etc. To complete an engineered analysis your design professional will need the following information: Snow load: 25 psf Wind load: 85 mph,exp"B" k Seismic zone: D1 When you have compiled the requested information please submit it to the Mason County Building Department,attention D. t, Coker. Please respond to comments,in writing,in the order listed. Revisions,required as a result of the engineered design, must be transferred onto proposed building plans. Where required,.please return two sets of revised plans and documents along with two sets of calculations. If you have questions please contact meat(360)427-9670 ext.510 or via e-mail at: dlc@co.mason.wa.us Sincerely, FILE De era Coker Mason County Building Department COPY Plans Examiner oN-STA MASON COUNTY �Py c �� DEPARTMENT OF COMMUNITY DEVELOPMENT M11 o o N Planning Division 7 N y ti P O Box 279, Shelton, WA 98584 (360)427-9670 1864 NOTIFICATION OF INCOMPLETE APPLICATION August 29, 2007 PORT ORCHARD SAND AND GRAVEL PO BOX 181 PORT ORCHARD WA Parcel No.: 321333000000 Project Description: Commercial Coach 10'x30 Dear Applicant: You have submitted a permit application (case no. COM2007-00102) for proposed construction or development in the county. Upon review of your application, I have determined that the contents of the application are incomplete or do not provide enough detail for review. Therefore, review of your application will not proceed until the necessary information is provided (see the comment section of this letter for details.) Once the information is submitted and the application is complete, I will continue to process your application accordingly. If the additional information is not provided to the County within 180 days of this request, the application shall expire and no further action on the proposed development shall take place. Please contact me at (360) 427-9670, ext. 593 if you have questions. Sincerely, - ebecca Sincerely,*- Land Use Planner Mason County Planning Department II 8/29/07 Page 1 of 2 COM2007-00102 y Rrrm i t COM OO7-Co t o 2. Q�Itcd 'o cot, MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 186, Shelton, WA 98584 1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 August 8, 2007 Port Orchard Sand and Gravel Attn: Mike Shoe P.O. Box 130 Auburn, WA 98273 k RE: Mason County Building Code Violations Site Address: 1430 McEwan Prairie Rd., Shelton, WA •o �,��` Legal Description: W1/2 SW ao d Parcel No.: 32133-30-00000 To all interested parties: The Mason County Building Department has received a complaint for a Commercial Coach being used as commercial office space at the address listed above. A site investigation was done on July 30, 2007 and Mason County staff gave a verbal notice to your employee, Jerry, who was asked to contact our office. On August 2, 2007, 1 received a phone call from Mike Shoe, who was told that the Commercial Coach on site requires a permit, he assured me that a permit would be acquired. As to date, no permits have been applied for. You are required to submit for permits prior to August 16, 2007 to resolve this issue and avoid additional enforcement actions. I have included a copy of the Mason County Code Chapter 14.40 that explains the requirements for all Commercial Coaches. Failure to make the necessary arrangements by August 16, 2007 with Mason County will result in additional enforcement action. If you feel you have received this notice in error, please contact me immediately at (360) 427-9670 ext 356 to discuss your concerns. Sincerely, Mud( 1�kxa-ll Mindi Brock Building Inspector/Code Enforcement Cc: Property File LAW OFFICES GORDON,THOMAS, HONEYWELL, MALANCA, PETERSON & DAHEIM LLP TACOMA OFFICE SEATTLE OFFICE 1201 PACIFIC AVENUE. SUITE 2200 ONE UNION SOUARE POST OFFICE BOX 1157 600 UNIVERSITY, SUITE 2100 TACOMA. WASHINGTON 98401-I I57 SEATTLE. WASHINGTON 98101-4185 (253) 620-6500 (206) 676-7500 FACSIMILE (253) 620-6565 FACSIMILE (206) 676-7575 REPLY TO TACOMA OFFICE WILLIAM T. LYNN ���fff �j ATTORNEY AT LAW � � � 6r � '¢,� DIRECT (253) 620-6416 @rN �,r ,,,X��� (206) 676-6416 E-MAIL lynnW09th-Ia W.COR1 ��{� �7,f1 September 5, 2007 i MCCD - P'LANNING Rebecca Hersha Land Use Planner Mason County Planning Department PO Box 279 Shelton, WA 98584 RE: Port Orchard Sand and Gravel Parcel No. 321333000000 Building Permit Application No. COM2007-00102 Dear Ms. Hersha: We represent Port Orchard Sand & Gravel and have been asked to respond to your letter dated August 29, 2007 and the attached comment about incompleteness. We are specifically responding to the comment that the proposal is a nonconforming use and that a rezone is required. We do not agree. The sand and gravel mine processing facility was approved by the Mason County Hearing Examiner on July 10, 2003. The permit is valid for 25 years from the date of issuance. In the course of review, the Hearing Examiner considered a variety of exhibits including an Environmental Impact Statement. The documents received by the Hearing Examiner included a proposed lay-out for an operations plan for the facility, and the plan specifically showed a scale house. A copy of Figure 6, the Operations Plan, is enclosed with this letter. Thus, the scale house use was specifically approved as part of a permit that this still in effect and the use is not a nonconforming one. The proposal specifically conforms to an approval that remains in effect for a number of years. We request that you review the file associated with the Hearing Examiner's decision to confirm for yourself that the operation, including the scale house, are approved uses. Even if the use was nonconforming, the scale house is a part of what was approved and is lawful. Port Orchard Sand & Gravel is certainly willing to process the building permit application as evidenced by its timely submittal. We request that you process and ultimately issue the building permit provided it complies with other elements of the applicable codes. In [1391501 vl.doc] ,► . It GORDON,THOMAS, HONEYWELL MALANCA, PETERSON & DAHEIM LLP September 5, 2007 Page 2 the meantime, any further correspondence directed to the lawfulness of the use itself should be directed to the undersigned. Very truly yours, William T. L WTL:fto Enclosures cc: Mike Schuh Dean Moergeli [1391501 vl.doc] LAW OFFICES GORDON,THOMAS, HONEYWELL, MALANCA, PETER-SON & DAHEIM LLP TACOMA OFFICE SEATTLE OFFICE 1201 PACIFIC AVENUE. SUITE 2200 ONE UNION SOUARE POST OFFICE BOX 1157 600 UNIVERSITY, SUITE 2100 TACOMA. WASHINGTON 96401-1 1 5 7 SEATTLE. WASHINGTON 96 1 0 1-4 1 65 (253) 620-6500 (206) 676-7500 FACSIMILE (253) 620-6565 FACSIMILE (206) 676-7575 REPLY TO TACOMA OFFICE WI LLIAM T. LYN N ATTORNEY 6 LAW RECEIVED DIRECT (253) 20-6416 (206) 676-6416 E-MAIL Iyn nw6gth-1aw.com OCT 2WIa October 3,2007 426 W. cED1R STI Debbera Coker Mason County Building Department Department of Community Development Mason County Bldg. III 426 West Cedar Street P.O. Box 186 Shelton, WA 98584 RE: Building Permit No. COM2007-00102 (Scale house/office) Port Orchard Sand &Gravel Dear Ms. Coker: We represent Miles Sand & Gravel and Port Orchard Sand & Gravel and are responding to paragraph 5 of your letter dated August 27, 2007. As you know, the scale house is a commercial coach bearing an insignia issued by the Washington State Department of Labor and Industries. As a result, it is subject to RCW 43.22.410 which reads: "Any mobile home, commercial coach, conversion vending units, medical units, recreational vehicle and/or park trailer that meets the requirements prescribed under RCW 43.22.340 shall not be"required to comply with any ordinances of a city or county prescribing requirements for body and frame design, construction or plumbing, heating and electrical equipment installed in mobile homes, commercial coaches, conversion vending units, medical units, recreational vehicles, and/or parked trailers." Therefore, we, do not believe the plumbing provisions of county codes can be made applicable to this building. In any event, Port Orchard Sand & Gravel has a maintenance contract for the portable toilet that serves the building. Even if the above provision were not applicable, the maintenance contract and use of the portable toilet should qualify as an alternate method of achieving the end sought by the provisions of the International Building Code. [1393921 v02.doc] GOKDON.THOMAS, HONEYWELL MALANCA, PETEKSON & DAHEIM LLP October 3, 2007 Page 2 We would be happy to discuss this with you further. Very truly yours, OA- William T. L WTL:kaw cc: Mike Schuh [1393921 v02.doc] 0 COO MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street -- = PO Box 186, Shelton, WA 98584 1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 October 5,2007 William T Lynn C/O Gordon,Thomas,Honeywell,Malanca,Peterson&Daheim LLP PO Box 1157 Tacoma,WA 98401 FAX: (253)620-6565 Subject: Building Permit Number COM2007-00102,Port Orchard Sand&Gravel Response to your letter dated October 3,2007 concerning item number 5 included in the comment letter to Port Orchard Sand&Gravel dated August 27,2007. Dear William T Lynn: A copy of Chapter 29,Washington State Amendment to the 2003 International Building Code(IBC)is enclosed. The chapter addresses plumbing system requirements. Note that Section 2902.2.2.1 specifies that plumbing fixtures shall be located in each building or conveniently adjacent thereto on the same property. Section 2903.3 specifies that each required sink,lavatory, bathtub and shower shall be provided with hot and cold running water necessary for its normal operation. Note that our office is not requesting that the structure be altered. Our office is requesting information that demonstrates compliance to the referenced code requirements. Included in the enclosure find Section 2902.1.1,second paragraph;"plumbing fixtures need not be provided for unoccupied buildings or facilities."You may find this code section helpful if the applicant can demonstrate that the building is not normally occupied. It does not appear that the code section is applicable based upon the information that was provided with the submittal documents. We hope you find this information useful in order to assemble information requested in the comment letter dated August 27, 2007. If you have additional questions please call me. Sincerely, Debbera Coker Lead Plans Examiner Mason County Building Department (360)427-9670 ext. 510 Enclosure(1) Chapter 29—Plumbing Systems,Washington State Amendment to the 2003 IBC cc: Mike Schuh Port Orchard Sand&Gravel PO Box 181 Port Orchard,WA 98366-0181 r (1/16/2008) Debbera Coker- Port Orchard sand& Gravel Page 1 i From: Mark Core To: Debbera Coker `v Date: 1/16/2008 9:02 AM `t l Subject: Port Orchard sand & Gravel r Attachments: Mark Core.vcf CC: Barbara Robinson; Larry Waters After reviewing your provided information and consulting with Barb Robinson consensus is that thb,por&'fle honey bucket would be an acceptable practice for this type of operation.The perMit would require to be conditione'a,4e the inspector could verify at time of final inspection the sanitation and the provisions for hot and cold running water. I'm still concerned about the discharge of the grey water and how we should handle it. It may be such a small amount that it is not of concern, but still we should ask the question. Thank you, Mark Core Permit Center Manager Mason County P.O. Box 186 Shelton,WA.98584 (360)427-9670 Ext.357 R)YfGo"- ,��uU4 2S3 — �33 -3105 � �C�c7 Vo &N 13 D -3 Zl 33 — 30 — DOG ac) IVw r a r 3 w c AA ra ' i , e A s �1Gtf,�G � � ls��-F- ��uqi« t� � 071 4 Wt& 6wkxwj ua&k lq ,qo mc AAA 4CM jznSfirU-k;n6Y1 (�►'�� IA A � i (m7/2007) Mark Core -development at McEwan Prairie Gravel Mine Page 11 From: Pam Bennett-Cumming To: Mark Core Date: 7/26/2007 10:13 AM Subject: development at McEwan Prairie Gravel Mine CC: Barbara Robinson Hi Mark, Barb asked me to contact you and request that an inspector swing by McEwan Prairie Gravel mine -- McEwan Prairie Rd and railway lines - south side of the road -- parcel no. 32133300000. Apparently there are structures out there (likely trailer office etc.) and no bld permits show in Tidemark. If you could let me know what happens, then I will pass on the info to the Squaxins, who noticed it. Thanks - pam Pam Bennett-Cumming, M.E.S Senior Planner - Watershed Planning & Regulatory Issues Mason County Department of Community Development 411 North 5th PO Box 279 Shelton, WA 98584 phone: (360) 427-9670 x287 fax: (360) 427-8425 email: pambc@co.mason.wa.us ­7 /7-7/0 7 �y ( I � � , C�•.` � v u ,�cl � Qr-, Po r\ P410A S. Ie,/R an 1h e %e �o.n� i `�� _�__F*y 0-"\ site, �Oc�a`'d s ,tg���c��/ �i�o/�/ �► w /�'L i n vl�`S Ga�-rh �S Co„`rC``�f �'I' Y�11fSvyr /-:Z lee Iz?z71 6t CJ -7/*7 -r Page 1 of 1 Debbera Coker - parcel 321333000000, Port Orchard San & Gravel From: Debbera Coker To: Brock, Mindi Subject: parcel 321333000000, Port Orchard San &Gravel Hi Mindi, I prepared a letter for mail to Port Orchard Sand & Gravel concerning the modular unit, COM2007-00102. Sometimes the applicant does not respond....wanted to give you heads up as perhaps enforcement should nudge there—unless you have some other thoughts. C OP about:blank 8/27/2007 ' 8/27/2007 Tags for Parcel # :321333000000 11:50:20AM T I D E M A R K COMPUTER SYSTEMS, INC. Use Code Value Value Hold Description Notes Updated By W[LL F Hold Well Related Flag-See Note Whenever this parcel applies for a well cert.,please inform 1/21/2004 RAM planning staff,Rick Mraz x577. RAP N None ROAD ACCESS PERMIT RECEIVED 7/29/2004 TW AFP N None Address Fee PAID ADDRESS FEE PAID RECEIPT#S12005-3896 11/28/2005 GMM VIOL F Warning Violation Verbal notice given,a permit is needed for the Commercial 8/8/2007 MB Coach on site being used as a commercial building,this is not a job shack,as it is not being used as a temporary structure.No fines alloted at this time as they are due in prior to.Aujmst 16 2007.If no permit applied for,a BCC case will be opened. 017 0 4114�- 1 of 1 ParcelTags..rpt Page 1 of 1 Debbera Coker - Demonstrating compliance to IBC Chapter 29 From: Debbera Coker To: MNOOT@co.pierce.wa.us Subject: Demonstrating compliance to IBC Chapter 29 Hello Mr. Noot, During a meeting with representatives of Port Orchard Sand &Gravel, we discussed the need for plumbing fixtures equipped with not&cold water as specified in Washington Amendments, Chapter 29. Representatives stated that they had been allowed to use sanicans for similar uses in Pierce County. The particular project includes a gold label modular unit to be used as a weigh shack, occupied by staff for various periods during the day and during inclement weather. Has Pierce County developed a policy that addresses when sanicans would be allowed in lieu of plumbing fixtures equipped with hot&cold running water as required in Washington State Amendment, Chapter 29.? If you have a process or policy in writing it would sure be nice to have. C e2% UP f:O/t L�Mw about:blank 11/13/2007 Memorandum To: Mark Core, Barb Robinson, & Larry Waters From: Debbera Coker&orcherd Date: 01/10/08 Re: Staff review of Sand & Gravel project, restroom proposal Attached is a proposal received from Port Orchard Sand & Gravel concerning the restroom issue. In addition, correspondence addressed to the applicant and their attorney describing the code requirement, is also attached. During a meeting with their attorney, William Lynn and applicant representative, Mike Schuh on November 13, 2007 this issue was discussed at length, as the owner does not wish to install an on-site septic system. At the conclusion of the meeting, it was decided that the applicant would submit a proposal and supporting information. After you complete your review, can we meet to discuss and make a decision on their proposal....Monday? 1 APPROVIED. Y<: MASpfV BOUNTY D PLANNING —" • r SITE f?L-,�►N hEQfltRl:D BE ON SITE S ARE ASURED N SSUBJECT1O PPROVAL .� ;' ;!t. r THE FU THEST R��p ^ - ;- orb r d. PRp4R1E -f ''" - TIQN 4F"1`HE BUILDING r, 5d"6�FFP S P AVED PRIVATE r it ��X' �rrerse ACCESS '' .. •/ r?:, f� ? - WP&COVERED....� . EQUIPMENT STORAGE / FENCES EWA .)FNr,E TREESP LA T CKPII, k II a % x ROCK.$TACK }�•. i !,. {�,� , RETENTION 4AN c ":C_ ?S AND � � ;CRUSIift+IG, BCir�gl,�� INFILTRATION" o SLANT .• AGGREGATE' i! a FAIL L0 DIN. j t •PACILIIY' I Tree, �% � I f--^^ �. EXCAVATION AREA \ l Al gush / DE t TREES FILE SR3100003MT0217 05 DATE: 01/11/05 08:38am Figure 6 McEwan Prairie Surface Mine 0 80' 160' N Operations Area Scale: 1"=160' I Parametrlx, Inc. 1rccs Y3 M Cpr1 N. - Brush r� _ FFER v .-•-. R. — - =.-- PAVED PRJVATE e S -. ACCESS xi` f� �t c crc,�cv cuss r"�-< µ ..• REDfOC. {�(..5� 104L,rin�{G��yIJ� YY vV~ a r STORAGEffM�N / i✓j'�ll� �e� T +l" y5�_.... 1wp 4-c-r 14.17 EWA DENSE A H'•PL'A T TREES .- ' f t , T CKPI� ,;. / t ROCK.$TO LU ` j I" 1 UCH RETENTION- "AND T ?S. AND CRUSHfAIG � 1 � INFILTR N flLANT .• AGGREGATE'• l{I 1 I �1/ 4 + " RXIL\IOADIN. I I ' LL ; :_r1 a �R L o u LL li EXCAVATION AREA \� ! >h RE y i { FILE: BR3100003PO1T02F-05 DATE: 01/11/05 08:38.m Figure 6 McEwan Prairie Surface Mine 0 80' iso' iV Scale: 1"=160' Operations Area N ---- — N C4. ALL -- - Aft ED-- m .FROM THE FtaT-HEST CL L, _ _. - - - _ - _ _ -- PROJECTION OF THE BUILDING- a - - Lei 7 W m p0_ - 7 Q W . o/ zr-- — --- 00 LO IV ---- -- - mOD - -- - - .. cn mLO to CA - �; ..Cn-m i �t�ssta�tf� f - - - _ r m OID �; wi O�` aQ..Q� -- -- N r gib' JT, --- - OD 9 MASON COUNTY FIRE MARSHAL Mason County Bldg.III 426 W Cedar St PO BOX 186 Shelton,WA 98584 (360)427-9670 Ext.273 Fire Warden(360)427-9670 Ext.459 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION TITLE 14 MASON COUNTY BUILDING CODE CHAPTER 14.17 Standards for Fire Apparatus Access Roads Effective July 1, 2007 14.17.010—This Ordinance shall apply to roads, driveways, or other means of access serving structure, facilities, buildings or portions of buildings hereafter constructed, altered, moved into or within the jurisdiction and developed under permit from Mason County. 14.17.020 - Plans for fire apparatus access roads shall be submitted to the fire marshal for review and approval prior to construction. 14.17.025 —Before issuing a permit, the Fire Marshal is authorized to, and may examine, or cause to be examined buildings, structures and sites for which an application has been filed to determine compliance requirements for the purpose of providing a reasonable level of life safety and property protection from hazards of fire, explosion, or dangerous conditions in new and existing buildings, structures, and premises, and to provide safety to fire fighters and emergency responders during emergency operations. The inspection fee will be as set forth in the adopted fee schedule by Mason County for site inspections/site investigations. 14.17.030 - When required by the Fire Marshal, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction thereof. 14.17.040 - Roadways shall be constructed/designed with an all-weather driving surface (gravel, crushed rock, concrete or asphalt) and the ability to support the imposed load requirements of fire apparatus. 14.17.050 - Fire apparatus access roads shall extend to within 150-ft. of all portions of the exterior wall of any residential or commercial structure, and within 50-ft. of at least 25% of the exterior wall of any commercial structure. 14.17.060 - A fire apparatus access road shall be a minimum unobstructed width of 20-ft. for commercial structures, or 4 or more parcels or building sites. The access road may be reduced to 12-ft. of unobstructed width with a minimum 10-ft.wide driving surface for 1-3 parcels or building sites on approval of the Fire Marshal. 14.17.070 - A fire apparatus access road shall have an unobstructed vertical clearance of not less than thirteen feet and six-inches (13'6") for the full width of the road. 14.17.080 - A 10-ft.wide fire apparatus access road exceeding 300-ft. in length will be required to make provisions for the passing of fire apparatus by providing approved pullouts. Pullouts shall be reasonably located,based on sight distance, road curvature, and grade; and shall be a minimum size of 8-ft.wide and 30-ft. long with tapered ends. THESE PLANS MUST BE ON THE J013 SITE FOR INSPECTION 3 1.7. 0-A dead end fire apparatus d longer than 30 - is required to rovide provisions for the 14. 09 d tus access road 0 ft. pP gp turning around of fire apparatus within 150-ft.of any facility or structure. See exhibit A—HammerHead Turn Around,B—Modified Hammer Head, C- Cul De Sac Turn Around, D &E—Pullouts, for examples of accepted turnarounds and pullouts. 14.17.100-The turning radius of a fire apparatus access road shall be a minimum of 25-ft.interior, 45-ft.exterior centerline radius. 14.17.110-A fire apparatus access road,which is newly constructed or existing, and which is in excess of 14% grade, and which is greater than 150-ft. from a primary access point intersecting with a County or State road Right of Way, to new residential or commercial structures will require an automatic fire sprinkler system to be installed. 14.17.120-Where more than 50 units are designed in a residential development, either single family, multifamily, retirement or similar,there shall be a minimum of two access points to the county road system. Such access points shall be located so as to provide for general circulation, alternate emergency vehicle access routes, through access, and general transportation design considerations. One of these access points may be for emergency vehicle use only where the number of units does not exceed 100. Design of an"emergency vehicle use only"access must be approved by the local fire district and Fire Marshal. 14.17.130- When buildings are completely protected with an automatic fire sprinkler system, the provisions of these standards maybe modified by the Fire Marshal. 14.17.140- When a bridge is required as part of a fire apparatus access road, it is to be constructed and maintained in accordance with nationally recognized standard. It shall have designed live loading capacity sufficient to carry the imposed load of fire apparatus. An evaluation by a professional engineer will be required to determine the imposed load rating for all of the responding fire districts fire apparatus and shall be approved by the Fire District and Fire Marshal. 14.17.150- When access roads cannot be installed to these standards due to topography, waterways, nonnegotiable grades or other similar conditions, the Fire Marshal is authorized to require additional fire protection or mitigation as specified in Section 1001.9 of the UFC (See 2006 IFC 901.4.3). The Fire Marshal may also approve access roads that do not meet these requirements if the road provides reasonable access under the individual facts of the case. 14.17.160-Approved numbers or addresses pertaining to any and all new commercial or residential buildings shall be placed consistent with Chapter 14.28, Addressing Ordinance. 14.17.170—Traffic calming measures on fire apparatus roads(speed bumps, etc) shall be approved by the Fire Marshal before installation. THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION l"I • � MASON COUNTY FIRE MARSHAL il'll)�—Um Mason County Bldg.III 426 W Cedar St PO BOX 186 Shelton,WA 98584 (360)427-9670 Ext.273 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION Cul De Sac Turn Around Area required for turn around located at a single residence. In this special case,the area could,for instance,consist of pasture adjacent to the building and will to continue to function as a viable turn around in adverse weather conditions(ie remains solid in any weather). Requirements for roads 20'in width and commerical sites Requirements for roads 12'in width R4 R2 R4 Driving surface 33 in this area is not required Driving surface in this area is not required R28 8 R4 40 2 Minimum 1 THESE PLANS PAUST BE ON TFIE JOB SITE FOR INSPECTION 5 MASON COUNTY FIRE MARSHAL lPJ�HUM" Mason County Bldg.III 426 W Cedar St PO BOX 186 Shelton,WA 98584 (360)427-9670 Ext.273 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION Hammer Head Turn Around Direction may be right or left direction(left direction is shown) OVERHANG AREA-Driving surface in this area is not required. No obstructions greater than twelve(12) inches in height are allowed Area required for turn around located at a single residence.In this special case,the area could,for instance,consist of pasture adjacent to the building and will to continue to function as a viable turn around in adverse weather conditions(le remains solid in any weather). Requirements for,roads 20'in width and commerical sites 10 1 R2 25 2 Requirements for roads 12'in width 90 0 40 R2 8 THESE PLANS MUST BE —121 ON THE JOB SITE FOR INSPECTION / P/1 9 MASON COUNTY FIRE MARSHAL itl Mason County Bldg.III 426 W Cedar St PO BOX 186 Shelton,WA 98584 �j (360)427-9670 Ext,273 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION, Modified Hammer Head Direction may be right or left direction(left direction is shown) OVERHANG AREA-Driving surface in this area is not required. No obstructions greater than twelve (12) Inches in height are allowed Area required for turn around located at a single residence. In this special case, the area could,for instance, consist of pasture adjacent to the building and will to continue to function as a viable turn around in adverse weather conditions(ie remains solid in any weather). Requirements �i I'q ents for roads 20 n width and commerical sites Requirements for roads 12'in width 18 1 I 25 10 10 8 1 10 0 90 1 90 12 10 2 R2 28 2 12 THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION n m Turnouts n .o Any dead end fire apparatus access road loner than 300 feet shall have provisions for the turning around of M 00 fire apparatus within 150 feet of any structure or facility and have approved provisions for the passing of fire m apparatus. m o o z NX0 v If turnouts are used to accomodate the passing of fire apparatus, they shall be reasonably located based on O sight distance, toad curvature and grade. Turnouts shall be a minimum of 8 fet wide and 30 feet long with z om tapered ends. �a n TI V wDNO Note: Only access roads which do not maintain continuous width of 20 feet or more need turnouts. z >� C C' -� 0 Turnouts may be placed on either side of the access road. Adequate sight distance between zz turnouts must be maintained. Cn M Greater than 300 feet ' � m CO) W < Co m Dead End Access Road (Width: Minimum 12 feet) n, -Di f W Facility c� o ty or z Tapered Ends O structure located no X0 0 M further than ZM 150 feet from the last turnout c: now W C-? : �, 0 m C 0 z PORT ORCH.�RD %AND .-.JD CC-RA"EL CO. 11-C. PO Box 181 Port Orchard, WA 98366 (360) 479-4626 (206) 857-3006 (206) 682-6349 December 17, 2007 RECEIVED Debbera Coker DEC 2 0 2007 Mason County Building Department—Plans Examiner P.O. Box 186 426 W. CEDAR ST. Shelton, WA 98584 RE: Building Permit Number: COM2007-00102, Scale house/office Dear Debbera— Thank you for taking the time to discuss the above referenced application on November 13, 2007. Per our conversation, our response to each of the plan review requirement comments noted in your letter dated August 27, 2007 is as follows: 1. A photo showing the Dept. of Labor& Industries insignia/certification is attached for your reference. This insignia/certification is attached to the unit. 2. The foundation plans (sheets F10-16 & D1-16) stamped by a Washington State licensed Engineer are attached for your reference. Please note that the foundation design exceeds the Mason County requirements for snow and wind loads. 3. A floor plan, drawn to scale is attached for your reference. We have also attached material specifications and elevations for your use. (Sheets 1, 2, 3 prepared by Northwest Building Systems). 4. Construction plan for landings and an accessible ramp is attached for your reference (see also item#6). 5. Please see attached PROPOSAL FOR SCALE BUILDING for information regarding this item. 6. Accessibility to the unit shall be via the ramp shown on the attached plan (see also item #4). We are optimistic that the information provided will allow for a successful resolution of this matter. Should you have any questions or comments, please fee contactcontact me at 253-833- 3705 x 460. ' LANS MUST BE ON THE JOI3 SI i E Sincerely, PIS FOR iFECTION Mike Schuh CHANGES Project Manager SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK Cc: Dean Moergeli—Port Orchard Sand & Gravel Bill Lynn—Gordon, Thomas, Honeywell, Malanca, Peterson, & Daheim, LLP l �9 00421 THIS iN� N!A REMAINS= PR$P 'F STATE �f �H�NGTON QEPAR1MEIli�: AY �IOVEO AS, �iNG BEEN ll�,-CQMP�.{AWC# W#it{ fs _ i�`D;��G1flATWNS }Q,g.C41MMfR��t C�HES NCW d -72.3d� . :,(}+ti1MERC1Al COACH BEARtiYG A DE TMEfiK � SlGMiIA SHAiI NQT H�.Y`�. ai t:tlUt�#�#N7"� M GD *TfiUCTI4N. PtUM61NG, NEAT PftQDUt;{NG F•[��'��. - �1,1'$,T AttONS ACTEf�EO Oft CbNVERTEp �1NtES5 APPtO�trt. ►S FifiST Q�' A#AtE F,N� 1Mt AftTMENT O� CA(i~ilft AMp INDUS�Tf{tES- ' `°` re- 6 Ala L{F3Mi ,i. T A • ON To 7J03 SITE FOR l 'SPECTION ENGTH OF UNIT STRUCTURAL, NOTESI 1 DE_`6N 't.FO?t,.IAiICN t LO?D1NG: (n } _ ® A. BOIL DING CODE IBC. 2003/2006 EDITIOt.I B. ROC€LIVE LOAD 30 F5F. 5NCrw C 1-6• C. FLOOR U'iE LOAD 50 P5P OR 2 m),1 COIC. (TYP.) o D. 1NI11D CRITERION 90 mith. ExP B, la!.0 �1 1 E SF.IGLIIC CRITERION 505-1.0,1-1.0.LAItGC.KY, LI-1 F A55Ur.+FO SCgL BEARING 1.500 P5F m ® � �- 4.'ERIFY'&+iOCAL BUILDING OFFICIALI ►— G- .V.ALL PLATE HEIGHT 91.01 CC7 a H. POOP 5L PE 3:!?OR FLArTFR 5 PADS do PIERS, NO. REQUIRED PER TABLE A 2. CC.NCRETE: _0 - SEE DETAIL Al & A2/DI SPACED EtIUALL ! A OE5L;I4 COMP.5TRCNGTt1 2.500 P51 0 B. '.EINF. YIELD 60 K61 ANCHOR H 3. r�!�SGrIRY: HOLD-DOWNS, SEE DETAIL 01 do B2/DI A. 8Y 1 Gx4 UNIT5 ASTFA C GRADE N06 SPACED EQUALLY BETMEEN CORNERS B. 5ET UNITS Yt%CORES VERTICAL 4 NO IdORE 7NAH 3 HIc,H, PER L PL.A�:4. 5P_FCIALTY ITEMS: TFOUNDATION PLAN _ A. 1.4E T AL PIE-5 TO BE CAPA43LE OF SUPFORTI'IG 4,200# 10— WIDfl E MOBIL.E OFFICE UNIT B. SOIL ANCHORS 5HALL BE AUGAR-TYPE SET AT 6Ca FROM4 SCALE: 1;8' .. 1'-0• VER1lCAL.AUGAR-TYPE SET VERTICAL W5TABIL 2ER PLATE. OR DRIVEN ANCHOR l49 5TABIUZrR,PLATE, W!A t 111. L�EMIGN LOAD OF 3,!50/. INSTALL GROUr1D PORTION OF THE T�p�� � AFNC'1QR PRIOR TO 5ETTING'Tr11?BUILDING COrt'IEGI j� tel: RAIL p ANCHOR TIE TO BUILDING ONLY AFTER,PJ:LDIrIG 15 FULL'r r BLOCKED AND LEVELED. z INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS C. I►v5TnLl:1lL 5PECAL71'ITtt 15 PER THE MANUFACTLIKER'5 - - INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS ENTINGRECOMtiIENDA710NS. �s ti 5. VENTING: z U) A. M,IDE UNDER FLOOR'vENTILATit�.N PER IBG CODE AND w a LE IH -�JNII LPdD$ 4t PIERS j HOLD-DOWN ANC aj LOCAL IKEOUIREMOIT5 AT I NET 5F OF VENT!1.,4TION PER 150 Lim -BdIL a2X EAENb 5F OF FLOOR AREA. 24'-0• g 2 B. IF A 5UITABi.E VAFOR RETARDER 15 It15TALLED THE ECATIO W ti Ln s o 30' 0• 7 3 _ // MAY BE INCREASED TO hoo.IF ACCEPTABLE TO THE LOCAL 32' 0' 1 3 �Ort-t �iLL rErt�� b}y►� qL 1���,� BUILDING i;;FFICIAI ACC.E55 it 41}- g [. m 42'-0' 4 _ Fr` �,1�n �) A. PROVIDE ACCE55 TO THE UNDER FLOOR.AREA.PEP THE cs � 6 10 e 44'--0' 10 + - B. PQO1'IDE i 8'!IN. CLEARANCE FRC&I 5niL 10 UNIXR510E OF ANY UNTRPATED W007 t4EM1B R C. PROVIDE 12'M.IN, CLEA.R?rICE UNDER FROM 5CIi--0 UrIDERSIDE OF ALL BUILDING MEM BER5. 7 51TE CONDITION5: W 0 cn A. FOUI4Ui,'IO`4 5J136KADE TO BE UtlD15TUR5ED NAM-15 501L5 OR STRUCTURAL FILL, COMPACTED TO 5511 OF THE u 51ANVAR0 PRC)CTO?DE145ITY PER ASTM D-6?8. � [� ?00 B- SLOPE Flrn5NED GRADE AWAY MOM THE BUILDING 'Fyl FOUNDATION AT A MIN. GRADE OF 2%. ZZ W a O F w-� a . CHANGES 04,i CHANGES FOR APPROVAL r J19 TO PERFORMING WORK Q�19378 ecrsw DPIL s�ONAI F 10— 16 E]= 7/20D71 satr t OF 2 / THESE PLANS MUST BE ON THE JOB SITE FOR Ii'ZPECTION METAL STRAP OR ,,--CABLE WITH TURN-BUCKLE Q� TO APPROVED ANCHOR C MODULE ODULE SUPPORT BEAD =3 . Cn 2"x4`x6' PT SHIMS / t� i CAP WIT}i NO MORE THAN S vA QQ���LL 1 ODULE SUPPORT BEAM z a 4��)�Z O,C., TOENAIL T k 8 ca 2) 2"X8`X16" PT PLATES nU �`� AP PER x / "n / OR (1)-4`X8'Xl6' CMU ANCH ao ZITERINL 0 i M 2x�TREA D 2 x 8 PT.ATE , CONT. "X8"X16" CMU DU GLE LIX gg� � WN9'px 1 `ppREBgAEt AT OR-4"X16"X16" CdNC, ENGI I IVEN IfOxYHE ' QU 16"x16` ABS 1S01L ANCHOR—ENDWALL C --� OR SKIRTING DETAIL—NO BN-EARINGG 202 - 24" LONG PT. WOOF BIRTS N.T.S. �`,� � p��p c; a A 1 N IQ J._1L11 z z g MODULE Bd 0 12" O.C. z METAL STRAP PER SOIL (TYP. 3 LOCATIONS) `,ANCHOR MANUFACTURER TRIM Z � BOTTOM `" \ WITH TURN BUCKLE TO v, in , e APPROVED ANCHOR it STRAP U-AMP P I rmuF Baer i ?< 2x4 0 2'-0' O.C. m olT 1 � P.T.TER���I AL.g d 6 1 1 M 1 ? —KI s ODULE SUPPORT BEAM 00 1 � 2x4 TREA p� � �� \ \. PLATE ADARIIOR R�WOOb MIN. 46 � PREFABRICATED � %�/\ i\ j O� 15' REBAR METAL PIER \ LE OR Eg p Mp I `TIE HOLD ME INC OR EQUAL I i TOIGTM (-RIy�N E GROUND q-;) � is"x—CONC, MIN. FTG. PAD, SOIL ANCHOR—SID wAI I SKIRTING DETAIL—STR CTURAL Z / LONG PT. WOOD X12 - 24" g 2N.T.s C 2 -N T.S �------ j Z W. �- p of W�4 LY, � m k o C aO O on N`- A2 H-- & ' R �19378�0 -rNaw OAT-. - H T s. D 1 -16 mn*,— 09 2? 2007 2 OF 2 f �ws-sron.,�-roN OF THESE PLANS MUST BE 1 01;, .1 Or-1INSPECTION GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS W � W JOB NO, 95042 & 95043 P.O. NO. INTERIOR WALL FINISH DOOR SCHEDULE IANCES rn 1 FLOORS 10 X 32 TOTAL SIZE 10 X 32 LOCATION AT RIAL COLOR LOC PESIZE TY FRAME LOCKSET OTHER fSI TYPE STOCK OFFICE TOTAL SO. FT. 320 THROUGHOUT 1 4 PANELING 1 1 1 WOOD I KEYED NOTE 1 is DEALER REOSAL, INC LOCATION KENNEWICK. WASH 2 2 HC D WOOD PASSAGE NOTE 2 REP. PAT RIVERS PHONE NO. (509) 586-7174 3 1 3 BUILDING OCCUPANT CONSTRUCTION SITE OFFICE 4 1 4 CITY COUNTY STATE ID.,WA,.OR. NOTES: INSPECTED BY: IDAHO (1) EXT. DOOR #1: 1.75" Z4GA DOOR/WOOD FRAME BUILDING CLASSIFICATION: NOTES: (1) PANELING COLOR., SANDSTONE BIRCH HINGES: HAGAR #BB1279NRP 4.5 x4.5" NOTES: OCCUPANCY GROUP B-2 TYPE OF CONST. 3Z-N STANDARD DOOR CHAIN N OCCUPANCY LOAD 100 SQ. FT. PER PERSON= 3 GLASSKIT: 10 10 SAFETY GLASS KIT ® STD. HEIGHT z ROOF LOAD:DEAD 10 LIVE 30 WIND 9OMPH EXP 8 LOCKSET: PDQ-SV FREEDOM SERIES LEVER KEYED q FLOOR LOAD 50 PSF/SEISMIC ZONE 3 STD. WEATHERSTRIPPING THRESHOLD DOOR BOTTOM UMBING TEMP DIFF - WINTER 80 DEG SUMMER 20 DEG 2 INT, DOOR 2, 1 3/B PRE-FINISHED SANTE-FE OAK H ICAPPED DESIGN - ❑REQUIRED 0 NOT RE RED NOTES: EXTERIOR WALL CONSTRUCTION HINGES: STD. HAGAR 4" x 4" DRAI INE MTR. SUPPLY LINE MTR. o LATCH SFT: PDQ SV-126 PASSAGE LEVER SET F WOOD STUDS W/ NOM. 2X4 0 0 16" 0 O.C. (3) WALL STOPS AS APPLICABLE TOP & BTM PLATES, SPLICES & BLKG W/ NOM, 2X4 (4) EXTERIOR DOORS COLOR TO MATCH EXTERIOR TRIM WTR. CLOS. awi3= owW LUMBER GRADE SPF STD/SPF STD &BTR PL EXTERIOR SUBSHEATHING 3/8" OSB 0 REAR ENDWALL ONLY 6) URINAL �d o z❑Z EXTERIOR SIDING 1/2" HARDBD, SIDING (8" GROOVES) (7) LAY, SINK 5awaaz<N EXTERIOR TRIM 1x CEDAR 1 2 rwzooWwz FOUNDATION: OBY OTHERS ❑CONCRETE RCONC. BLK. COLORS-- SIDING PITTSBURGH PAINT - #2766 SILVER MAPLE g8w"Oo W= i TRIM PITTSBURG PAINT - 7033 ATLANTIC ioZ�woaorn MATCHING SKIRTING-SIZE�I/A AMT. N/A COLOR N A WINDOW SCHEDULE Z�Wag� °TRANSPORTING CHASSIS INTERIOR SUBSHEATHING N/A �— RK FTN. OC. TYPE SIZE FRAME GLASS OTHERSINK WWC az�no TYPE (gCROSSMEMBER/OUTRIGGER 0 PERIMETER OSKID CEILING HEIGHT 88'-0" ❑ HS 4 3 BRZ INSUL. CLEAR GLASS W SCREEN oz3 as MAIN LONGITUDINAL M MBE 10" I-BEAM NOTES: (1) 1x4 CEDAR 0 CORNERS & WINDOW TRIMS NOTES: CROSSMEMBERS-- 1914 0 GAGE EACH 0(�96 O.C. (2) tx6 CEDAR ® BOTfO & TOP TRI S DRAPES/BLINDS--STYLE NA OUTRIGGERS-- 1913 0 GAGE EACH 0 19 96 O.C. (3) USE 2x4 SOL, TOP PLATE COLOR N A RUNNING GEAR--TYPE OV SLUNG ❑UNDERSLUNG 4 H - " P • 4 1 FI LOCATION N/A 5 TIRES p ❑ 1 48" SPAN: USE 2 2X6 W 1 2 FILLER NOTES: 1 ALL WINDOWS 42"AFF UNLESS OTHERWISE NOTED a $ BRAKE SYSTEM 12 VOLT ELECTRIC 5 CHORD SPLICES. USE 10 12d NAILS EA SIDE OF SPLICE 2 1 EA WINDOW TO BE SAFETY GLAZED SEE SHT. 2 URNISHINGS o n NUM. OF AXLES: BRAKES 2 IDLERS 6 REAR ENDWALL: PROVIDE 2 FA KINGSTUDS 0 EACH SIDE OF COL 3 na HITCH MEMBERS--TYPE M STD. BALL 0 WINDOW W SIMPSON ST6224 0 EACH KINGSTUD - FASTEN ELECTRICAL ❑ FIXED Od DETACHABLE 318 OSB 16GA 1 3 4" N.C. STAPLES ® 6" & 12" 0 C TOTAL LOAD 120/240V 100 AMP ?PHASE-MB 100 AMP co gig PAINTING-- ALL MEMBERS TO BE COMPLETELY COATED 7 ENDWALL: BLOCK ALL EDGES - FASTEN SIDING W 8d PANEL: EXTERIOR SURFACE MT.BREAKERS: SNAP ON TYPE ISH FILE B. o cwi o d WITH ANTI-RUST PAINT 0 4 & 8 O/C SERVICE ®UNDERGROUND 0 OVERHEAD ROD SH F Y w NOTES: SIDEWALL: BLOCK ALL EDGES - FASTEN SIDING W ed WIRING ®COPPER NONMETALLIC SHEATHED CABLE w o ® 4 & 8 o C PLAN TABL m O COPPER THHN WIRE IN ❑ FLEX ❑ EMT CND w e 8 REAR ENDWALL: PROVIDE SIMPSON ST6224 0 CORNERS ONLY OND• M ABLE uti a = o TYPE ] INTERIOR WALL CONSTRUCTION STDDUPLEX-GROUNDED aeF M F ; rGFISTD. DUPLEX-GROUNDEDxFLOOR CONSTRUCTION FRAMING-LUMBER GRADE SPF STUD SPF STD & BTR PL � _ � �� WOOD JOISTS W/ NOM. 2X8 EACH 0 ❑16"01 12"O.C. PARTITION WALLS W NOM. X4 4 SIZE a rraz RIM SPLICE AND BRIDGING W/ NOM. 2X8 SHEAR WALLS W/ NOM. N O ❑ 16" O.C. W PDLIPLEX-GROUNDED GAB BARS o W ww LUMBER GRADE #2 H PLUMBING WA LS W/ NOM. 0 ❑ 24" O.C. F MIRRORS w w a x SUBFLOORING MATERIAL 5/8° T&G PL D SUBSHEATHING Na W.C. PART EXT, DOORS 60 INCAD. PHOTOCELL (DURA 300 UNDER SHEATHING MOBILE FLEX-K NOTES: 1) USAZX4 5GL-TOP PLAT T A a o NOTES: I 48"-2 TUBE-STRIP-FLUOR-SURFACE MT. 50 T.P. DISP ROOF CONSTRUCTION RM (LITHONIA #C240A) TOWEL DISP W/9" HEEL (30# LIVE) NOTES: FRAMING W/ NOM. MFG. BOW TRUSS 0 I116" ❑ O.C. EXIT SIGN N A LONGITUDINAL BEAMS 200 EMERG LINE N A SUBSHEATHING 3/8" CDX PLYWOOD 1 10 ROOFING MAT. 30 GA. GALV. STEEL I TYPE ICFM FINISHED FLOORING CEILING MATERIAL 1 2 MODULEX CEILING BD. N A NO. LOCATION TYPE MFG. STYLE EAVES-- ENDS -- 1 THROUGHOUT 1 8" TILE AZROCK STD. NOTE 1 SIDES -- SMOKE DETECTORS--TYPE N A o o 2 GUTTERS & DOWNSPOUTSMINI-GUTTERS OVER DOORS Lo z Y 3 ROOF VENTS 12 DIA, - 2 EA. NOTES: 1 J BOX & CONDUIT STUB TO BELOW FLOOR MISCELLANEOUS a NOTES:(1) 3 B SHEATHING: BLOCK EDGES 0-0 0 EACH 4 W/STD. COVER PLATE 015" AFF FOR PHONE RECEPT z z 5 END. FASTEN W 14go 1 3 4" N.C. STAPLES 0 6" ox, (2) ALL WIRING TO BE IN ROMEX 1 IDAHO, WASH. (BLACK), OaKEGON BLUE TAGS a a 0 BLDG PERIMETER - ® 6 o.c. ® PANEL EDGES - 0 o o °� NOTES:_(1) TILE COLOR: #V-423 AUTUMN HAZE ® 2 o.c. ® OATEL FIELD 'oft SUBMITTALS BEING, ~ c1lEm-_ - PRIOR TO PE APPROVAL w IV RFORMING =a a WORK �'7M'W g�nn MOULDINGS xAF WaNm WALLS BATT. AS REQ. TO MATCH PANELING INSULATION HEATING AND A/C �� M-6i CEILING MODULEX SPLINES TYPE ELECTRICEND WALLMOUNT HEATPUMP Or7� UjLjz LOCATION R-NACU THICKNESS MATERIAL RATING-HEATING 34.130 BTUH�KW 875 CFM Lo02: STD. BASE 1 1 4 PREFINISHED WOOD CASING R-19 6.0 KRAFT FACED EACH COOLING 24.000 BTUH TN!=�SE PLA,"� E z ama RESTRM BASE N A CEILING - UNFACED W VISQUEEN _2TON 0 .35 CESP JS R'IUSI"Sy THERMOSTAT-TYPE HONEYWELL T-7300 PROGRAMABLE r�1y THE.IOC SITE DOORS PRE. WD. WINDOWS PRE. WD. EXT. WALLS R-11 3.5 KRAFT FACED 0 48" FF NOTES: INT, WALLS MATERIAL IREG. SIZE FOR INSPECTION U CEILING 1 FIBERGLASS NOTES: 0 UNIT I 1 120X12 NOTES: AN ELEVATION ARROW FOR E" MANfiKr1U![R5 USE ONLY W x rn i 00 AMP DICONNECT �O'-0 1/4' 8 4' WN E 10DA/240V SINGLE PHASE S O ��,• O � - POWER PANEL Y ® (� qP ((� m p �6 n 6 Tl4 20"xB' S/A OLCT 4 4Ff p FIBERGLASS `n �t 10'x10' S/A DIFF 2002 R/A GRILLE OFFICE TYP 4 ti 2 2 2 Ile 0 VI I I IVI IVI a O TILE OFFICE n A, , , ,A, ,A, 1,3 0 ITILE Q v1 t�f W I J-22-1 <WW= Np Z t,�OO� 6 4 2 TOWIO ICW c�a i rz 4 HEATPIMIP 5 7 >o�ii�Yi /�►� s z�oz�� �' 2I'-0• 3'b• ° 2 -7 PHOTOCELL `R•5 o I, 4' 510N GURCUIT 2 3 THIS WINDOW TOpWwr7d= EiE SAFETY GLAZED w w t a N o FLOOR PLAN ELECTRICAL & HVAC PLAN SCALE I/4"=1'-O" i SCALE I/4"=I'-O' Loaz( C 32jc * LEGEND & NOTES * LL W o = z� � 0 ® o0 w � 100 AMP PANEL z I'X 4' - TUBE SURFACE MT. cYi C FLOURESGENT STRIP(LITHONIAG240A) o o °C I my W Q BAR (&ON INC-AP.EXT LITE W PHOTOCELL I Uri a � 2A n zo I 3 •b GOPp�y,,„� � STD.SINGLE POLE SWITCH o 48' AFF F z Y 1 T CONDUIT W/(3) DUPLEX RECEPT.0 I5' AFF UNLE55 ><3 THHN GU.(Ib THHN GU NOTED OTHERWISE &ROUND TO MAIN PANEL 1 aV WEATI ERPROOF DUPLEX REGEPT. W $ w Y 10 &ROINJD TO 1-5F-AM ® WALL MOUNTED THERMOSTAT(48' AFF) HONEYWILL T-1300 PROGRAMMABLE a 1 LINE PANEL DIAGRAM P► PHONE: CONDUIT STUB TO BELOW FLOOR W/STD.00 COVER PLATE 015"A.F.F. NT5 6 IOOA 24OV)b MAIN BREAKER POWER PANEL 10"xl0"SERVICE AIR DIFFU5ER/CEILING m (1w ADJ.4-WAY) MUST MEET ALL CURRENT WASHINGTON STATE CODE VOLTAGE 120/240 ~WIRE o PHASE i 4 100 AMP RAIN BREA>iCEIt PO PMEL LOCATION EXTERIOR a z Y BUS AMPS 100 AMP M.B. MOUNTING SURFACE MT. z a z ' TTSWIRE CIRCi CIRCi WIRE m w a i DESCRIPTION IF A B SIZE AMP POLE �. CONNECTION No. POLE AMP SIZE i A 8 OF DESCRIPTION o ism HVAC 5000 -6-8 60 2 t 2 t 20 12-2 440 6 LIGHTING n HVAC 5000 6-6-8 60 2 3 4 t 20 12-2 900 5 RECEPTS CHANGES H,Mm �VYf W�MN� SIGN REC. 1200 12-2 20 1 5 6 t 20 12-2 720 4 RECEPTS SUBMIT CHANGES FOR TO APFRC't �Z� B PRIOR PERFORMING W," 2M� 9 10 QW zo en tt 1200 co �E hoc 13 14 rNF 1••,I�, m pvN TOTALS 6.200 5,000 1 660 900 TOTALS W in o) 4 0 ov WATTS: Bus A- 7.380 v 8 0.� THESE PLANS MUST BE 1 BUS e- s.soo :sad THE JOB SITE ' l TOTAL - 13.260 WATTS + (L.C.L. x 25% - SO) 13.340 WATTS + 240 VOLTS . 56 AMPS FOR INSPECTION ` 3 R-19 UNPAGED IN5UL HMSGA.EEN E I"FIBERGLASS GAL STEEL 30 GA. 5/A DUCT 5/5"OSI5 MFG.BON TRt1S5 Nb"oz. MFG.BOW TRU56 O 16"O.G. tb 2 x 10 RAIL 3/5'SHEATHING DIAPHRAGM KBLOC CED EDGES FOR 2 x 4 S&L 0'- O"ON EA.END FASTEN W/1490 1 3/4"N.G.STAPLES PLATE I/2" MODULEX O 6"O.G.O BLDG PERIMETER- O 6"O.G.O 1/4'PANELING PANEL EDGES t 12"IN THE FIELD \\\\ 2 x 4 STD.O 16"O.C. \ 2 \ 4 a o 5/6'Ttb PLYWD, 112'HARDBD. 51DIW5 c o 3c ® 5-U.fi- R-11 KRAFT YWZOOH 4QQZ 01c9�W f-UJ FACED IN5UL. Q ZS z o=5� a =OwOwouj U�� MUST MEET ALL CURRENT =�Wa � = c�c w'� x 2 x 4 sGL PLATE R-Iq KRAFT s/6"Ttb WASHINGTON STATE CODES 2X4 STUDS O 16'O.G. wW= a =�o FACED INSUL. PLYlV O 4 0 a )AAAl AAA 2 x B S&L RAIL s MOBILE FLEX-K g ce 10' I-BEAM FASTENER SCHEDULE € 21-1/4" •15-1/2" 21-1/4" 1) DBL.FLOOR JOISTS AT ENDS,FASTEN W 3 (3)Td(2 1/4')O 24"O.G.BOTH SIDES NADHESIVE UDo qj q'-ID" 2)FLOOR RAIL TO FLOOR JOIST:FASTEN W15)f2d 2X8 RAIL 6 O U o 3)DEGKIN6 TO JD15T-PERIMETER: FASTEN BLD6.PEMM_TER 2X4 BOTTOM PLATE 5 v o X L t PAL EDOE5 K"d)TWIST NAILS O 6"O.G./FASTEN 0 1 PAL IW(I L FIELD 66IJ C'2'NL.STAPLES O oL. 0 BUILDING SECTION N a � 4)SIDEWALL TO FLOOR:FASTEN YV(12d)O B'OL. �N SC f3 ALE I/2"=I'-O" INSTALL 15'xl4" 0&AX&ALV.STRAPS O ALL 3 M y KIN 6M !EVERY OTHER 16'STUD-FASTEN O x _ W(I66A>f'W.G.STAPLES 0(6EA)IN WALLSTId7/ USE(2)2X4 (1EA)IN BOTTOM PLATEX&EA)IN FLOOR RAIL CHANGES ENDWALLS. FASTEN 1/2"HARDBD.SIDING Y'Vbd O 4° t z 8'O/G =SIDEWALLS FASTEN 1/2"HARDBD W 03 Wln°FILLER 5)8C ALL TO FLOOR:FASTEN W12d)0 6'06. SUBMIT CHANGES FOR APPROVAL .SIDINE,W6d O 4" 1 6'0/6 W Y INSTALL 15'xI,4"(3O A)&ALV.STRAPS O ALL KIN65TUD5 t EVERY OTHER 16'STUD-FASTEN PRIOR TO PERFORMING WORK CONNECTION DETAIL a W(i66A71"KC.STAPLES O(bEA)tN WALLSTUD/ (IEA)IN BOTTOM PLATE46EA)1N FLOOR RAIL NT5 6)ENDWALL TO SIDEWALL:FASTEN W(12d)0 6"O.C. t MEA)12d O TOPPLATE OVERLAP K STRAP USE(2) 2'x 6" ELeVATION ARRON FOR USE(10)12d AT 1/2"PLYI^1D.FILLER V ROOF TO 51DEWALL: TOENAIL RIMRAIL M2d)O 4.OL. MAWFAGTIIRZRSReFeFWWE ONLY EACH SIDE OF SPLICE KIN65TUD5 t EVERY OTHER I6'STUD-FASTEN N THESE PLANS MUST E YL(166A)f"Y/.G.STAPLES O(3EAhN RIMRAIL/ (IEA)IN WALL TOPPLATEAftNIN WLLL STUD * T ON THE J0 SITE g rn StDEWALL PLATE TO 5TUD5.FASTEN WY2EA)12d NAILS FOR I iD I� _i t- .1 43 0 W E t� o k o 0 BOOR HEADER DETAIL 'ADER DETAIL. NOTE: Ix4 CEDAR TRIM O DOORS,1,41NDOW5 a CORNERS S SGL TOP PLATE CHORD SPLICE Y NTS NTS IX6 CEDAR TRIM O TOP t BOTTOM NTS z _ . a o 30 6A.6ALV.STEEL 12"DIAL ROOF VENT o 12" VIA ROOF VENT � o a —�_ (TYP.2 EA) 17 YR 2 EA) �— 30 GA.&ALV.STEEL I"x 6"CEDAR TRIM SAFETY GLAZED I"x W CEDAR TRIM N oao mn 1 vM� a Wwz 0Ox I°x 4"CEDAR TRIM I"x 4"CEDAR TRIM H 05=1 I"x 4"CEDAR TRIM I!2° HARD$p.SIDING / Zll" HARDBD.SIDING / I I°x 6'CEDAR TRIM I"x 6"CEDAR TRIM 9 9 NORTH ELEVATION WEST ELEVATION SOUTH ELEVATION SCALE 1/4"=1'-O" 5CALE I/4"=1'-0" SCALE I/4"=1'-O" L33 Port Orchard Sand & Gravel Company McEwan Prairie Facility- 1430 E. McEwan Prairie Road Shelton WA 98584 Stair and Accessible Ramp Configuration 0 l/ S 4• 1 O 4• jb 2,• 0 0 z � .£ OFFICE. © o nM OFFICE a 3 � QCETY m �8 3c,wSTO;01 ' min Slope I : 1Z %a f: Dec :n v Ca x 1$ ((c 7- m 4J 3q ,6 3 -:9 Notes: b N -� 1. Stair and landing handrail= 1"tube steel, height= 33" above stair nosings, 38" above stair landing. --i 2. Office &top of accessible ramp elevation are no more than 36" above surrounding grade. 3Co3 m 3. Accessible ramp handrail to be constructed per Section 505. Gripping surface shall be between 34" and 38" above ramp surface. Handrail O.D. shall be between 1 '/a" and 2". Y PORT ORCHARD SAND & GRAVEL PROPOSAL FOR SCALE BUILDING We do not believe that the Scale Building requires plumbing facilities for two independent reasons: First, Section 2902.1.1 of the 2003 International Building Code provides: "Plumbing fixtures need not be provided for unoccupied buildings or facilities". This particular building is not normally occupied. It accommodates scale equipment and a refrigerator. It provides a space for the odd occasion when plans might need to be reviewed during inclement weather. It should be noted that this is a surface mine, not involving building construction, and so plans are infrequently consulted. Occasionally, the employees might spend a half hour eating lunch inside on a particularly bad day, just as they might find refuge in a shed or other building not normally occupied. We also note that there are a number of days during the year when no one would use the facility at all. The scale equipment can be read from outside the building and so entry is not normally needed for the primary purpose of a scale house. A second independent reason why the plumbing should not be required can be found under the provisions of the IBC allowing for alternate methods to achieve the goal of the requirement. The building is a temporary one and will not remain on the property after the mine is reclaimed. For that reason, we have provided a portable toilet and that facility is maintained under a contract with a local service provider. This method meets the purpose of the Code in requiring plumbing facilities while at the same time recognizing the temporary nature of the building. We note that this method of approval is used in other jurisdictions and have enclosed a permit for a Miles Sand and Gravel facility in Pierce County where a building permit was issued based on this very same kind of arrangement. Although we have not done extensive research, we believe that this same approach is followed elsewhere. Certainly it is not the norm to provide indoor plumbing with septic tanks and drainfields for these kinds of "construction shack-type" uses. THESE PLANS MUST BE tG„ 1t` JOBSITE v [Mason County Bldg Permit-Scale Building Restroom.doc] I" ��� 154 ~--O�j1��O�13 m/� ' 0.� Request Dt: 20010202 05ƒq�07 ' FIRE area: 18 �~ 051907 8LDG area: M Building (Commercial ) Inspection Permit: 312634 in1724 New--OTH INSTALL MODULAR B X 20 TEMPORARY SCALE HOUSE Issued: 20001226 FOUNDATION , Project: FENNELL RESOURC7:I:N�C� P project address: 11 D E ~ Parcel : 0519071005 Expir . date: 20010710 Applicant: MILES SAND & GRAVEL A8—Phone: (253)370-6862 Setbacks--Front: 25 Side1 : 30 Side2: ]O Rear: 30 Other: Zone: R5 Dist: Puget Power Heat: UH Sewa N Inspection requested: F Inspector ' s comments: CO — COMMENT IN — INCOMPLETE PA — PARTIAL AP SP — SUSPEND SW — STOP WORK ON I HE J0,9 Si TIE Area Inspector 's Signature: , ' ` . CONTINUED FROM PAGE 1 Permit no: 312634 in1724 ` revzous Inspections : RW CO IDt: 20001115 SRONH-C FIELD VERIFY APPLICATION FOR INSIGNIA RW CO IDt : 20001226 JHERNAN **************************INSP ALERT************** Request for Alternate Method/Material has been AP by Gordon Aleshire per Table 29-A of 1997 UBC & CH 11 of a portable san a can next to building . Hot & d Da- cold water will be available in the modular for emploViees use . AccessibilitV is not provided at this time . Permanent bldg will be accessible . COND H. ITIONS: Hot & cold water available in cooler for wa RW AP IDt: 20001226 NLEWIS ******** BUILDING INFORMATION 1997 CODES ******** *CONST. TYPE: VN*OCC . LOAD: 2*AREA: 160 SF*OCC CLASS: 8* *STORIES: 1* *ALL ACESSI8ILITY HAS BEEN EXEMPTED PER ALTERNATE* *INSPECTOR TO VERIFY THE L & I LABEL MATCHES THE** *TYPE OF CONSTRUCTION AND OCCUPANCY NOTED ABOVE. ** *THE ENGINEERING SU8MITTED(GENERIC BUT ALLOWED PER gA> IS ATTACHED/PE OF RECORD IS DEAN W. BRIGgS#19378 *INSPECTOR TO VERIFY BOTTLED H & C WATER IS AVAIL- ABLE SO STAFF IN THIS OFFICE CAN WASH THEIR HANDS FN PA IDt: 20010110 CPATTER 1 )8LACK LABEL 18059A 2>POST PROPER ADDRESS AT SITE 3)8UILDING WAS SET BEFORE PERMIT WAS ISSUED . 4>WAS OKAYED BY S. WIDENER NOT TO POST. ` Telated Permits and Inspections : 312637 PWCD AC Is : SITE DEVELOPMENT REVIEW FOR INSTALLATION OF TEMP- ~ Wlerts : FRST St: 20000524 End : A CLASS IV-Q FPA WAS ISSUED BY THE DNR, EFFECTIVE 6/19/98, AS AMENDED 5/21/991 UNDER FPA #2405046. ,^ , k. THESE PLANS KYQ�T SE ON THEJOj-; S/TE FOR . � / / | • t Ys,D9 � IT r '.00 py APPROVED Documents attached to approved plans: MASON BUILDING INSPECTOR Site plan: CHA GES SUBJECT TO APPROVAL Plan review checklist:-LGL Pages DATE Z Engineering: Y N Lateral vertical Number of pages MUST MEET ALL CURRENT WASHINGTON STATE CODES THESE PLANS MUST BEiY�/t LOm�200 7—d /Da ON THE JOB SITE /_ > FOR INSPECTION CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK