Loading...
20150319 Permit Pkg 10282015City 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: 15562 CHAD DR SE Assessor Parcel No.: 41610003700 Contractor Information: Name: SOUNDBUILT NW LLC Address: PO BOX 73790 PUYALLUP WA 98373 Contractor License No.: Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 37, PLAN 3079a Sq. Ft. per floor: First 1435 Second 1644 Third Garage 453 Basement Fees: Item NEW RESIDENTIAL BUILDING MECHANICAL PLUMBING Subdivision Permit No.: 20150319 Issue Date: 10/28/2015 (Work must be completed within 180 days) Phone: 253 - 848 -0820 Owner: SOUNDBUILT NW LLC CHERRY MEADOWS Lot: 37 Expires Phone: 0 /00 /0000 Heat Type (Electric, Gas, Other) GAS Contractor Fees SOUNDBUILT NW LLC $18,417.85 SOUND HEATING & AC $ 84.75 RAINIER VIEW ROOTER, LLC $ 125.00 TOTAL FEES: $ 18,627.60 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. —� Signatur Date Firm r)t k V1 _1 A OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: City of felm (36 ) 458 -3244 REC #: 00211388 10/28/2015 3 :50 PM OPER: CO TERM: 001 REF #: 5901 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20150319 18,627.60CR SOUNDBUILT NW LLC 15562 CHAD DR SE BLD -RES1 18,417.85CR hECH 84.75CR PL 125.000R TENDERED: 18,627.60 CHECK APPLIED: 18,627.60- CHANGE: 0.00 lui a =00- CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: 15562 Chad Dr SE Parcel #: 41610000370 Subdivision: Cherry Meadows Lot #: 37 Plan #: 3079A Zoning: C'] New Construction ❑ Re -Model / Re -Roof / Addition Home Occupation Sign 0 Plumbing 0 Mechanical Mobile / Manufactured Home Placement Other Project Description /Scope "of Work:: Construct SFR using plan 3079A Project Value: 35(e, 50 Building Area (sq. ft) 1St Floor 1435 2nd Floor 1644 3rd Floor Garage -2 car 453 3 car. Covered Patio Covered Porch 142 Patio 166 Deck # Bedrooms a #Bathrooms 2_5 Heating: GAS /OTHE�or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? 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 -648 -0820 ARCHITECT /ENGINEER Landmark Design /Sega Engineers LICENSE # Eng - 26606 ( Greg Thesencitz) ADDRESS 1202 Main St #104 EMAIL kevin@landmarkplans.com CITY Sumner STATE WA ZIP 98390 TELEPHONE 253- 826 -7808 GENERAL CONTRACTOR Soundbuilt Homes TELEPHONE 253 -846 -0620 ADDRESS Po sox 73790 EMAIL meganp @soundbuilthomes.com CITY Puyallup STATE WA ZIP 98373 FAX n/a CONTRACTOR'S LICENSE # SOUNDNL911CL EXP DATE 2/17 CITY LICENSE # PLUMBING CONTRACTOR Rainieryiew Rooter LLC TELEPHONE 253 - 435 -1996 ADDRESS Pa Box 73070 EMAIL CITY Puyallup STATE WA ZIP 98373 FAX CONTRACTOR'S LICENSE # RAINIVR942DF EXP DATE 3/16 CITY LICENSE # MECHANICAL CONTRACTOR Sound Heating & AC TELEPHONE 253 -875 -3350 ADDRESS 5526184th St E #A EMAIL CITY Puyallup STATE WA ZIP 98375 FAX CONTRACTOR'S LICENSE # SouNDHAO06DA EXP DATE 5117114 CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the c9n6truction on, and the occupancy and the use of the above described property will be in accordance with he laws, ru and regulations of the State of Washington and the City of Yelm. n 10/6/2015 Applicant's Signaure Date Owner / Contract r I O ner's Agent / Contractor s Agent (Please circle one.) All permits are note -- Transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended r or abandoned for a period of 180 days _ S OCT 0 6 2015 105 Yelm Avenue West (360) 458 -3835 Yelm, WA 98597 (360) 458 -3144 FAX www.ci.yelm.wa.us YELM COMMUNITY SCHOOLS PO BOX 476 YELM WA 98597 Receipt #: 314231 Clerk: Croy Manual #: Terminal: 1 9/24/2015 9:23 AM NSOUNDBUILT NSOUNDBUILT SOUND BUILT NW LLC, HOMES PO BOX 73790 PUYALLUP, WA 98373 -0790 Qty Item Price 1 CPF MITIGATION 3015.00 MITIGATION 03- 021 /LOT #37/15562 CHAD DR SE; YELM 1 CPF MITIGATION 3015.00 MITIGATION 03- 021 /LOT 38/15568 CHAD DR SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 03- 021 /LOT 39/15574 CHAD DR SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 03- 021 /LOT 40/15580 CHAD DR SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 03- 021 /LOT 41/15586 CHAD DR SE; YELM Subtotal 15075.00 Tax 0.00 Total 15075.00 Check 15075.00 5668 Change Due 0.00 THANK YOU cn d STAFFACCOUNTANT September 23, 2015 RE: Mitigation Fee YCS Ref. # 03 -021 Attn: Kimberleigh Valdez teamvaldez @firstam.com 360.458.6125 FAX: 360.458.6178 107 FIRST STREET NORTH PO Box 476 YELM, WA 98597 -0476 dmdndd_ztglerC�ycs. eved net.edu Cherry Meadows Development, lot 37,38 ,39,40,41,91,92,93,94,95,96,97, 125,127,128,129,130,131,132,133 has not been paid. Mitigation is not required at time of property sale but must be paid prior to obtaining a building permit from the City of Yelm or Thurston County. A parcel's title is not released from mitigation until fees have been paid and release filed with Thurston County. The mitigation due for each lot is $3,015.00. See attached sheet for parcel number and address for each lot above. The total of 20 lots listed above would be $60,300.00 If you have any questions, please feel free to call me. Amanda Zigler Staff Accountant Business Officer 360.458.6125 YELM COMMUNITY SCHOOLS 15 AN EQUAL OPPORTUNITY EMPLOYER AND FOLLOWS TITLE IX REQUIREMENTS. 9123/2015 Yelm Community Schools Mail - Fwd: File Number - 2523242 - Address - Vacant Land, Cherry Meadows - Seller- Freestone Cherry Meadows, LLC- Buyer -... What parcel number are you looking for? Vacant land for the property address doesn't help me? Amanda Zigler Yelm Community Schools Staff Accountant 360- 458 -6125 amanda-zigier@ycs.wednet.edu [Quoted text hidden] TeamValdez <TeamValdez@firstam.com> Tue, Sep 22, 2015 at 1:47 PM To: Amanda Zigler <amanda zigler @ycs.wednet.edu> I apologize - my assistant should have included the legal Tax Account No.: 0 15, pv � 41610003700 Lot 37 U� � 3D i� 41610003800 Lot 38 2 41610003900 Lot 39 1 `' t fD 1 vv 1} 41610004000 Lot 40 c-:; c:--> ��c� by- 41610004 100 Lot 41'� lD 41610009100 Lot 91 ( (5 -5 CO- g 7 f tV'�- Yi uu -- GL�rj 4 41610009200 Lot 92 1 c:5 40 l_Q 1'1(,- 1�1 c t ,:K 41610009300 Lot 93 1 c5 4 1 d ct 41610009400 Lot 94 I b u z) o-Q -- I d 41610009500 Lot 95 1 (771L' 2 t j ( 41610009600 Lot 96 1� DU I Z 41610009700 Lot 97 i al- 41610012500 Lot 125 1 `T� a r 1nb� ( 41610012700 Lot 127 1 , L b l S- l 41610012800 Lot 128 � �J ! G � :3L'l ' 00 D ! 41610012900 Lot 129 j FJ L1 oo �J - 41610013000 Lot 130 C�-5 4 -)- t bo U !`f 41610013100 Lot 131 i 41610013200 Lot 132 t CJ `' C) q C 41610013300 Lot 133 https: / /mail.googl e.com /m ai I /u!0 / ?ui= 2 &ik= 99bef7bbf8 &view = pt& search =i nbox &th= 14ff6a532b7cOa8d&si m l= 14ff6a532b7cOa8d &si m 1= 14ff6ca9c5a5a929 &si m l =... 315 f w� co Q' 0f 0 i' Uf f i I r7 -- 1 F I L 23' in W a 2' !o v � t o� I it z w I � aP_ Q ol� Lu �cj (r< I wa t Ow OwI 0 I 0-0 I U I COVERED AREA= 23' O S IoL'" 5C� C(2S uNDC 12 Qc6 (LCRc— _,; 2' MINIMUM SETBACK BETWEEN SIDEWALKS, DRIVEWAYS, EASEMENTS, AND STEP TANK. SOUNDBUILT HOMES.COM P.O. BOX 73790 PUYALLUP, WA 98373 PH:(253) 848 -0820 CHERRY MEADOWS LOT 371 PLAN 3079 15562 Chad Dr SE, Yeim, WA 98597 PARCEL # 416 a7@0 r � fy of '*elm, L;uu Approved =P TANK �! 4' 46' 28.59' m 0 .Q I N J_ _ S88 °16'07 "E BSBL _ 101.59' — — — — — I $T u 5.8' 28.6' 0 II I I ROOF DRAIN I .� LINE (TYP) i L 112' 53' T- — 16.62' I PORCH ;I 4 rI J I mid o Q z z cf) w N 3: w p i� OUTDOO LIVING I PROPOSED AREA STRUCTURE I' 16.63' Soa — 0) I I m C.O. M I o� 28.65' T io . 5' BSBL N88 °16 -07-W ❑ ❑ tO —� 101.66' 50' � 1 3 2Q15 NOTES: 1. FRONT PORCH FOUNDATION AND STEP TANK LOCATION SHALL BE STAKED OUT FOR SET BACK INSPECTION. 3. CONNECT PVC ROOF DRAINS TO DRYWELL. 28.67' u— =SILT FENCING COVERAGE CALC. LOT AREA= 5,284 SF PROPOSED STRUCTURE= 2,240 SF Lu COVERED AREA= 205 SF v CONCRETE= 428 SF U TOTAL IMPERVIOUS= 2,873 SF LOT COVERAGE= 54.37% Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information Soundbuilt 3079 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Climate Zone Fenestration U- Factor b Skylight U- Factor Glazed Fenestration SHGCb e Ceiling Wood Frame Wall9 k 1 Mass Wall R- Value' Floor Below Grade WalIlk Slabd R -Value & Depth 5 & Marine 4 R- Value a U- Factor a 6 R- Value a U- Factor a n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 49' 0.026 49 0.026 21 int 0.056 21 +5ci 0.044 21/21' 0.056 21 +5h 0.044 309 0.029 1 309 0.029 10/15/21 int + TB 0.042 10/15/21 int + TB 0.042 10, 2 ft n/a 10, 4 ft n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two- family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 71. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 1 b Efficient Building Envelope lb 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c JAir Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http: / /www.energy.wsu.edu/ Documents /2012 %20Res%20Energy.pdf ❑❑ "1200 kwh 1.5 0.0 1.50 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R- values are minimums. U- factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U- factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 11 10/15/21. +TB" means R -10 continuous insulation on the exterior of the wall, or R -15 on the continuous insulation on the interior of the wall, or R -21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21. +TB" shall be permitted to be met with R -13 cavity insulation on the interior of the basement wall plus R -5 continuous insulation on the interior or exterior of the wall. "10/13" means R -10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R -10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13. +5" means R -13 cavity insulation plus R -5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R -value shall be permitted to be reduced by no more than R -3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. ' The second R -value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist - vaulted ceilings, the insulation may be reduced to R -38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R -10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. ° Nonfenestration U- factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information 3079 A Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U- factor 10.20 Ref. 1-1-factor LIVING ROOM 0.30 ENTRY 1 1 0.30 DINING ROOM �1 0.30 KITCHEN MMEME 0.30 NOOK 10.30 FAMILY ROOM 11 0.30 UTILITY . 11 0.30 ENTRY ABOVE 0.30 BEDROOM 4 MMEME 0.30 BEDROOM 2 0.30 BEDROOM 3 • 11 0.30 BONUS ROOM 1 1 0.30 BONUS ROOM 1.11 10.30 MASTER BATH EI©EMO 0.30 MASTER BEDROOM III 0.30 MASTER BEDROOM 11 0.30 GARAGE /DWELLING DOOR 1.11 0.20 III 11 111 11 EIMEME 11 111 11 111 EIM 111 11 ©E 11 M© I I 1 11 M■ 111 MMEME EIME©O MMEME MMEME MMEME INMEENO NEMENNO Contact Information Width Height Qt. Feet Inch Feet Inch 1 13 16 18 Width Height Qt. Feet Inch Feet Inch MMEME 1I III 1 1 =MEMO 1 �1 MMEME MMEME 11 .11 11 . 11 MMEME .11 ®1 MMEME 11 . 11 EI©E©O • 11 1 1 MMEME 1 1 1.11 1 1 III EI©EMO III 1 1 III 11 MMEME 11 1 I1 1 1.11 MMEME III 11 111 11 EIMEME 11 111 11 111 EIM 111 11 ©E 11 M© I I 1 11 M■ 111 MMEME EIME©O MMEME MMEME MMEME INMEENO NEMENNO IMEENEE MMEME NEMENNO MMEME MMEME INMEMO MMEME MMEME MMEME IEMEMO MMEME M-■-■ -MEMO --■-■ Area UA Area UA 1I III Area UA 1 �1 1 1 • 11 1 �1 11 .11 11 . 11 11 .11 ®1 .I 11 . 11 1 1 • 11 1 1 III 1 1 1.11 1 1 III 1 1 III 1 1 III 11 111 11 1 I1 1 1.11 II III 11 111 11 111 11 111 11 111 11 111 11 111 11 111 I I 1 11 11 111 Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Overhead Glazing (Skylights) Component Description Ret. U- factor Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 411.31 121.61 0.30 Area UA 11 111 11 111 11 111 11 111 411.31 121.61 0.30 Area UA I I 1 11 1 11 431.3 125.61 11 111 I I 1 11 1 11 431.3 125.61 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 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 2012 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 Soundbuilt 3079 ar" Heating System Type: O All Other Systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions ". Design Temperature Instructions Design Temperature Difference (4T) La cey * AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building 19,565 Btu/Hour Sum of UA X dT Conditioned Floor Area Air Leakage Heat Load 14,981 Btu / Hour VolumeX 0.6XATX.018 Instructions Conditioned Floor Area (sq ft) Building Design Heat Load 34,545 Btu / Hour Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) Btu / Hour Ducts in unconditioned space: Sum of Building Heal Loss X 26,172 Glazing and Doors U- Factor X Area = UA Instructions Building and Duct Heat Loss X 1.40 for Forced Air Furnace 0.30 t='= 129.60 Skylights U- Factor X Area = UA Instructions 0.50% - -- Insulation Attic U- Factor X Area = UA Instructions '- -- R_49 � XW ' 0.026 42.74 Single Rafter or Joist Vaulted Ceilings U- Factor Area UA Instructions .. No Vaulted Ceilings ngs in this project. - -- Above Grade Walls (see Figure 1) U- Factor Area UA Instructions R -21 Intermediate 0.056 143.47 Floors U- Factor Area UA Instructions 0.029 53.L 33 R -30 '►- Below Grade Walls (see Figure t) U- Factor Area UA Instructions - -- No Below Grade Walls in this project. w Slab Below Grade (see Figure t) F- Factor Length UA Instructions No Slab Below Grade in this project. Slab on Grade (see figure 1) F- Factor Length UA Instructions — No Slab on Grade in this project. - -_ Location of Ducts Instructions mm Duct Leakage Coefficient � Unconditioned Space ��lII�III�IRIA�lI �Alllll �": 1.10 Sum of UA 369.15 Figure 1. Above Grade 53 Envelope Heat Load 19,565 Btu/Hour Sum of UA X dT Air Leakage Heat Load 14,981 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 34,545 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 38,000 Btu / Hour Ducts in unconditioned space: Sum of Building Heal Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 53,200 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) STRUCTURAL CALCULATIONS FOR THE SOUNDBUILT HOMES RESIDENTIAL PROJECT Plan 3079A -2 September 18, 2015 � 2b66 Job No.: 15 -010 Location: Lots 24 - 133, Cherry Meadows Yelm, Washington Copyright 2015, SEGA Engineers SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 OCT 06 2015 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 red -lines for a two -story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood 1- joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. 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. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE /SE 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), 2012 LOADS Roof DL 15 psf LL 25 psf DL 10 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph KZt 1.00 Exposure B Seismic Design Category D Sos 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2015, SEGA Engineers Mit) Project Plan 3079 Job No. 15 -010 Bv: GAT Checked Date: 03/11/15 Sht 1 SEGA Engine rs / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) ' /2" OSB 2 x @ 24" Insulation 5/8" GWB Misc. FLOOR LL Snow, Pf Reduction, Cs 7/12 pitch = 30 deg Total Roof Load DL Flooring 3/4" Plywood 2x12 @16 "oc 5/8" GWB Misc. LL Residential DECKS DL 2 x Decking 2x10 @16 "oc Misc LL Residential Total Deck Load WALLS DL Copyright 2015, SEGA Engineers Siding '/2" Plywood 2x6 @16 "oc Insul '/2" GWB Project Plan 3079 Job No. 15 -010 By: GAT Checked Date:03 /11/15 Sht 2 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf 0.00 0.5 psf 2.3 3.3 2.8 1.5 10.4 psf (115% Load Duration) (Ct = 1.1, other surfaces) 39.2 psf 40 psf 50.4 psf 4.3 psf 2.8 1.5 8.6 40 psf 48.6 psf 3.5 1.5 psf 1.7 0.6 2.2 9.5 psf SEGA Engineers PROJECT Structural & Civil Consulting Engineers ��'` 3 y 7� JOB NO. ��-f9�O FIGURED BY 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE �V/ i SHEET _3 OF (360) 886 -1017 t vv 1 �ilC cc, ))r- l�v�c,r rC- zg}C�'� �] C� -t�.) S7cit r'`1ti ' CU fSr) _ 4. 4.4 It I s. ` o► pis( ���� '�C�y,�`)tt�t7z(6��)tly:-��) � ���Z3y /a kt��- r1 (p , k lG► �(J 9, sly -4x 11,�r 311 Z f 1 r / -541Z07- &LA 1/ s %Lri3, f �-- f-- L -�u- -f Kam, 73m e- Arj / or M = Co t ,�t�tor�CB 1l L S L t jk CO Kl�1 l� z�4o 4� Copyright 2015, SEGA Engineers s, LO 73 SEGA Engineers PROJECT, /'t yw 3 y SStructural & Civil Consulting Engineers JOB NO. 1 —off p FIGURED BY 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE C'%� SHEET OF (360) 886 -1017 !f 5 6tA-m Eey6 ` \Apj) LPL FL-oQC fco-w - ) Tim,j- sr-a7t -70� % Z- z,S` j` V ' To 4.-,t- 4- oc< ClEocu A) w ` �.'. -L f LFn ��� c � Wi►.vr � � f Z�►�l mgrs SF J ( Icy" ) ' �jcDt� (2,$'') L5,3' flx4v le to 1 7— Copyright 2015, SEGA Engineers mk- w 7 4v 10- 31ir f1 tz-'a SEGA Enginee s Project Plan 3079 Structural & Civil Consulting Engineers Job No. 15 -010 Bv: GAT 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Checked Date: 03/11/15 Sht. 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: W,oaf= (40ft) (45 ft) (16 psf) +(2) (40ft + 45 ft) (4.0 ft) (9.5psf) = 35 kips Waoo,= (40ft) (48ft) (14psf)+ (2) (40ft+ 48ft) (8.5ft) (9.5psf) = 41 kips W,oa, = 76 kips Design Base Shear, V = ( .169) (76 kip) = 12.9 kip E = 12.9 = 9.2 kip WIND Design Wind Pressu where, = 1.00 = 1.00 = 1.00 = 1.00 re, P5 =) Kn p530 0 - 15 ft Exposure B 20 ft 25 ft 30 ft Kn = 1.00 (AS D) (x0.6= 10.62 psf) Pao = 17.7 psf 10.62 psf) (x 0.6 = 110 mph P0.15 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf P20 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf P25 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf Pao = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf Design Base Shear: (Wind) Vrlb= (40ft) (10ft) (17.7psf) + + (40ft) (5ft) (17.7psf) + VAS= (50ft) (10ft) (17.7psf) + + (44ft) (5ft) (17.7psf) + Eq. 28.6 -1, Sect. 28.6.3 Figure 28.6 -1 Section 26.8 Figure 28.6 -1 (AS D) (x0.6= 10.62 psf) (x 0.6 = 10.62 psf) (x 0.6 = 10.62 psf) (x 0.6 = 10.62 psf) (40ft ) (5ft ) (17.7 psf) (40ft ) (5ft ) (17.7 psf) = 17.7x0.6 =10.6 kips (48ft ) (5ft ) (17.7 psf) (12ft ) (5ft ) (17.7psf)= 18.1x0.6 =10.8 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side /Side Copyright 2015, SEGA Engineers SEGA Engineers i PROJECT EJ -1071 /-Structural &Civil Consulting Engineers 22939 SE 292nd Place JOB NO. FIGURED BY e p Black Diamond, Washington 98010 CHECKED BY DAT) �ip� SHEET OF (360) 886 -1017 /S IrL r Zu It P = 30f• SJ 100# 411-- Ve 3, I POO s-t yto •. 4-7 F� qq 5,30.0 147 ►= �13�' !r Copyright 2015, SEGA Engineers _ q11 4-19 c. o q Ptil to SEGA Engineers/ PROJEC`F rL Avj 307 Structural & Civil Consulting Engineers JOB NO. �S�— v / o FIGURED BY '�A j 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE % /!// S SHEET OF (360) 886-1017 --SNP - Sgo,g- 1• -��u- 3 zo4w/ : Oftp- 7),o �4 S' zv 3 , 4 I 6 v" f pp-�Hf-:j,2 W,+,, 'd- f /37S j7LF3 t'-6evF Ve = (3Lf , )[(_ ���UfletO' � J� - 2 -7 Ito,�''14 7' C) 4colf Copyright 2015, SEGA Engineers �D wwalAr..m S�f N L -' I SEGA Engineers PROJECT �G �) 3I 001 /tructural & Civil Consulting Engineers 22939 SE 292nd Place JOB NO. Ir—o/ tp FIGURED BY Black Diamond, Washington 98010 CHECKED BY DATE /li ,SHEET ' OF (360) 886 -1017 / rZ _ L( + Z' - +rl Copyright 2015, SEGA Engineers SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886 -1017 • FAX 886 -1016 PROJECT PLAN 30-19 JOB NO. 15-011 FIGURED BY CAA CHECKED BY DATE 05I06/14 SHEET 9 OF J SPEAR WALL KE1 PLAN 4 UPPER FLOOR A = Ib44 50 FT 6 1 2 LSTAM . MR 7 M1 TO 3x MOCKM `J MAIN FLOOR A - 1,435 30 FT M6TC76 - S M,7- CeC7 a" TO RC7 xv - TO W- M A . 453 80 FT kl�A AW-4M 4ML U BLOCKNIL (M.7 PLA! 6 mr.a 7 W —i D 0 W 2 U U) � � � Q W 2 C/) B } cz 0 k \ : _0 \ / ƒ � U) k / 0 \ E E \ \ / as 0 < � k \ / 2 0 m CL CL s \ \ \ E / / \ -C 0 d _0 / \ \ cn ) 7 o 0 b % 5 2 m n %2/ < 7 O A g 5 c \ 7 = LO a n S of k / / / E ( d d -0 E� \ 6 / z cm kz 5 - o ® Z _0 _ 2 _ / ƒ 0 CL _ 2 \ o 0 3 CO x / 2 CO x c m \ / Q / o Cl) / 3: CL eE S2 3 CZ � � o . _ 0 7 #; cn / A A A / m7» 7g kd B } cz 0 k \ : _0 \ / ƒ � U) k / 0 \ E E \ \ / as 0 < � k \ / 2 0 m s § b U) \ -C _0 / \ \ cn °5\ 7 \ 2 0 § %2/ a / a) = g g k § 7 = = a d ±2R S of k / / / E ( -0 / ° 5 n / 2 0 ) - / 0 ) / 0 = 0 2 . � \ k 0 CL 2 2 u \c ®p 2 o& ¥5/ �Z cvs 5 § _ / 3: CL eE S2 d a) CZ � � o . _ 0 7 #; cn -2 � ® 02 / m7» 7g kd �/ -0 # a $ % _ %» /� \. /0 �/ \5: 2-0 % 0 / 7 S \ 7 /0\ c = 2 z = m t 5 O m R $ : co / $ \ k z \ 0 \ C\j m 7� B } cz 0 k \ : _0 \ / ƒ � U) k / 0 \ E E \ \ / as 0 < � k \ / 2 0 m CHERRY MEADOWS n-Site Cop LOT 37 / PLAN 3079 15562 Chad Or SE, Yelm, WA 98597 V 1, 'y e? '.'#'ity-of Yelm I CDD PARCEL # 41610003700 Approved 1- 00se P TANK 0 c- c- S LANDS NCH 2' MINIMUM SETBACK BETWEEN SIDEWALKS, DRIVEWAYS, EASEMENTS, AND STEP TANK. Ammems SOUNDBUILT HOMES.COM P.O. BOX 73790 PUYALLUP, WA 98373 PH:(253) 848-0820 NOTES: 1. FRONT PORCH FOUNDATION AND STEP TANK LOCATION SHALL BE STAKED OUT FOR SET BACK INSPECTION. 3. CONNECT PVC ROOF DRAINS TO DRYWELL. 17 28.67' 28.65' 00 co in I 80 04 jj C.O. 6.6 PEN OOTDOO LIVING AREA 12'— T ROOF DRAINS I <Q� W -� 14 LINE (TYP) u)l c� 0 Z w 28.59' OR kn --C]-- =SILT FENCING COVERAGE CALC. 0 LOT AREA= V 23' 2,240 3F 50, COVERED AREA= 205 SF v CONCRETE= 428 SF U) 388'16'07"E 2,873 SF ao 04 ' YA af 6' bl N tl Lu u PROPOSED STRUCTURE 0 ku ORC 53' o 2- LO SBL _tty 101.66' 46; P TANK 0 c- c- S LANDS NCH 2' MINIMUM SETBACK BETWEEN SIDEWALKS, DRIVEWAYS, EASEMENTS, AND STEP TANK. Ammems SOUNDBUILT HOMES.COM P.O. BOX 73790 PUYALLUP, WA 98373 PH:(253) 848-0820 NOTES: 1. FRONT PORCH FOUNDATION AND STEP TANK LOCATION SHALL BE STAKED OUT FOR SET BACK INSPECTION. 3. CONNECT PVC ROOF DRAINS TO DRYWELL. 17 28.67' 28.65' 00 co in I 80 04 jj C.O. 6.6 PEN OOTDOO LIVING AREA 12'— T ROOF DRAINS I <Q� W -� 14 LINE (TYP) u)l c� 0 Z w 28.59' OR kn --C]-- =SILT FENCING COVERAGE CALC. 0 LOT AREA= 5,284 SF PROPOSED STRUCTURE= 2,240 3F w COVERED AREA= 205 SF v CONCRETE= 428 SF U) . _ ---- TOTAL IMPERVIOUS= 2,873 SF LOT COVERAGE= 54.37%