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BLD96-0430 Temporary Living Quarters-Yurt - BLD Application - 4/19/1996
Permit No. MASON COUNTY BUILDING PERMIT APPLICATION 426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 PLEASE PRINT #1 ner 5 Phone#(5GDb X/79-,-/7�` Site Address 65/ T /S 3/ �iC/tc;�5�s.�'l?f o Fire District# City St L!//ft Zip e3 Sf'�s`d Directions to Jo Site Owner Mailing Address 6 City St�Zip � � Lien/T"0116 er (prr�rr�—/'�Zo/Z 1 0 Address K--36Z Clty 7 21-re St Lam/'- Zip �l4sS 4� #2 Contractor Name Contractor Reg# Address 1'Q6. � Expiration Date City 7—/}174et St `'yA Zips'�SSS Phone# 760)4/7'F�-�y�74� #3 If septic is located on project site, include records. ���� �-�•�� J7�'��-7 Connect to Septic?_/VO Public Water Supply Well 'Vo Connect to Sewer System? WO Name of System (If residential, proof of potable water is required) .�.'Z aC — 5-0 e-V--z #4 <egal l No,.2� 33 0 0 - do Z 3� Description �Ctb�) .237�/►1.�►�5, /0/f'c�/9/, ��z�x�s ©,c /�7/t�✓coLu✓�j .Lc//�5.�t , #5 Building Square Footage: (existing/proposed) 1st FI / 2nd FI / 3rd FI / Loft / Basement / Deck / #bedrooms / #bathrooms / Garage / Carport / (Circle:Attached or Detached?) Other #6 Use of building , i,� Litz .��7-fri� Describe work .2-?ce-Z�;�'- cp r3s �x 3�rzrn s #7 Type of Job: New -' Add Alt Repair Other #8 MOBILE/MANUFACTURED HOME INFORMATION Model Year Make Model Length Width Serial No. # Bedrooms # Bathrooms Type of Heat Purchase Price$ #9 Indicate by circling the applicable source if any water is on or adjacent to subject property: River Pond Creek Stream Wetlan Lake Marsh Saltwater Seasonal Runoff Other /J07- /fG7-tee-r-L� /�O�/`7� �j� 777'� XA-,eC� Show following on the site plan Lot Dimensions Flood Zones Existing Structures Fences Structure Setbacks Driveways Water Lines Shorelines Drainage Plan Topography Septic Systems Wells Proposed Improvements Easements Name of Flanking Street Indicate Directional by (N, S, E, W) Name of Fronting Street in relation to plot plan APPLICANT TO DRAW SITE PLAN BELOW -v ,ems T- �L37 �c�'i�•=rc,rC Zciv� 's. �ZG�G d�?icc7zc.c€ 7-zs v r R24�4� i APPLICANT TO DRAW TOPOGRAPFJ_Y PROFILE BELOW t C,oC.e-`r�ir�J S[_—'Z(Cc!!:;r u- - ,moo -U K"-f),-- Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each) No.t Toilets CIRCLE FUEL TYPE: Gas, lectric Bath Basins Heatpump, Other Z6)(Xw Bath Tubs No. Units Fees Showers Furn BTU Hot Water Htr _ Heatpumps Laundry Washer Vent Systems Sinks _ Spot Vent Fans Floor Drains No. Boilers/Compressors Laundry Basins HP Dishwasher No. Air Handling Units _Disposal cfm# Urinals No. Fire Protection Systems Other Auto. Fire Alarm Sys 50.00 Fixed Fire Supp. Sys 50.00 Permit Basic Fee 15.00 Auto Fire Sprink Sys 25.00 TOTAL PLUMBING $ No. Other Gas Outlets Wood, Gas, Pellet Stove NOTICE: THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00 WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OF THE ORDINANCE REQUIREMENTS REGU- ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING THE BUILDING DEPARTMENT. DEPARTMENT. X OWNER /%� �"�� X BY DATE DATE FOR OFFICIAL USE ONLY: Accepted by Date: -- — - - DEPARTMENTAL REVIEW FOR OFFICE USE ONLY Approved Cond. Hold Approval Planning: &2�eqq�L CK,-.4 �FV /� " C� Iy►i1S Environmental Health: Building Plan Review Occupancy Group: Type of Const: Fire Marshal: Other: Spe i I Con itions: FEES P) AR211,7101IJ6 - Building Permit Plan Check Plumbing Fee Mechanical Fee Wood/Gas/Pellet Stove Radon Monitor Violation Fee Site Inspection Building State Fee Other CD Other TOTAL FEE Building Valuation i Page No. 1 CASE HISTORY FOR CASE NO.: BLD96-0430 MICHAEL ROSS NE1651 TAHUYA BLACKSMITH RD TAHUYA 07/18/97 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- --- BLDA010 Application received / / / / 04/19/96 04/19/96 TLG BLDA011 WARNING!! SEE PARCEL FLAG / / / / 04/19/96 AFTER THE FACT. TLG 04/19/96 TLG BLDB110 Structural Plan Review 04/23/96 / / 05/01/96 TEMPORARY STRUCTURE. NO ADDITIONS OR DONE MJB 05/01/96 MJB ENLARGEMENT. BLDB130 Planning Review 04/19/96 / / 04/23/96 DONE MMS 04/23/96 MMS BLDB134 RLC Checklist Review / / / / / / N/A 04/23/96 MMS BLDB135 Addressing / / / / 04/22/96 DONE GMM 04/22/96 GMM BLDB200 Environmental Health Review 05/01/96 / / 05/03/96 these conditions must be met prior to HOLD JWT 05/03/96 JWT occupancy. From the List of certified proprietary devices under the following Letter designation:(H) (M) (N) (AD) (AE) (AQ) (AR) (AV) (AZ). Grey water must be disposed of in an approved manner. JT BLDB210 Water Adequacy 05/03/96 / / 05/03/96 need water adequacy. JT HOLD JWT 05/03/96 JWT v1 pac ipc u PMS /rlc. Recreational Living Structures (503) 942-9435 b By adding ?' to each 4"0" beam dimension the beam ends can be cut after the deck material IS Cut in a circle. This will allow a better connection for the drip edge material sections which should meet over the beam ends. The deck diameter dimension shown on the diagram does not include the plywood drip edge. Pier Block/Post Locations 3,8"x6"exterior plywood drip edge nailed to edge of deck fop edge to be I"above floor level. "x6"perimeter blocking Connect to beam with Simpson "A35N"ryp. Stairs 12, -9" 4x6 Beam �-41 _0 2"x6"Joists 2' -0" O.C. a 10, 4x6 Beam 10' -7" 4x6 Beam 3 Entry Deck IS' -b" 4x6 Beam 8' 4x6 Beam _ N-3, -10"-+� Additional blocking may need to 10, -0 — _be nailed alongside perimeter N c blocking to support deck edge. 8' 4x6 Beam 15, -6" 4x6 Beam o a 10, 4x6 Beam 10' -7" 40 Beam Main Platform Decking Plywood Drip o Edge hPorch Decking J. 12, -Q" 4x6 Beam Simpson "A35F" each side Joist Hanger N Simpson"PB44"post base or 4x4 Post typical NOTE: 2"x6" I & G decking to be laid perpendicular to 4"x6"beams and trimmed to the same outside diameter as that of the yurt. 1 IB" plywood may also be used in TYPICAL ELEVATION recommended layout pattern. DETAIL OF DECK Floor level of-entry deck should be below the floor level TYPICAL DECK FRAMING PLAN of vurt platform so as not to interfere with drip edge (SEE DETAIL ABOVE) Notes: 1) Deck construction should retlecl conditions of site. 2) Footings to be designed in accordance with each individual site TYPIC'A1. 2.1' DFC'h' PUAN I I�� l gut IZ�u,in� �1<<nu�.tl Opening Dome Skylight Flame Retardant Laminated T — — — Vinyl Top Cover I I I I I I Entry Deck I I � 16" Concrete Piers 4x4 Posts With Straps Typical 2x4 Cross Bracing — J j - J TYPICAL UF,CK ELEVATION i w r The Yurt RaisinLy ,Manual PLATFORM CONSTRUCTION For a secure and comfortable installation, a we►l-buil, :eck is necessary. To insure a weather proof installation the deck needs to he circular. follow ou, plan for the correct size deck to match your yurt. Unless you are skilled, enlist the help of an experienced carpenter or contractor. The str: -gest deck is built using 4" x 6" beams no more than 4' apart, which are supported on pier blocks no more than 8' apart. The beams are then leveled, using wood blocks and shingle shims. On sloping terrain support posts (usually 4" x 4") will have to be used, which must be attached to the pier blocks and to the beams with metal straps. Cross bracing may also be required. On a severe slope you may want to consider using large beams to support the 4" x 6" beams, thus reducing the number of posts and piers. Next, the 2" x 6" perimeter blocking is cut and nailed to the 4" x 6" beam ends. (Note: Before nailing down the floor you should definitely consider installing insulation under the floor--see page 26.) Now, the 2" x 6" tongue-and-groove flooring is laid down, leaving the ends extended past what will be the finished deck perimeter. If this is to be your finished floor then kiln dried select material is best since it won't shrink and leave gaps to catch debris. Often this type of material is used for open beam ceilings and may have a V-groove which should face down so as not to catch debris and make floor sweeping difficult. Another L.ss expensive floor is made of 1 1/8" tongue-and-groove plywood laid over the 4" x 6" joists. This can be secured with deck screws insteau, )f nails for easy disassembly later if the platform is to be moved. A power drill with a Phillips head bit is used to drive in the screws. A good solid color stain or floor enamel can provide an attractive finish. Mark your perimeter by extending a tape measure from a nail at the center of the circle, and holding a pencil at the radius measurement, mark out the circle. Cut the perimeter carefully using a circular saw with a small blade. Staple 2" wide strips of tar paper to the deck edge perimeter. Then, carefully rip (cut) 3/8" rough sawn exterior grade plywood sidinij into 6" x 8' pieces. This is your deck drip edge material. Join the drip edge sections over the 4" x 6" joist ends and provide blocking as needed to screw or nail to for support. Finally, nail or screw(holds better) the plywood strips or bender board around the edge of the deck, leaving 1" extended above the surface to contain the lattice wall. When the yurt is erected, the bottom of the side cover will be secured to the drip edge, giving a draft-free and water-tight seal. If you plan to add an entry deck to your platform, be sure the deck is at a lower level than, or separated from the platform floor, so that the side cover can beproperly attached, insuring a good weather seal. If the deck is elevated, be sure to include railings for safety. Building the deck on a steep slope r several feet off the ground will make it difficult to install the side cover unless you provide a perimeter deck or catwalk for easy access. The deck plan on page 4 is for a 20' diameter yurt. Deck plans for the other sizes are available upon request. I'he Yurt Raisinu iManual NOTE: Fhe following list of materials is approximate, actual usage may vary according to cutting efficiency and design changes. DECK PLAN SPECIFICATIONS K.D. PLYWOOD STANDARD< EXTERIOR STANDARD MATERIAL SELECT SFIEETS. CONCRETE &BTR FIR.. PLYWOOD &BTR FIR DECK (*ALTERNATE) SIDING I DIMENSION 211 X 6" 4'X 8' 16" 4" X 6" 3/8" X 6" 2" X 6" T&G DESCRIPTION T&G PLYWOOD PIERS BEAMS::: DRIP BLOCKING DECKING DECKING EDGE Il DIA. UNIT (LIN.FT.) (SHEETS) N/A (LIN.FT.) (LIN. FT.) (LIN. FT.) 12' 300 6 11 36 38 20 14' 400 8 13 53 44 30 16' 520 8 13 57 51 36 20' 840 12 16 88 63 46 24' 1225 18 20 112 76 74 30' 1800 24 30 179 95 96 NOTE: Materials specified do not include any exterior porch materials. You may want to add 159% to 20%to the lumber materials for greater selectivity. *Decking material specified is tongue and groove. 4' x 8' x 1 1/8" T&G plywood may be substituted for 2" x 6" select decking materials. Follow standard recommendgd procedures from your lumber supplier _. for plywood layout over 4" x 6"joists, to determine number of sheets needed. We recommend 2" x 6" blocking every 4' on center between 4" x 6" beams to provide additional support for plywood if this method is used. r The Yurt Raising Manual 22 These specifications should only be used as a guideline. For more information contact your local fire marshal. Safety is the best fire insurance. NOTE: Most fire codes require that the top of the chimney be 2'higher N than any portion of the roof within 10' 6TCT 6T9 NOTE- All part numbers 6T are for 6"metalbestos pipe (8"0. Dia.) 6T36 6T1T Anchor plate set in mortar Stove Flashing(provided) 6T18 36"x 52" Homosote Stoveboard Standard 6"Stove Pipe I"min. airspace f` Airtight Woodslove "v n 24" Floor L 7- Line 8"x 8'x 16"cinder blocks set with mortar and filled and reinforced in corners zo"x zo^concrete ad - finish height to NOTE: Dimensions based on standard wall height, e gtee for"Tall Wall"add 9 10"approx. be multiple of 8"blow bottom of s SAFETY RECOMMENDATIONS: (1) Clean stove pipe at regular, monthly intervals. (2) Keep stove three feet from any combustible surface! (3) Flashing is designed to receive 6" (inside diameter) Metalbestos (or equivalent) insulated pipe rated to be two inches from a combustible surface. (4) Invest in a small fire extin- guisher. Fire is an ever-present danger wherever wood stoves are used. (5) Seek advice from your wood stove dealer if you have any questions or give us a call. WOODSTOVE & CHIMNEY INSTALLATION Page No. 1 CASE HISTORY FOR CASE NO.: ENF96-0042 j MICHAEL ROSS NE1651 TAHUYA BLACKSMITH RD TAHUYA 03/26/96 Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd Code Sent Done Done Date By ENFA010 Complaint received / / / / 03/21/96 03/26/96 TLG ENFA900 Telephone call / / / / 03/25/96 MIKE ROSS THE OWNER OF THE PROPERTY AND DONE LW 03/26/96 LAW THE YURT CALLED ABOUT THE NOTE I LEFT HIM ON 3/21/96. THE NOTE STATED HE NEEDED TO CONTACT THIS DEPT. FOR PERMIT INFORMATION. DURING THE CONVERSATION HE STATED THAT THE YURT WAS FOR HIS FULL TIME RESIDENCE, HE ALSO SAID THAT THERE WAS NO POWER, WATER OR SEWER IN THE YURT. I ASKED THAT HE APPLY FOR A PERMIT FOR A RESIDENCE ASAP, I ALSO SENT HIM AN APPLICATION, THE YURT IS NOT TO BE OCCUPIED. ENFB002 Site investigation 03/21/96 03/21/96 03/21/96 left card to call DONE LW 03/26/96 LAW Y der- -- 'wpm Laip, T2. 50 m(CIV ge. L- (dpIG Qom, - U rGhwt d , Uv MASON COUNTY BUILDING DEPARTMENT DECK CONSTRUCTION MAXIMUM 4" SPACI_:;G ALLOWED BETWEEN PICKETS GUARDl�L4/L /NBTALLL�D GW ALL DECKS OVL�R by Jm" AaoVE GRQl�E GUA /L /N97,41-L = • �1V ° FLABN/NCi � OVL�R LED *�R AT U.L4LL �NDRA/L ON .4LL � a� 1ND/G4TLr j 4/RU,G4Y8 OVEJQ 1� � r'A3TLSNERs Q/3ER3 q T,�G,4.--, .. M/ JO/8T. 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