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05-0048 Permit AppCity of Yelm IDae Re eves By Comm nnity Deuetopment • Department Reeeiveu COMMERCIAL BUILDING L PF,RMIT APPLICATION JAN 2 7 2005 7r ci 5 0>4 APPLICATION EXPIRES 180 DAYS AFTER DATE OF SUBMITTAL. TO EXPEDITE PROCESSING, PLEASE VERIFY ALL DOCUMENTATION FOR ACCURACY. ALL CONTRACTORS ARE REQUIRED TO PROVIDE A COPY OF THEIR CONTRACTOR'S REGISTRATION CARD AND PROOF OF A CURRENT CITY OF YELM BUSINESS LICENSE. IN ORDER TO PROVIDE PROMPT AND EFFICIENT SERVICE, WE NEED THE FOLLOWING DOCUMENTS SUBMITTED WITH PERMIT APPLICATIONS: • Identification and description of the work to be covered by the permit for which application is being made. • Description of the land on which the proposed work is to be done by legal description, street address or similar description that will readily identify and definitely locate the proposed building or work. • Description of the use or occupancy for which the proposed work is intended. • Five complete sets of plans, diagrams, computations and specifications. (See attached list for specks) • Stated valuation of any new building or structures or any addition, remodeling or alteration to an existing building. • Signature of the applicant, or the applicant's authorized agent. • . Energy calculations. • Civil plans and specifications, H applicable. • Any additional data and information as may be required by the building official. • Copy of mitigation agreement with school district, if applicable. THE FOLLOWING ITEMS ARE NEEDED WHEN SUBMITTING AN APPLICATION FOR A SIGN PERMIT: • The name, address and signature of the owner of the sign. • The street address or location of the property on which the sign is to be located and the name and address of the owner of that property. • The type of sign or sign structure. • A site plan showing the proposed location of the sign relative to the boundary lines of the property where it will be situated, the locations and square footage areas of all existing signs on the same premises, and the location of all abutting public rights -of -way, building and other structures on the premises. • Specifications and scale drawings showing the materials, designs, dimensions, structural supports, and electrical components of the proposed sign. • 106 Ye /m Avenue Wwt (360) 49 &JSJS Po Bns 479 (360) 45 &3144 FAX Yeen, WA 1085101 mmm.ei.Jelm.ma.ee • • CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: Parcel #: Zoning; D Current Use Proposed Use: cilif-Rew Construction Li Re -Model / Re-Roof / Tenant Improvement L Plumbing a Mechanical a Fire Prevent/Suppress/Alarm a Other Project DescriptioIVScope of Work:Srowvc.G A.�rtPIA)G- Project Value: d /zr 600 Building Area (sq. R) Parking Garage 1' Floor/ A70 2n0 Floor_3r' Floor_ Building Height Pp Are there any environmentally sensitive areas located on the parcel? 1�0 _ If yes, a completed environmental checklist must accompany permit application. BUILDING OWNEWTErT NAME: �/ 17d- a&XZX ua04t ADDRESS y�.0, 39 z Y 4 EMAJL E3tRlr[aON� A Styf. (r i�d6%7 -e�(� CITY VEZ eat STATE-4,�d—ZIP TELEPHONEJGG/Z-5- GENERAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE LP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # _Copy of City Mitigation documentation (TFC). I hereby certify that the above Information Is conect and that the construction on, and the occupancy and Me use of the above described properly will be In accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. /j P /7-/ /' ZiO� p( pal wt's Sig re Date Owner/ Contractor/ Owner's Agent/ Contractor's Agent/ Tenant (Please circle one.) All permits are non - transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Avenue Weet 1'O Bnz 479 Yelm, WA 98597 (360) 45 &3835 (360) 45 &3144 FAX mwm.ai.yrlm.wa.us What inspections should be expected? Each project requires a different set of inspections. Typically, they might include: A. Footings, setbacks and foundation walls — when forms and rebar are in place before concrete is • pou B. Rough electrical, plumbing and mechanical —after structure is closed -in (wlndlDws, roof, etc.) but before these systems are covered by insulation or drywall. (Electrical permits are issued through Labor and Industries (L81); electrical inspections are also performed by L81.) C. Framing — after framing is complete and all wiring, plumbing and ductwork is complete. D. Energy Code — insulation, windows, sealing, and vent fans are inspected. E. Sheetrock Nailing — before tape and texture. F. Fire Systems -Tests G. Final — after all work is finished before the dwelling is occupied. This inspection includes decks, steps, attic insulation, appliances, posting of address and the like. If any inspection cannot be approved, a written Correction Notice will be left by the inspector. After any required corrections are made, you must call and schedule a re- inspection. How do I schedule an Inspection? Cell the Yelm Building Department at 360-45 8-6407 to schedule an inspection with Gary Carlson, the City of Yelm's Building Official. (24 -hour notice required) FEES The following permit fees, H applicable, are due at the time of permit issuance: Sewer permit Plan Review fee Building permit Plumbing permit Mechanical permit Sewer hook -up Water meter • Water hook -up Traffic Facilitation Charge Open Space Proof of payment of School Mitigation Building Pool raga are baud on comereeti., type, occupancy code and value, per the Uniform Bu lding Code (1997 edlWn) calculations. Plumbing pemet here are baud on the Uniform Plumbing Code (1997 edition), MM par -fixture fees added M a $20.00 basic pennil fee. Mechanical permit Ma are based on be Uniform Mechameal Code (1997 ed ba m), with Per -fixture fees added to a $20.00 bel rennil fee. Sewer limps fion Fee - $145.00 for single family resldencc; $145 W per ERU for Mu6i- Femi1y1CommercbVlnd.,Ar 1. Sewer ERU In the LID - $2,694.00 (plus LID Asseaammt); aublde the LID bounds . - $5.269.00 Water Mater- (518' m 314', pwitipped, pre - plumbed) $30D.00 Water ERU's(inside city limits)- $1.50000: (oubode city )units)- $2.000.00 Plan Review- 65% of Building Permit Fee: Stock Plan Approval Method -65% of 65% for subsequent plans. WA Building Code Fee - $4 50 Mobile I Manufactured Home Placement- $150.00 set-up fee. Latecomer, Fees, Traffic Fecllhation Charge, Open $pace- vanes School Mitigation Fees - determined by YNm Community schools - varies • 105 Yelm Auer, r.e Wear (360) 45 8-3835 PO Be. 499 (360) 45 &3144 FAX Yelm, WA 98597 uwu.ci.yelm.mo.re CITY OF YELM REQUIREMENTS FOR COMMERCIAL PLANS SUBMITTAL • Cover Sheet Must Include the Following Address of Building Owner of Building and Phone Number Architect and Phone Number Contractor and Phone Number Building Use Legal Description Zone Code (Seismic, Wind, Snow, Live Load and Dead Load) Occupancy Group Construction Type Building Area Plans Must Also Include the Following: Five (5) Full Sets of 24" x 36" Plans — one of these may be a '/, -scale set — which include Prints must be drawn and stamped by an Engineer or Architect' Foundation plan and details Structural plan and details • Area separation walls /Rated corridor details Elevations Number of stories Building height Roof drainage Mechanical drawings Electrical drawings Plumbing drawings Exits Fire alarm or sprinkler systems, if required NRED (Non Residential Energy Code) Two (2) Sets of Specifications e With the approval of the Building Official, small non - structural projects need not have a stamp. • 105 Vern; Avenue West (360) 45"835 PO Bus 479 (360) 458 144 FAX Yerm, WA 98597 wu+w.ei.yelm.wa . w L.F. "SKIP" BUSH Received JAN E 7 2005 STRUCTURAL CALCULATIONS FOR STORAGE BUILDING FOR YELM SCHOOL DISTRICT YELM, WA. PREPARED BY L.F. "SKIP" BUSH, P.E. January 20, 2005 J 663 16412 - 139th Avenue East Puyallup, WA 98374 (360) 893 -1464 Fax (360) 893 -1466 GENERAL NOTES J663 2003IBCSSF.GN Standards All methods, materials and workmanship shall conform to the 2003 International Building Code (IBC) as amended and adopted by the local building official or applicable jurisdiction. DESIGN CRITERIA Off 6 2nd Warehse Roof Floor Floor Vertical Loads: Dead Load Actual Actual Actual Live Load 25 PSF 75 PSF 150 PSF Lateral Forces Wind: Basic Wind Speed = 90 MPH Exposure B Seismic: Per IBC Sect. 16. Site Soil C1ass:D, Seismic Design Category D Soil Bearing Pressure: 2000 PSF (Assumed) All footings shall bear on firm, undisturbed earth or compacted backfill. CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Type I- II, and shall be ready -mixed per ASTM C -94. f1c -2500 PSI, maximum slump 5 ". Minimum cement content 5 sacks per yard. Metal Reinforcement: All reinforcing shall conform to ASTM A -615, Grade 60. Splices shall be 30 bar diameter, 18" minimum. CARPENTRY Wood Sheathing (Structural): Plywood shall be Group 1 or Group 2 species, APA Graded CDX Grade or Oriented Strand Board, Exposure 1, "A Graded. All plywood shall have a span rating of 24/0 and shall be 7/16" minimum for the roof and 3/8" minimum for the walls. Plywood siding shall be APA rated siding with exterior exposure. Framing Lumber -Beams and Headers: "Doug Fir- Larch" No. 1 (£p -1300 psi, f, =85 psi) - Joists and Purlins: "Doug Fir- Larch" No. 2 (fp -875 psi, f,-95 psi) or "Hem - Fir" No. 2 (fe =850 psi, f„-75 psi) - Studs: "Doug -Fir" No. 1 and 2 or "Hem -Fir" No.2 See dwgs for studs ® tall walls. General Reouirements: Provide minimum nailing per 2003 IBC Table 602.3(.1) more as otherwise shown. Pressure treat all wood in contact with concrete. Provide cut washers where bolt heads, nuts and lag screw heads bear on wood. Do not notch or drill structural members, except as allowed by IBC or as approved prior to installation. Framing Connectors: Shall meet the requirements of IBC 1715 and be manufactured by Simpson Company, San Leandro, CA, or approved equal. Provide maximum size and quantity of nails or bolts per manufacturer, except as noted otherwise. Glue- Laminated Members: Conform to ANSI /AITC A190.1 -1983. Members shall be combination 24F -V4 Douglas Fir for simple spans (24F V8 Douglas Fjr for cantilevered spans) with exterior glue. Architectural Appearance Grade where exposed to view, Industrial Appearance where not exposed to view. All members to have AITC or APA -EWS stamp. Camber 1 x dead load deflection minimum, or as shown on drawings. Metal Plated Wood Trusses: Shall meet the requirements of IBC 2303.41 and be manufactured by an approved truss manufacturer. Trusses shall be designed for the above design criterion plus snow drift and any additional loads shown on the framing plan. Provide truss shop drawings stamped by a structural engineer licensed in the State of Washington. Trua- Joists: Shall be manufactured only in a True -Joist Corporation plant under the direction of the licensed Professional Engineer resident at the plant in accordance with approved shop drawings. Trus- Joists shall be designed to carry the loads listed in the design criterion plus snow drift and any additional loads indicated on the framing plan. Provide shop and installation drawings produced under the supervision of and bearing the stamp of a structural engineer licensed in the State of Washington. L.F. "SKIP" BUSH ❑ MEMO PROJECTNO: ✓(eGj CONSULTING STRUCTURAL ENGINEER p CALCULATION DATE: L 7-126 � 1217 - 122nd Street Court East ❑ MEETINOMINVTES BY: Tacoma, Washington 98445 O TELEPHONE RECORD SHEET.0/► 1 of (253) 537 -7833 CA2ce -a! /L?5 —� /b�7- 0. D zz Fax: (253) 531 -8103 oK Q Z4 PROJECT: YctM 5 0 MrVA4" si pc- .nrT ,t 4G-8! Q 7 S PSP GL Y / S /JP a C - ZO I-TA F,n /9 /L SA•AN 8 � R m.07 C i9•S) s.z . /L •• TJJ j> /o SS CA2ce -a! /L?5 —� /b�7- JI /C00 D zz TJT / "a o oK Q Z4 /In . TJ Z/ C f 0 o .t 0,09 � I oK LP L. 33, or Z. ZIL A-41 s Z0. 77/P Lt so 0. /60 K /FTi Q Z4 C 4. /S/ � /Fr. a Z S� 9• 'I L 0 m, 0 9 C /9. 4Z = m. 672 z ¢,, 0 9 (3(.IZS) !.� fA 3 A"�Ih ° 2 17 Z' I P�nl M o oq Cs3.1 5 Z, /SIbrr r z.ejL`AL L m.0% / cn iL. z5.:.. Z.0 ¢ �l �t Z, 7,7- L /ST o �a •h GtSG 2K V C! /(" /uf"D- +La.c y2 w.d wf /r' / /J GC 5'0l /9. 9 Z 54.$ x' K' 2 S 1,2.3 2S• ) 7,0,1 l co "3 - .f mtyS gl � f __/,CK— za. b4' k +zS.a�` 1�13'cL •i 2e�ox 17, -o c! (FD f! -C — 0.04 -(7_7) n 1 i0C I6�.c. 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"SKIP" BUSH CONSULTING STRUCTURAL ENGINEER 1217 - 122nd SU [Dort East Tacoma, Washington 98445 (206) 537 -7833 Fax: (206) 531-8103 ❑ MEMO O CALCULATION ❑ MEETING MINUTES O TELEPHONE RECORD PROJECT, i .v ' , A o nd i ca n W a._. / 4' PROJECT NO: (s (e = DATE: / % - O S BY TC� SNEEP._aQ_�(,�s�dl wAA 0,041,911 s - '0.019(1 fa S¢4 t` o•zL rI. S8 I ALI 1 D ail/ ,� ApNt IL IZ• 3 e.zs A vd4 eto -n v 8, 7.5 = = V 7- I. 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