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20170170 Permit Pkg 04242017c')IV O O M CD OD OD �o 0 N TAHOMA TERRA APPROVED LOT- 1 1 By John R City of Yelm at 1:07 pm, Apr 07, 2017 64" 10' UTILITY � L> 1 , I 57 EASEMENT �� + 1' -7" 21' -72" 22' -04" N01 °40'08 "E 97.28' I 18' -82" or 5F SF SILT FENCE r GAS j ° - -------- - - - - - - - - - - - - - - - - - - - - - - - - -------- - - - - II 7 WATER E— -- - - - - -CD i 5' BSBL � � I 1■■■ ■■■■■■■■■■■■■■■■■■ r■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■�■■■■■■■■■■■■■■ ■ ■■■■■■■■■■■■■ IMMMIL ■ i 18' -9" -� ■ ■ Ali 57' I■ z 2' min. setback ' : •Q Lu o e I between sidewalks IF : 21 : ° to -' Q I N driveways, o L 0 T 11 I. ; w•• I .: °: a, - easements,and 2853B -9 -2 ° r ■ II STEP tank W /5' min. from property lines 1' M - house & porch - a a foundation & 2' from = ° ' co F EE ■ co Iutility easement. = I PORCH I •o I• i■l■■ ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■44 : STEP TA72- Y■ ■■■■■■■■■■■ ■■ ■■ ■ ■■ ■F i SS C/O M I I CURTAIN I 00 I cn N DRAIN WITH No 90's in side sewer and i 'o _�°; PERFORATED � ! ° 04 1 min. between 45 s. N N PIPE (TYP) — -- - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - I , - - - -2 o OI �SFwFR 5 BSBL — L` — co +j �q, 1 S01 °40'08 "W 97.90' L IMPERVIOUS AREA 10' 26-84" ST C/O (TYP) ROOF= 1,913 S.F. SCALE: 1"=10' DRIVEWAY & SIDEWALK =440 S.F. TOTAL= 2353 S.F. 0 5 10 20 LOT S.F.= 5,855 APPROVED FOR SEWER 0 a M•- D. M.- �'V 11 i ST JP — NOTES: 1. FRONT PORCH FOUNDATION AND STEP TANK LOCATION SHALL BE STAKED OUT FOR SET BACK INSPECTION. CONTACT INFO MEGAN: (253) 256 -8748 City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: SOUNDBUILT NW LLC Address: PO BOX 73790 PUYALLUP WA 98373 Property Information: Site Address: 14514 98TH WAY SE Assessor Parcel No.: 78640101100 Contractor Information: Name: SOUNDBUILT NW LLC Address: PO BOX 73790 PUYALLUP WA 98373 Contractor License No.: SOUNDHL831CL Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 11, PLAN 2853B Sq. Ft. per floor: First 1063 Second 1322 Third 468 Garage 391 Basement Fees: Item NEW RESIDENTIAL BUILDING MECHANICAL PLUMBING Subdivision: Permit No.: 20170170 Issue Date: 4124/2017 (Work must be completed within 180 days) Phone: 253 - 848 -0820 Owner: SOUNDBUILT NW LLC TAHOMA TERRA Lot: 11 Phone: Expires: 2/13/2019 Heat Type (Electric, Gas, Other) GAS Contractor Fees SOUNDBUILT NW LLC $23,289.82 SOUND HEATING & AC $ 91.25 RAINIER VIEW ROOTER $ 118.00 TOTAL FEES: $ 23,499.07 Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently registered in the State of Washington. Signature Date �4 1 Firm SIY-,a 1/Jl �O CYIpS OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: Cite of Mm (361) 458 -3244 REC4: 00266731 4/24/2017 3:40 PM OPER: CO TERM: 001 REFS: 9647 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20170170 23,499.0 CR SOUNDBUILT NW LLC 14514 98TH WAY SE BLD -RESI 23,289.8,CR MECH 91.2` CR PL 118.0(CR TRAN: 33.0000 BUILDING PERMI'IS 20170171 23,068.8FCR SOUNDBUILT NW LLC 9915 JENSEN DR SE BLD -RESI 22,859.6(CR MECH 91.2! CR PL 118.0(CR TRAM: 33.0000 BUILDING PERMITS 20170172 23,068.8ECR SOUNDBUILT NW LLC 9927 JENSEN DR SE ELD -RES1 22,859.6(CR MECH 91.2 CR PL 118.0(CR TENDERED: 69,636.77 (HECK FPPLIED: 69,636.77- CHANGE: 0.00 CITY OF YELM &(70170 RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: 14514 98th way SE Subdivision: Tahoma Terra Lot #: 11 Parcel #: 78640101100 Plan #: 28534K `2, Zoning: IJ New Construction ❑ Re -Model / Re -Roof / Addition -1 Home Occupation Sign El Plumbing 0 Mechanical F_ Mobile / Manufactured Home Placement C Other Project Description /Scope of Work: construct new SFR using base plan 2853 -2 elevation Project Value:y 87"'1 Building Area (sq. ft) 1 st Floor 1063 2nd Floor 1322 3rd Floor 468 Garage -2 car 391 3 car Covered Patio 109 Covered Porch 58 Patio Deck # Bedrooms 4 # Bathrooms 3_5 Heating GAS /OTHER r ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? No If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: soundbuilt Homes ADDRESS PO Box 73790 EMAIL meganp @soundbuilthomes.com CITY Puyallup STATE WA ZIP 98373 TELEPHONE 253 - 848 -0820 ARCHITECT /ENGINEER Landmark Design /Sega Engineers LICENSE # ENG - #26606 (Greg Thesencitz) ADDRESS 1202 Main St #104 EMAIL kevin @landmarkdesign.cwm CITY Sumner STATE WA ZIP 98390 TELEPHONE 253-826 -7808 GENERAL CONTRACTOR soundbuilt Homes TELEPHONE 253 - 846 -0820 ADDRESS PD Box 73790 EMAIL meganp @soundbuilthomes.com CITY Puyallup STATE WA ZIP 98373 FAX n/a CONTRACTOR'S LICENSE # SouNDHL831CL EXP DATE 2/19 CITY LICENSE # PLUMBING CONTRACTOR Rainier view Rooter t_t_c TELEPHONE 253- 435 -1996 ADDRESS Po Box 73070 EMAIL CITY Puyallup STATE WA ZIP 98373 FAX CONTRACTOR'S LICENSE # RAINIV 9942DF EXP DATE 3/18 CITY LICENSE # MECHANICAL CONTRACTOR sound Heating s AC TELEPHONE 253 -875 -3350 ADDRESS 5526184th St E #A EMAIL CITY Puyallup STATE WA ZIP 98375 FAX CONTRACTOR'S LICENSE # SouNDHC867DE EXP DATE 3/18 CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. Applicant's S' n ,fu re Date Owner / Con r or / Owner's 4 /t/ Contractor's Agent (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 MAR I 7�] 105 Yelm Avenue West Yelm, WA 98597 www.ci.yelm.wa.us (360) 458- U3T: ..............seosma (360) 458 -3144 FAX STRUCTURAL CALCULATIONS FOR THE LANDMARK DESIGN RESIDENTIAL PROJECT l7►c°t�r WASI{I�t. � �'�14NAL Job No.: 12 -021 Location: Yelm, Washington Copyright 2016, SEGA Engineers Plan L2M -2853 October 25, 2016 SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL Black Diamond, WA 98010 (360) 886 -1017 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing review for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I- joists, and the foundation is typical concrete strip footings with a crawl space. The attached calculations are to be used as a `basic' submittal for several potential building sites. The cover sheet should have an original signature in blue ink over the seal. Application and use for individual lots or sub - divisions shall be specifically identified by separate letter for each location. The contractor assumes all responsibility and liability for sites not expressly reviewed and approved. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers for this submittal. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2015 LOADS Roof DL 15 psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph K, 1.00 Exposure B Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,200 psf Copyright 2016, SEGA Engineers Mit) Project 1-2 -2853 Job No. 12 -021 Bv: GAT Checked Date: 09 /07/16 Sht 1 SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) '/2" OSB 2x @24" Insulation 5 /g' GWB Misc. LL Snow, Pf Reduction, Cs 6/12 pitch = 27 deg FLOOR DL LL DECKS DL LL WALLS DL Copyright 2012, SEGA Engineers Flooring 3/4" Plywood 2x12 @12 "oc 5 /8' GWB Misc. Residential 2 x Decking 2x10 @16 "oc Misc Residential Siding 1/2" Plywood 2x6 @16 "oc Insul '/2" GWB Project 1-2 -2853 Job No. 12 -021 By: GAT Checked Date: 02/21/12 Sht 1 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf (115% Load Duration) 0.00 (Ct = 1.1, other surfaces) 39.2 psf 0.5 psf 2.3 4.4 2.8 1.5 11.5 psf 40 psf 51.5 psf 4.3 psf 2.8 1.5 8.6 40 psf 3.5 1.5 psf 1.7 0.6 2.2 48.6 psf 9.5 psf SEGA Engineers PROJECT Structural & Civil Consulting Engineers Z'?�53 22939 SE 292nd Place JOB NO. FIGURED BY ' Z _ O Black Diamond, Washington 98010 (360) 886 -1017 (/ CHECKED BY DATE // Z. SHEET Z OF } 1 0J zj ¢L)(4ervtCi)��mpJ�� � 8 1)4 -7 8 1 z J !' /'1 fin, -73�gp3�i �' )Z /A' Q �' )3 = 101 j Copyright 2012, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 C1 6AA WE LZ- Z"°,s3 JOB NO. IZ —0 ZI FIGURED BY (_. CHECKED BY DATE pZ /1-j/jZSHEET3 OF (d, 33"''"") (14')z = 8.) )1 /F' tick +%' �Z� j z,-sx pZ -e-- /z'r �z 711Z lr t Copyright 2012, SEGA Engineers SEGA Engineers PROJECT Structural & Civil Consulting Engineers L- Z' — Z 16 S 3 22939 SE 292nd Place JOB NO. f Z -0-L1 FIGURED BY(-,1 A7 Black Diamond, Washington 98010 O�zi (360) 886 -1017 CHECKED BY DATE / SHEET 98010 4 OF Z. ("'IL 45-14C sytk7r-+- /t0 7 C.'�'� Copyright 2012, SEGA Engineers SEGA Engineers PROJECT /Structural & Civil Consulting Engineers JOB NO. IZ -per l FIGURED BY 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE ++�jSj L SHEET-5' OF z r1014- rc Gv j�-� Sect r �)( 4 M= /•�Zrl�� C /S- 'S'�z— .1r� 1�'t�i� ,� ��G iii �I JzXI�o -7 z f �w co v� 'G. -7-1L O� Copyright 2010, SEGA Engineers SEGA Engineers Project L2 -2853 Structural & Civil Consulting Engineers Job No. 12 -021 By: GAT 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 06/08/13 Sht. CO LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F Sos W Eq. 12.14 -11 R where, F = 1.1 Two -Story Building Sos = 1.00 Ss = 1.5 Fa = 1.00 (Table 11.4 -1, SS > 1.25) R = 6.5 Table 12.14 -1 W = Seismic Weight For W: Wroot= (28ft) (44ft) (16psf)+ (2) (28ft+ 44ft) (4.0ft) (9.5psf) = 25kips Wfloor= (28ft) (50ft) (14psf)+ (2) (28ft+ 50ft) (8.5ft) (9.5psf) = 32kips W total = 57 kips Design Base Shear, V = ( .169) (57 kip) = 9.7 kip (17.7psf) + (30ft) E _ 9.7 kip = 6.9 kip + (30ft) (1ft ) (18.6 psf) = 13.8x0.6 = 8.3 kip s Vs/s = ( 57 ft ) ( 10 ft ) WIND (17.7 psf) + (45ft ) (5ft ) (17.7 psf) + (17 ft) (5ft) Design Wind Pressure, ps = A Ke Ps3o ( 5 ft ) Eq. 28.6 -1, Sect. 28.6.3 (18.6 psf) where, Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side /Side = 1.00 0 - 15 ft Exposure B Figure 28.6 -1 = 1.00 20 ft = 1.00 25 ft = 1.00 30 ft = 1.05 35 ft Kn = 1.00 Section 26.8 Pao = 17.7 psf 110 mph Figure 28.6 -1 (ASD) Po _ 15 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) P20 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) Pao = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) P35 = ( 1.05 ) ( 1.00 ) (17.7 psf) = 18.59 psf ( x 0.6 = 11.15 psf) Design Base Shear: (Wind) VfIb= (30ft) (10ft) (17.7 psf) + (30ft ) (5ft) (17.7psf) + (30ft) (5ft ) (17.7 psf) + (30ft) (5ft) (17.7psf) + (30ft) (1ft ) (18.6 psf) = 13.8x0.6 = 8.3 kip s Vs/s = ( 57 ft ) ( 10 ft ) (17.7 psf) + ( 52 ft ) ( 5 ft ) (17.7 psf) + (45ft ) (5ft ) (17.7 psf) + (17 ft) (5ft) (17.7psf) + ( 5 ft ) (1 ft) (18.6 psf) = 20.3 x 0.6 = 12.2 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side /Side Copyright 2013, SEGA Engineers SEGA En ineers PROJECT Structural & Civil Consulting Engineers JOB NO. %Z ��� FIGURED BY 22939 SE 292nd Place BIack Diamond, Washington 98010 (360) 886 -1017 CHECKED BY DATE 2j / /Z- SHEET -1017 � P Ste+ D 3Z S,05� .114 -7- �%►�c�. '� Z iz'aoF -. VA-; Z, sod A0, eFr (040 le/LA �.OvL 25 DP Z!9 Copyright 2012, SEGA Engineers 41 ` d•qt 0,12 q* .4-4 �5fi1�g�S SEGA Engineers PROJECT I - - Structural & Civil Consulting Engineers 22939 SE 292nd Place JOB NO. 17 .0z i FIGURED BY 6 ,,jT' Black Diamond, Washington 98010 (360) 886 -1017 CHECKED BY DATE"�Zl/&, SHEET R OF �2 = a /73.0 0 ` D -3,) 73 �= - �i't3,.S I _ .7p_ S,731# hi : --50C I y ' Ur io )110, � P�F� �� q U o- /U c, 3'' ys7�6 6A:r lemw Ms> afA%, v I Vif w +� VP,' q-,c L V A. I 4_ k w,-L4 Copyright 2012, SEGA Engineers m fm-1-6 0 SEGA Engineers PROJECT Structural & Civil Consulting Engineers JOB NO. j -Z, . Z FIGURED BY 6,47- oz CHECKED BY DATE LSHEET ?OF 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 Lz. ~ Z-? s3 f 6/ �Z :SA /5 � -- 4W4 D �49W- JAIAc L 411 r-dDF Zd�JLJ� )00 4�N F?' ' Copyright 2012, SEGA Engineers pLr�f i�►s' 44- SEGR Engineers PROJECT L2-2053 Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886 -1017 • FAX 886 -1016 5HEAR WALL KEY PLAN JOB NO. 12-021 FIGURED BY GAT CHECKED BY DATE 02/21/12 SHEET 3 OF J SHEAR WALL SCHEDULE Mark Minimum Sheathing 1 Sheathing Nailing 1) Anchor Bolts 3) Remarks (4) 5 /8" T1 -11 or 8d @ 6" O.C. 5 /8" @ 60" o.c. Qall = 230 plf '/2 OSB 1/2' CDX or 8d @ 4" o.c. 5 /8" @ 32" o.c. Qall = 350 plf OSB 1/2' CDX or 8d @ 3" O.C. 5 /g" @ 16" o.c. Qall = 450 Of OSB Use minimum 3x studs at abutting panel edges and stagger nails. See Detail 12/S2.0 for Construction Notes: 1) All walls designated are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0) and nailed at all panel edges (Blocked) per schedule (uno). Edge nailing at abutting T1 -11 panels shall be through each edge of each panel. Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 4" from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be minimum 3" x 3" x' /4' and of hot - dipped zinc- coated galvanized steel. 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U- factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956 -2042 for assistance. Project Information Contact Information L2 M -2853 AU A Heating System Type: ® All Other systems] Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature instructions Design Temperature Difference (AT) Lacey V AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building 15,696 Btu/ Hour Sum of UA X AT Air Leakage Heat Load Conditioned Floor Area VolumeX 0.6XATX.018 Building Design Heat Load 29,577 Btu / Hour Instructions Conditioned Floor Area (sq ft) 2,853 32,535 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Average Ceiling Height Maximum Heat Equipment Output Conditioned Volume Instructions Average Ceiling Height (ft) 8.5 24,251 Glazing and Doors U- Factor X Area = UA 0.30 256 76.80 Skylights U- Factor X Area = UA Instructions 0.50 - -- Insulation Attic U- Factor X Area = UA Instructions 1 R � 0.026 1,465 38.09 -49 6 . ..� Single Rafter or Joist Vaulted Ceilings U- Factor X Area UA Instructions Select R -Value � No selection - -- Above Grade Walls (see Figure 1) U- Factor X Area UA Instructions 0.056 2,585 144.76 er R -21 Intmediate Floors U- Factor X Area UA Instructions 0.025 1,460 36.50 Below Grade Walls (see Figure 1) U- Factor X Area UA Instructions Select R-1- '• No selection 0 - -- Slab Below Grade (see Figure 1) F- Factor X Length UA Instructions — ning Sefertconditia � No selection � - -- Slab on Grade (seeFigure1) F- Factor X Length UA Instructions Select R -Value � No selection Location of Ducts Instructions Duct Leakage Coefficient U—ndition ed Spare T . 1.10 Sum of UA 296.15 Figure 1. Above Grade 53 Envelope Heat Load 15,696 Btu/ Hour Sum of UA X AT Air Leakage Heat Load 13,881 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 29,577 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 32,535 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 45,548 Btu/ Hour Budding and Duct Heat Loss X 1.40 for Forced Air Furnace Budding and Duct Heat Loss X 1.25 for Heat Pump (07/01/13)