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20120220 Permit Pkg 07242012City of Yalm Community Development Department Building Division Phone: 13601450-0407 Fm (360) 458 -3144 Applicant: Name: BOUNDBUILT NW LLC Address'. PO WX 73790 PUYALLUP WA 98373 Permit NO.: 20120220 Issue Dale: ITNA2012 {Won our No seemed wuh lw days =11111111 IT ,Fl Property Inustria an: Dilatoriness, 10059 JENSEN DR SE 42 Collar SOUNDBUIVnW geseseor Pemel Nr.: 7889010420D Subdivides TAHOMATERRA Lot: 42 Conbaclor Impartation Name: WUNDBUILT NW LLC PMre: Address. NEW RESIDENTIAL BUILDING PO BOX 737W 513AT0 PUYALLUP WA M73 BOUND HEATING B AC LoMecrar lAense NO.: Eddsm III0CN000 des lInformNen: $ 11DW Project NEW RESIDENTIAL BUILDING TOTAL FEES: Dedurmn M Work: LOT 42, PLAN 2304 Sl Ft per floorz Head Type(EIeMC. Gas. 011)'. GAS First 1037 germ 1357 mIm Garage 426 Basement Item Contractor Fees NEW RESIDENTIAL BUILDING SCANDBUILTNWLLO 513AT0 MECHANICAL BOUND HEATING B AC $ 7fl PLUMBING RAINIER VIEW RCGIER $ 11DW TOTAL FEES: $1401 Appllu CBM h: C£FICIFL L9EONLY I salary Lou I need and and earned nw aMmmaton Madrid! wage W appidderan aM Fnas me same We and Wmal l also randy that the imposed dramas k In warm gh all appeal Fay of R£ob NPnnh: Is be annual rlIng these Wremhe=onmp and land aWrvbon, and n addron, all coarsen, b and a¢bCUna at rmid V applvm96 a contractor l saim, may Sm l tan wnennv Faw lmagclloa: reputalM in the syPoOIWUharglon sense �l �- Q c%.q Data 7-29—/2 Fee iLf Neu/. By: NMI'45e`em2 "" "DO752 TIZ412p12 10:45 AN R'EFT: CO TFRH: 001 Ft: 13943 TRAM201 : 33,0000 BU'W'M PERMITS 5OGMOWILT NM,LUa. DaIR 10012 JENSEN 0.i BE 5q BLO-RE91 14,151.9168 HECK 78.25AR PL 11B.WCR TRAM: 33,0000 BUILDING PERMtiS 201Z02Z2 1B,90 .I4CA SWISBGILT NW LLC OLD 10065 JENSEN OR BE 43 MECNAEBI 13,457.49CR PL 78.25CR 125.w TERN: 33,0000 BUILDING pEAMIiS 20120221 13,fi37.B3LYt SWH391LILi MH LLC 10006 JENSEN OA BE 55 BLD -AESI DR MEW 78,25M PL IIB.000R TARN: 3S. DOUG BUILDING PERMITS 20120220 14,W0,20DR SWNDSUILI NN LLC 10059 JENSEN DR SE 42 BLO -REST 13,883.95CR NECK 78.25M PL 118, BON TARN: 33,0000 BUILDING PERMITS 20130219 73-05a .fi4GP 10071�JENSEN LLSE 4 HECNRESI 12,B92.B9CR PL 71,7569 IN MDR IRAN: 33,18 0000 201202 BUILDING PERMITS 13,422.1@8 sWN17BUILT NN LLC 10018 JENSEN GA SE 53 BLO -AE31 13,248.3SUN MECH 71.75m PL 104.000A TENDERED: U.217.71 CHFCK APPLIED: 92,217.71- CHANGE: 0.00 �pF YH�p� City of Yelm Permit No.: 20120220 o � e �+, Community Development Department Issue Date: 7/24/2012 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 LM ,""°" Fax: (360)458-3144 Applicant: Name: SOUNDBUILT NW LLC Phone: 253-848-0820 Address: PO BOX 73790 PUYALLUP WA 98373 Property Information: Site Address: 10059 JENSEN DR SE 42 Owner: SOUNDBUILT NW Assessor Parcel No.: 78640104200 Subdivision: TAHOMA TERRA Lot: 42 Contractor Information: Name: SOUNDBUILT NW LLC Phone: Address: PO BOX 73790 PUYALLUP WA 98373 Contractor License No.: Expires: 0/00/0000 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 42, PLAN 2394 NOV 9,2012-RETAINING WALL. ALL WORK TO BE DONE THRU LOT 45. IF STREETS OR SIDEWALK ARE IMPACTED A RIGHT OF WAY PERMIT SHALL BE OBTAINED PRIOR TO WORK BEING DONE. Sq. Ft. per floor: First 1037 Heat Type(Electric, Gas, Other): GAS Second 1357 Third Garage 426 Basement Fees: Item Contractor Fees � G� NEW RESIDENTIAL BUILDING SOUNDBUILT NW LLC $13,883.95 . CIVL CIV SOUNDBUILT NW LLC $ 307.25� MECHANICAL SOUND HEATING 8�AC $ 78.25 PLUMBING RAINIER VIEW ROOTER $ 118.00 TOTAL FEES: $14,387.45 ApplicanYs Affidavit: OFFICIAL USE ONLY 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 #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements and restrictions of record. If applyin as a contractor, I further certify that I am currently Final Inspection: registered in the State of Was n ton. ,� � �- �- J Date: Signature Date � � / Firm By� �p� TN�I�� City of Yelm Permit No.: 20120220 ``4 � Community Development Department Fee Calculation Worksheet Building Division Phone: (360)458-8407 YEL ...,..�,4.. Fax: (360)458-3144 Applicant: Name: SOUNDBUILT NW LLC Phone: 253-848-0820 Address: PO BOX 73790 PUYALLUP WA 98373 Property Information: site Address: 10059 JENSEN DR SE 42 Owner: SOUNDBUILT NW Assessor Parcel No.: 78640104200 Subdivision: TAHOMA TERRA Lot: 42 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 42, PLAN 2394 NOV 9, 2012- RETAINING WALL. ALL WORK TO BE DONE THRU LOT 45. IF STREETS OR SIDEWALK ARE IMPACTED A RIGHT OF WAY PERMIT SHALL BE OBTAINED PRIOR TO WORK BEING DONE. Sq. Ft. per floor: First 1037 Heat Type(Electric, Gas, Other): GAS Second 1357 Third Garage 426 Basement Fees: Item Units Fees CIVIL PLAN REVIEW 1 $ 307.25 TOTAL FEES: $ 307.25 PAYMENTS MADE: $ 0.00 BALANCE DUE: $ 307.25 ' i Cit� of Y�lm (36 ) 458-8402 REC#: QU110983 11/14/2012 2:06 PM OPER: CO TERM; 001 REF#: 14873 TRAN: 33.00OU BUILDING PERMIrS 2U120220 307.25CR SOUN�BUILT NW LLC 10059 JENSEN DR 5E 42 CIV 307.25CR TENDERED: 307.25 CNECK APPLIED: 307.25- CHANGE: 0.00 � CRY OF YELM �IaDA� REBIOENiIAL BUILDING PERM? APPLICATN)N FORM Projem Addreaa'. ICD59 zkngm V SE Par�o�lIepii OOCEE �5?A101oAotDD Subdrvieion�OVMNn+*YA Lm%'.� Plan* gym Zoning'. New Conamrmion 0 R�)Re -Rcofl Addubn 0 Home Occupation Sign Plumdmg %soli cN n Moblk /Manufactured Iwn Home Placement 0 01ber M Id Protect OescnMloNScopeal Wark'i�10'Id noo s4 6MV!, Project value: 2� 5 154 to Building Am (W. fl) 19 Fbo 1,037 2rr Fkor/357 Game 47(N Ssel— L Baserni CsrpwL= Patio= %BedreormA %Batnroomoa Heath :GASP THEIR orIIELECTRIC(Cime Ore) Are there any environmentally sensitive areas located on the tamer! d0 afy%e, a completed environmental checidwt must accompany permit application. �i Copy of mitigation xgreemort wM Yet m Community Scnads, it applicable. dent .sowMwl dawrae emus laxw� ill ee�o.mohtioo..mmamm arm.mi::e`mlatilm arm mcuarincy am rpuYrhem Ntlp eW q WaMrgrm eM rM CIty NYYm. 12 ADDRESS ev. o EMAIL (0M CITY STATE ZIP TELEPHONE 3 -898 -0 ore.) All permits am non4anararcMa and v xn permtttsrwtbpun ADDRESS (1'Y(%_ ICENSE % EMAI �Nc4 CIWA STATEy Zl TELEPHONE - - J di f MW TELEPH NE 53- B9 L t10 ADDRESS EMAIL ®9nen o1L eS(eM CITY "'. as STATE 3 FAX :'_..2012 --ZIP CONTRAOTOR'S LICEN5E% EXP DATE CITY LICENSE% I(•%� /� 105 em A,m Wnr PLUMBING. +TELEPHONE — & (960 AGGRESS [ + �3M ZO EMALIL CITY �� L STpTEJd�ZIP 3 FAX S CONTRACTOR" LICENSE %turn IvR 9H-pF CSSEW EXP DATE_CITY LICENSE% ;r 1 .+ me TELEPHONE .] AOORESS 36 5t E S,g A EMAIL g53- 4lS -OPRS cm 5TATE W ZIP FM CONTRAC WUCENSE %Y.:.dyn OU. UP DATE_CITY LICENSE% �i Copy of mitigation xgreemort wM Yet m Community Scnads, it applicable. dent .sowMwl dawrae emus laxw� ill ee�o.mohtioo..mmamm arm.mi::e`mlatilm arm mcuarincy am rpuYrhem Ntlp eW q WaMrgrm eM rM CIty NYYm. 12 ApPll rd'a Slgnmum Data Omer l Coml mom ses Agent) ore.) All permits am non4anararcMa and v xn permtttsrwtbpun wMrin ltd Jaya of haumca, or If wort (1'Y(%_ �(a a Mrh4 of IN dM :'_..2012 I(•%� /� 105 em A,m Wnr (960 umuvy,IM,, /� Lo'r 1869 iF A A ROOF AREA 1X34 RE oRw.,w c PA TO narn,x eye SE _az sF EASEM£Nr�' ellM 41 o' ro v 20 � Nn of PLAN # 2394 S E14dr/ 00' 1101 —� ECK TAIIOMA BLVD SE yL- SOUNDBUILT HOMES LOT 42 TOHOMA TERRA 1009 ANSEN DR SE. YELNI WA, 98597 Parcel # 78640104200 2 STORY �h dr.t,a leer Pear, " =20' 2 CAL MN a -�� 0 10` Z '0 °mgqom J R N MUZ 1 i 2P�g� a EX N NPP m m Z I ROX. AREA TO 3E CLEARED ALL EXPOSED WILL BE ISCATS MOLLWED WHEN NOT BEING WORKED okmcr EAXEMEAr " =20' �_��SCALEE11 -�� 0 10` Z '0 Prescriptive Energy Code Compliance for Single Family anal Dupes Housing: Zone 1 oneod ini CppgY lMmnebn This set of forms has Upon developed to assist north applicants documenting compliance Wm th Washington Some Energy Code, (2009 ediolan). This set i5 or stmctums (miX under me IRC and boated in Climate Zone 1. The fallowing fortes provide much of the required ORCUMMAM101 for plan review. The details noted hem mum also be shown on the drawings (WSEC 1(J4.2). This ben is nor a sulosmuid for me energy code Itself. To of m l a nippy of the energy code, go to me following Web address. IMpliamw.energy.waa.ed Wpda am WSEC use of MM1Wmps maps YhdUo AiWUd to %vmmt Does not apply. (SEE I86TRUCHORS)Using prescriptive Condon 11 All glazing and El doom meet maximum U -odor. Nternate beating size method submitted. 0 Option for ll, Glazing to floor area limi(WSEC 602 .7,2) ❑ Area weighted window, skylight or door U- attor(WSEC 602.7.2) ❑ As part of the heading system sizing calculation (IRC M34013 &WSEC 5032.2) Regard sap: ❑ R- 10foem insulation, continuous wit thermal braak(WSEC 502 FAS) Chapar8 Options Total of 1 Clash passultrad Out OM. DeYn'plpn Is "dismay Gazing U -Fedor HI hEglden HVACE ui ment2 1c Vauhnd Wolin Wmbmt° Well.e¢e EficiemduidingEmem, t Sieb° GPOre Areas; Su r -Emuem Builbb Enrea 3 �a Colmgr 4b Above Below Below Floor' EReden Wmer Head flmow l Dwellin Unit Illma Una U -Emit ame Eacbo Ene Cegmgo pv is OfFlwr Vadml OvWadI Glade Grade Gndo Gntl R <9 or Of 13% 0.34 O.SO 0,20 R-39 R -38 R -21 R -10 R -30 R -10 Addv. v. M Int? Mt? TB T R49 or rF�a 25% 032 030 0,20 R -38 R -38 R-21 R81 R -10 A -30 RZIo te17 Adv. R49tt Om pufwiatl 030 0.50 0.20 R -38 R -38 R -21 R-9 R40 R -30 R -10 Ad, . ffi'r iB 2' am WSEC use of MM1Wmps maps YhdUo AiWUd to %vmmt Does not apply. (SEE I86TRUCHORS)Using prescriptive Condon 11 All glazing and El doom meet maximum U -odor. Nternate beating size method submitted. 0 Option for ll, Glazing to floor area limi(WSEC 602 .7,2) ❑ Area weighted window, skylight or door U- attor(WSEC 602.7.2) ❑ As part of the heading system sizing calculation (IRC M34013 &WSEC 5032.2) Regard sap: ❑ R- 10foem insulation, continuous wit thermal braak(WSEC 502 FAS) Chapar8 Options Total of 1 Clash passultrad Out OM. DeYn'plpn Is High EffiCancy HVAC Equipment f 1b HI hEglden HVACE ui ment2 1c Hi hEfficienc HVACE ui 3 2 Hi M1ERlden HVAC Dbmbutlon tent 3e EficiemduidingEmem, t in li,mcsem5sicanqLnve 2 Sc Su r -Emuem Builbb Enrea 3 As Air Leeks a Control and Emdent Ventilation 4b PAtlhiorlal Air Leaks eCantrol antl Efficient Ventilation NN �?Z012 ent Water Heal BYisagnwtr-- EReden Wmer Head flmow l Dwellin Unit Illma Una ame Eacbo Ene Tani Cmdlm Via EC Reeaiptin WaM¢Mtl[A1ceEYlm)Spna f VI3LEEPloafp �pydpMplp 1 .a p El El ❑ NN �?Z012 ❑ ❑ BYisagnwtr-- ❑ 3.oD Via EC Reeaiptin WaM¢Mtl[A1ceEYlm)Spna f VI3LEEPloafp �pydpMplp Glazing 6chedule AgbindnmuAm c AetlMMneuan Plan 1624391 Dondladned Flow Ares 23M Sum of UA for Heating System Sizing 116.8 Sum MAIl Glazing Areas From Below 323 Caning to Floor Area Rado 13.42% 602].2 EmaPlion Palo (not to exceed l %)O Extedor Dol Plan Componem Door Pelcant WdU Haight Glazing Door poor ID Descd nsn Re.. U- factor Glazed p Feel jn°' Fast "s Area Ares UA Verd"I Glazing (vnndowe, Glazed doom using Exception 602.6 M) Plan Component Glazng ID De WQIluo Rar 1Lfamr E Door 0200 _�_mm 1 3 B mom 20.0 4.0 FireD reORn Eno 054o t 2 e ° 12.6 86 Ore Eamq pp01�N °n Fwl Sumot Mazing Area, D Ams. and UA(Camtb uosexemptaaur) 37.8 Area WSIghfnd U =U&Asa Sum ofArea erH UA for HeahTg rystsm she mly(s uaa exempts ) 326 136 0.36 13.8 Verd"I Glazing (vnndowe, Glazed doom using Exception 602.6 M) Plan Component Glazng ID De WQIluo Rar 1Lfamr waEC R °r�IWr° wmwne Ro t o Eaem) Width Height Glazing Sumo/AreaaWUA 3225 10320 Area WeOled U= UNArea 032 WSUEEPIMIQ CWIgM2010 _�_mm mom mom r I I I I,_� waEC R °r�IWr° wmwne Ro t o Eaem) Width Height Glazing Sumo/AreaaWUA 3225 10320 Area WeOled U= UNArea 032 WSUEEPIMIQ CWIgM2010 OveMeatl Glazing Plan Oompnent GWzing Wieth Height AO Description Ref. 0 OL Feet Feet Ftli Sum &Ares anal UA Area Weghleal U =UNArea OOUpa Glazed Garden Madams Section 802.7.2 Exception Plan Component Wh1M Height ID Deacri eon IX Feet 1tli Feet Sum dArea Sum dNes X 3(Ihla hotel Is avomeb dlymdtMad In Me plazMg area Mtal) GMzMg UAb ,4smhng S"m She Only -Area X 0.63 WSELPasabJw WpMaMlteplp Eanfan) nrs�Ptpbtb c�MZbtb Simple Heading System Size: Climate Lune t am,maao, Cmran ammamn Plan LS2 -2384 Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Die fence (AT) AT = led" -0. rCMan Txnp 46 Conditioned Floor Area 2394 C nditned Volume 24>BB Glaain8 Copy Sum of ILIA from Glazing Schedule 11) ABIc U- Factor X Ana UA R49 0.027 1434 m 38] R -38 Advanmd 0.026 SingleR rOrdOktV�Caiinpe t Facbr X Ana nA Above Grace Walk Ufactor R 21 0.056 3.S Dent 1 Flours T Depth Ufeclor IRR�JO---X�0.029 Slab on GMs 2]592 Btu l Hour Below Guide WAIL_ Ffacb r X 2- Depth Walls OD42 3.5' Depth Wells 0.041 Slab Below Grace lc Factor g 2'DepIM1 0.59 3.S Dent 0.64 T Depth DS) Slab on GMs 2]592 Btu l Hour P r lwp I EnocoPo b,uIra Ffacb r X R -102'perimeter 9.54 R- 10Full- Heated 0.55 Sum of UA Envelope Held toad 152]B Btu I Hom sum wunx4T Mr Lakape Heat Load 12314 Btu l Hour (Nnumax mu)(6 (x.010) Building Design Held Load 2]592 Btu l Hour P r lwp I EnocoPo b,uIra Building and Duct Held Load 1.15 31)31 Bw I Hour If AMS are Uwlad In unmMitione0 ¢pw: Sum N BW dsu Hnr Ues x 11 S If autl a en lomRf In wndifonec grace : gum of Burnam Hen Lou x1 IBanlmum Heat Equipment output 15A 4)58]BWI Hour sumlq am Dan Hm loge x r an wsEG Vl.amlaa'a womgnan¢010 Eanwl MUEE%0010 Ccrynnm2010 DEVELDPMENT ENCif NEERf NCf, PLLG P.O. Box 446 Tacoma, WA 98401 Ph (253) 228.0513 www.de- civiLoom September 20, 2012 Soundbuilt NW Geotechnical Design PO Box 73790 Retaining Wall Puyallup, WA 98373 Tahoma Terra — Lots 42 -45 Ph: (253) 539.8116 10089 Jensen Drive SE Yelm, Washington Attn: Mr. Tim Rogers Job Name: 12 -067 SBI JensenDr.RW As requested, we are pleased to present the attached retaining wall design calculations and typical cross section for a Mechanically Stabilized Earth (MSE) wall using Mutual Materials "Cornerstone R -10W or similar segmental block facing. It is our understanding that the proposed wall will be located along the back of lots 42 — 45 of the recent Tahoma Terra plat in Yelm, Washington. The wall will consist of a single tier and will vary in height from 2 feet to a maximum exposed height of approximately 8 feet. We have provided design calculations for the proposed wall for varying heights from 4 to 10 feet to allow for potential variations in final wall height. We assumed soils parameters based on our review of the existing site conditions observed during our September 6, 2012 site visit. Mechanically Stabilized Earth (MSE) Wall with Segmental Block Facing The new Mechanically Stabilized Earth (MSE) wall will be faced with Mutual Materials "Cornerstone R- 100" or similar segmental block facing and should be constructed according to the manufacturers' specifications and Development Engineering, PLLC recommendations. For segmental block walls exceeding 4 feet in total height, we recommend they be constructed utilizing geotextile reinforced backfill zones and wall backfill material as described in the manufactures literature and the provided detail. The proposed design was analyzed utilizing the computer program "Allan Block 10.0" by the Allan Block Corporation. Since the basic block dimensions are similar to the Allan Block "Classic" unit the analysis is valid. Two analyses are provided for the proposed wall, which include the static loading condition as well as a seismic analysis assuming an acceleration coefficient of 0.20. It was assumed that the slope above the wall would be less than a 5 Horizontal to 1 Vertical grade. At a minimum, backfill material should be clean structural fill corresponding to the project specifications that is compacted to a minimum of 95% of the Maximum Dry Density (MDD) based on the modified proctor value for the material as obtained by ASTM 1557. A minimum of 6 inches of toe embedment is necessary for erosion protection purposes, however additional embedment maybe required to maintain a minimum 2 foot setback from the face of the existing slope. The first layer of geogrid reinforcement should be placed on top of the lowest row of blocks. The remaining layers of geogrid are then placed on top of every second row of blocks. The final reinforcement configuration results in a September 20, 2012 12 -067 SBI JensenDr.RW layer of geogrid every second row (two blocks between each layer of geogrid). To resist seismic forces the upper one or two rows of grid will be lengthened in accordance to Table 1 Grid Schedule. Table 1 Grid Schedule Wall Height (Total) Reinforcement I Length "L" (feet) Length "L" of upper layer 4 feet Strata SG 150 3.0 4.0 6 feet Strata SG 150 3.5 4.5 B feet Strata SG 150 5.0 6.0 10 feet Strata SG 150 6.0 7.0 Since subsurface conditions were not observed prior to this wall design, Development Engineering, PLLC or the project geotechnical engineer of record should verify bearing conditions to assure adequate bearing capacity, observe the drain placement and provide intermittent observations and field density testing of the backfill material during the wall construction. This report is intended to provide wall design and engineering analysis information only. It is the contractor's responsibility to follow all recommendations of the project geotechnical report and projects specifications for wall backfill, compaction, footing inspection and other criteria as appropriate. We trust this is sufficient for your current needs. Should you have any questions, or require additional information, please contact us at your earliest convenience. Respectfully submitted, Development En in , P LLC GLEE, o� w to 0 TONAL Glen Coad, PE Owner WGCwgc Doc ID: 12-067 SBI JensenDr.RW Attachments: Figure l— Typical Wall Section Appendix "A" Allan Block Design Calculations SKETCH NO: SK1 PROJECT NAME: PROJECT NO: BY: DATE: Tahoma Terra - Lots 42 -45 12 -067 WGC 9/20/12 DEVELOPMENT SITE PLAN: ENGINEERING, PLLC TYPICAL MSE WALL 621 DOCK STREET, SUITE 204 10089 Jensen Drive SE PHONE: (253) 226 -0513 Yelm, WA - .--- ----OM MAIL TO: PO Box 446 TACOMA, WA 96401 MtMWL"1 ti9,] -MlYM, G� G1'& pF WAS/,, tiP 8" Min. Low Permeable Soil ¢h zy 3 b Slope Above Wall Less than 51-1:1V Off, AF lste Note: Upper grid to be longer as -` TONAL` fZ specified in design calculations (typ) 22" Cap Unit Secured Per Manufactures Recommendations Mutual Materials "Cornerstone R- 100 "" 24 ". ": ? Unit Drainage Fill (1/2-1-1/2" Crushed m Rock or Stone) (min) _ Approximate — 1/yat BaGkfill .N 0" - 5/8" Limits of Excavation ro �6 Retained Soil Grid Length Finished Grade See Tabl ,o Calcs` 0 4" Min Perforated PVC - Drainage Tile (daylight or connect to on -site storm I ° system) Note: Foundation Soil Crushed Stone Leveling Pad 1. When site conditions require, wrap drainage tile in 314" aggregate and filter fabric with drainage composite or aggregate back drainsystem, as directed 2' (MIN) by geotechnical engineer. 2. Wall backfill material to conform to Section 9 -03.14 (2) "Select Borrow" of the WSDOT Standard Spec. ' Wall batter 3. Wall backfill to be compacted to 95% of determined by block the MDD per ASTM d -1557. geometry SKETCH NO: SK1 PROJECT NAME: PROJECT NO: BY: DATE: Tahoma Terra - Lots 42 -45 12 -067 WGC 9/20/12 DEVELOPMENT SITE PLAN: ENGINEERING, PLLC TYPICAL MSE WALL 621 DOCK STREET, SUITE 204 10089 Jensen Drive SE PHONE: (253) 226 -0513 Yelm, WA - .--- ----OM MAIL TO: PO Box 446 TACOMA, WA 96401 MtMWL"1 ti9,] -MlYM, 'o d /a M to to In n M rommo 3 CL 000< M »>F x <GC`e mmmm * �E rt o In UI rr 0 N N O N ) H � c r* �N 0 a �IM M I_ r t 0 v, _ �O r_ m n y /� m °J rt m o.6 c m S 03 tae 3 n m W god HO an7n a= T Q N Project Name: Sound Built Homes Location: Tahoma Terra Lots 42 -45 Wall Number: 1 Project Number: 12 -067 Designer: Glen Coad, PE Date: 9/20/12 Z T /02/6 : a7e0 3d 'Peon uaID :J8u61Sa0 st L90'2T ❑agwnN »a(oad a� C) T :JagwnN IIeM m SY -2b s]ol e,uay ewogey wopeDol CL SawOH 311ng punoS :aweN Pa(ad a N £ e x OuL c Off$ Y sew";rv�;ry :A�$rry �ry� E a og,;rn �m'"aa v ° & o10 ct��i`rny mniTa% 4 uii Ru Y,^,`� °�x 5�7R wiz' Eo rn ,u8 8in..g 0o� w AC,- wag ia& vda°i"� c °o E`oY awwv 1, w g3 83 C R� m 036 O .. 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Plan No 1-2 -2394. Tahoma Terra, Lot 42. SEGA Engineers has provided structural engineering including lateral loads analysis, shear wall design, and framing calculations for the subject project. We have been asked to comment on the applicability of detail 11/S20 for use at the front entry where the approach will be a cast concrete stair over fill. The distance from top -of -slab to top -of- stem wall is about 48 inches which is less than the specified 60 inch maximum. The material at finish grade, be it purely soil fill or concrete over fill, is not particularly relevant in this application. Note that the interior fill and slab on grade must be in place prior to placing the exterior fill and stair. Please address any questions to SEGA Engineers. Cc: File 11 -088 22939 SE 292 nd Place • Black Diamond, Washington 98010 • (360) 886 -1017 i �dF TNEA� City of Yelm Permit No.: 20120220 � � � �, Community Development Department �ssue Date: 7/24/2012 d e+� (Work must be completed within 180 days) Building Division Phone: (360)458-8407 L """","`_°" Fax: (360)458-3144 Applicant: ' Name: SOUNDBUILT NW LLC Phone: 253-848-0820 Address: PO BOX 73790 PUYALLUP WA 98373 Property Information: Site Address: 10059 JENSEN DR SE 42 Owner: SOUNDBUILT NW Assessor Parcel No.: 78640104200 Subdivision: TAHOMA TERRA Lot: 42 Contractor Information: Name: SOUNDBUILT NW LLC Phone: Address: PO BOX 73790 PUYALLUP WA 98373 Contractor License No.: Expires: 0/00/0000 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 42, PLAN 2394 NOV 9,2012-RETAINING WALL. ALL WORK TO BE DONE THRU LOT 45. IF STREETS OR SIDEWALK ARE IMPACTED A RIGHT OF WAY PERMIT SHALL BE OBTAINED PRIOR TO WORK BEING DONE. Sq. Ft. per floor: First 1037 Heat Type(Electric, Gas, Other): GAS Second 1357 Third Garage 426 Basement Fees: Item Contractor a � Fees NEW RESIDENTIAL BUfLDING SOUNDBUILT NW LLC 1/30/13 Payment of$240.68 �i � $14,124.63 Deck addition CIVL CIV SOUNDBUILT NW LLC $ 307.25 MECHANICAL SOUND HEATING&AC $ �8.25 PLUMBING RAINIER VIEW ROOTER $ 118.00 TOTAL FEES: $14,628.13 Applicant's Affidavit: OFFICIAL USE ONLY 1 certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zonin and land subdivision,and in addition,all covenants, easements and restrictions of record. If applyin s a contractor, I further certify that I am currently Final Inspection: registered in the te of Wa n. . � � � 1 Date: Si nature Date / By: Firm f f i C�t� of Y�lm (36 } 4�H�8�1()2 I �F(;#: U0117t3�� 1/;30;ZC�13 �:;7 Ahl ! fJPFR: CO TERM; Uti1 ,E F��F#. i5299 � � � � 1-RAN: 3;�.�00(a �11c1.1.JIN(a F'ERMI15 ` "1012G220 f� SOUNDBl11�r NW �4�•6�C�7 ! 1fJU59 J�N��N DR SE 4� f �LI�-��Sl 24().68CR G � TENL)E(�ED: Z�Uo68 t.'FIECK ' APPI.IED; 240.68- I �� CHANGE: _-- -.____.___ ___._. ,Y ..�,00 � f . � . � ti 4 �� ^ � ` . �o��'�p$ City of Yelm Permit No.: 20120220 v � 4 � Community Development Department Fee Calculation Worksheet Building Division Phone:(360)458-8407 L '"�`" `T°" Fax:(360)458-3144 Applicant: Name: SOUNDBUILT NW LLC Phone: 253-848-0820 Address: PO BOX 73790 PUYALLUP WA 98373 Property Information: site Address: 10059 JENSEN DR SE 42 Owner: SOUNDBUILT NW Assessor Parcel No.: 78640104200 Subdivision: TAHOMA TERRA Lot: 42 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 42, PLAN 2394 NOV 9, 2012-RETAINING WALL. ALL WORK TO BE DONE THRU LOT 45. IF STREETS OR SIDEWALK ARE IMPACTED A RIGHT OF WAY PERMIT SHALL BE OBTAINED PRIOR TO WORK BEING DONE. Sq.Ft.per floor: First 1037 Heat Type(Electric, Gas, Other): GAS Second 1357 Third Garage 426 Basement Fees: Item Units Fees WATER METER(SFD) 1 $ 300.00 WATER ERU 1 $5,486.76 SEWER ERU(LID) 1 $3,269.00 SEWER INSPECTION FEE 1 $ 145.00 POLICE MITIGATION-TAHOMA TERRA 1 $ 310.00 STATE BUILDING FEE 1 $ 4.50 TRAFFIC FACILITIES CHARGE 1 $1,334.21 BUILDING PERMIT CONSTRUCTION VALUE 276,140 $1,984.95 BUILDING PLAN REVIEW-CONS COST 0 $1,290.21 TOTAL FEES: $74,124.63 PAYMENTS MADE: $-13,883.95 BALANCE DUE: a 240.68 CITY OF YELM RE5IDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: �L�C.�:.`�`�' +,Ten�sc.� �'• ��.' Parcel#: '�7�C1 LJ(J�'��yZ C��°� Subdivision: +��•�.c�rn�� +'4� Lot#: �� Plan#: ZS�y�"�"ZZoning: �_� New Construction ��Re-Model/Re-Roof dditio ` ' ' Home Occupation Sign ['; Plumbing I ' Mechanical ' Mobile/Manufactured Home Placement Other Project Description/Scope of Work: �Un S-�r L� -F- l� �C ��'i'� � .vG-✓L'� Project Value: Building Area (sq. ft) 1St Floor 2"d Floor Garage Deck v� �/U Basement Carport Patio #Bedrooms_ #Bathrooms_ Heating: GAS/OTHER or ELECTRIC (Circle One) Are there any environmentaily sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. B{JIL.I�tNG 4��R NAI�![�: S• un � ,;i ADDRESS �'C`/ �'t'�x' 73`>5'ci EMAIL ne.+ �;Srt�+� t` �t`i ��-s .�.c' CITY !'.,.��=>1µ STATE�ZIP 1�f.3 7_3 TELEPHONE Z� s -�,�5: --s' Z Z.3 ARCHITECTIEN#�INE�'�I�`,�tn m�rs�' ✓�'..t�. �Y� LICENSE# ADDRESS � ZC> '� �o..... S�. ��i }-e /u�� EMAIL Ka �� i�,..,d r,1c�r� �tan s',t i'�'► CITY yumr�r� STATE WYi- ZIP `�s 39U TELEPHONE �-S`3 �3':�6 ��<'✓-� GENERAL CQI�(TRACT(}R��ir�+e c�:� lo�: �+�/' TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE#{�cwa,�dNi.-Yi�CL EXP DATE�,3CITY LICENSE# ��-� � AL.UMBING CONTRACI'C1R TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# MECHANICA�CONTRAGTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE_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 ot the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. �------_,.. �� '� .. � `�� "/ � canYs�* ' ature ' Date ..-- Owner/�ontractor/Owner's Agent/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 180 days CEIVED 105 Yelm Auenue West (360)45 3835 3 2p13 Yelm,WA 98597 (360)45 -3144 FAX www.ci.yelm.wa.us B�d`+ , ,. , , � -� F � �•, � ��z d .�, } z r �: ; �' � � � ��,. �� 4 - _ ,' � � � � � ' `� ,� i � _.:" �N;�:s' .5f , � , . � 4 �f __.� \ i .., ( S� �� .�s ( o,,.... � � .� ��V ,- „, d 7 �1��' li��p� �tta �s�: �.... . .. ... ....�..,�._,. _ _ .... . ...e....�,,.,..��_-........... . :...._..: ._.�.,.._...._._..._....�.�..... . ; .��_e..�.._ -... ....._.� __. �5 c f�:st .��t��r: �,�.�� r 7 �Z.. ��;'�"I �)��'� ,°`l i �� ' ��. ��%�v', �V�i t� ` ;" Lc� , � �ry��rrr� ��,�, �,�.�� r:... 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" . r.�., ?.. r r r .,„... � - ..e..M._. � � �.� �<'�� . .Jt.1`�z� . i� �� s ,.1 I' ,.,..,.. ._ ....._ _. _ .. � {'\j iM� � ' + .. �� 1��.. (�.. � j'� ' "� ( � �� j ( 1 l/ � .. ��.„�' i... � � � �wi Yf � (n H W W � � LL � � � � J � � � ' 2 M �j ,«r F-- W N � � "'' O � t � N � p � V � � � W � °' � � m � � � S� �, � � pwp � U V � c' E Y � ° `� � � O � � Q � o q Z � � °' � � :� � `'� � J �— � c' � � � n- Qg � � N � In � � J � Om N � � a � Q � � a� � � C� •� c � � � Z � � o .� � Z O u� � � q Q �' �' � ,,� � c� w C.='� � cu'a ',� '� � M � � � ?) � � � J M � Q V N r� � J � � � _ � � Q-' O� � � Z Z � a aiU � � � O M� (/� -� ~ � � ¢ � � V Q � �� Z � M a Q � � � C O W m X J N Z � � � � (�6 � Z � Q � � � d' � � � � O = m } r' MQ � � � � N ' � ° � a. a N ZQQ � � U L � � W Q � C� � � N � f- � � � u� Z F- � � . . � � � � O � � � � = .� o � N N � J O V � U � � �4 ` Q � � a. N �- �j O � Z Q rn �c � � w ; � ` ` � � rn c6 c � � c c � � m �� d m O O m � Q c� m �` , p�V�t_.-Dt�M�I�IT �N�( N��TZ,I N�, �L.�.-C P.O. Box 446 Tacoma,WA 98401 Ph(253)228-0513 www.de-civil.com April 29,2013 Soundbuilt NW Geotechnical Design PO Box 73790 Retaining Wall Puyallup,WA 98373 Tahoma Terra—Lots 42-45 Ph:{253)539-8116 10089 Jensen Drive SE Yelm,Washington Attn:Mr.Tim Rogers 1ob Name:12-067 SBI JensenDr.Fl This letter summarizes our construction monitoring observations at the subject site.We provided intermittent site observations regarding the retaining wall construction as requested by the owner/contractor. Our site visits, observations,and testing were performed between September 20,2012 through April 29,2013. Footin�Subsrade:November 26,2012,Visited the site to observe footing soils. Exposed native soils were observed to be in a dense condition. All exposed and observed footing subgrades appeared suitable to support anticipate loads. Grid Len�th and Orientation: January 5,2012,Interim site inspection,the geotextile grid was observed during our inspections.The woven geotextile was observed to be oriented with the stronger axis perpendicular to the face of the wall.Grid length and orientation were observed to be in compliance of our recommendations. Final Inspection: On April 29,2013 we visited the site to observe the final construction of the wall.At the time of our site visit we observed that the final wall height was within specifications and the wall was substantially complete. Based on our observations and testing,it is our opinion that the retaining wall was constructed in accordance with the recammendations contained in our Retaining Wall Design dated September 20,2012. We trust this is sufficient for your current needs. Should you have any questions,or require additional information,please contact us at your earliest convenience. Respectfully submitted, Development Engineerin , I ��, GL.�1,�,. - �,�`''�°�•� �a` REC;��V��.:�:� ,� � '� �'� '� � MAY 0 6 2013 .-, _ � _ o �3 � � �/ �� )� F�:_____—_-------._ ._�- Glen Coad,PE �p ; �� Owner SI AL'� - _ ry� ..�:- �.,, �--�"�_ WGC:wgc �<:�,< .�`�:� ,�_ �ra :_� ,m,i: Doc ID:12-067 5811ensenDr.Fl � ' � 4 •'+k . : � �;�6 � :�- � v •� " _�,, G3 �..� .:� � I3ust Laakabe Affidavit Permit#: House address or lot number: `.� �7 `�T-��'�� --' y Z City: � „ v.�Ul�l Zip: Cond. Fioor Area (ft2): 2-�� Source (circle one): Plans Estimated Measured ❑ Duct tightness testing is not required for this residence per exce�tions listed at the end;of this document • Air Handler in conditioned space? ❑ yes ('�no Air Handler present during test?�yes ❑ no Circle Test Method: Leakage to Outside ' Total Leakage hlaximum dUCt leakage: Post Construction,total duc3 leakage: (floor area x .08) = CFM@25 Pa Post Co�s#ructior�, leakage to outdoors: (floor area x .06)= CFM@25 Pa � Rougt�-Ir�,total d�act lea6cage with air handier installed: (floor area x .06) = r`��CFM@25 Pa : CFM@25 Pa Rat�gh-�r�,total duct lea�cage w9t�air hae�dler not installed: (floor area x .04) _ — Tes�13as�a13: �� C�M@25Pa Ring (circle one ifi applicable); Open � 2 3 � � Q J� Pressure Tap Location:`' � � . Duct Tester Location: 7 C��V � � I c�r�i�y tt�a�tt�es�do�ct lea�Cage ra#es are acc�rat� and de#�fmirled usdng s3aa�dard duct testing protacoi. , �''F � Company Name•�.�� ' � �� Technician:� ,��!�-'�� ' " �•� �l�i-� Z- Phane Number:��'��'� Technician Signature��Date: j UYastiington State Energy Code raferance: 503.10.3 Sealing.All ducts,air handlers,filter boxes,and bufiding cavities used as ducts shall be sealed.Joints an�seams shall compiy with Section M1601.3 of the Intemational Residentia/Code or 603.9 of the Intemational Mechanica!Code. Duct tightness testing shall be conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having authoribj by the testing agent.4�/hen required by the building official,the test shall be conducted in the presence of department staff. Excaptions: 1.Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct testing is not required if the furnace is a nondirect vent type combustlon appliance installed in an unconditioned space. A maximum of six feet of connected ductwor'�c in the unconditioned space(s allowed.All additlonal supply and r°turn ducts nd • sha((be within the condicioned space.Ducts outside the conditioned spaca shall be seal°d with a ma ' ,�.,��„�� insufafei3 on the extertorwith R-8 insulation for above grade ducts and R 5 water resistant insulation earth. � MAY 0 6 2013 �+ �� \T. 1 _x � � �"'- �_1 ` + - ' Ducf testing Calculato� (Ne� ConstructionJ House address or lot#: �` � ,__ � _ Conditioned Floor Area: �� Duct tester location: � .��s�d1L - Pressure tap location: - �� Ring(if applicable): Open 1 2 3 � ." �-- At Rough-in (Totai Leakage) � Test Method & Test� Calculated Stand"aFdl CFM�• :;; �Target Air Handler Present 'I .06 X CFA 5 CFM � u <_6 CFM�per 100 sf of CFA Air Handler not Present .04 X CFA 5 . CFMu 5 4 CFM�per 100 sf of CFA . � Post Construction � Test Method & �Test� Calculated � Standardl CFM� ' Target . ' ` Air Handier Present(TotaF Leakage) . .08 X____�,_CF/�5 ' CFM� 5 8 CFM�per 100 sf of CFA , � � Air Handler Present(Leakage to Exterior) .06 X CFA 5' CFM� � <_6 CFM�per 100 sf of CFA 1. Test results must comply with one of the Standards options. 2. Test CFM�must be equal to or.less than the calculated target. � � � Air Leakage testing Calcvlator{Blower poor Test) . . Tested Calculated Test Result Standard � CFMSo , , ( % IC.�CFM50 X 0.055)= �� CFA X 144))=SLA . . � , 0.0003o s�a � �� S divided by �`� SLA . SLA=a,C�C�� G�ssary � � � Rough-In: After installation of the complete air distri6ution system but befora installation of insulation and st�eet roc;c. AJlows for access to all duct seams and connettions for re-evaluation of seal integrity if standard is not met in intitial test � �'' Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Ext�rior: Aggregation of ail duct system leaks to the e;cterior of the CFA in a duct test. CFA: Conditioned floor area . - �a a r�. � • SAAs •. _x_',l.,....1..� {^fr .� 1_ S .r�r�yr. t.t7i:+i�icc��+ci'iY1Lii.i�c vi c�lf lcana�c� u Na��a�5 i�i Nic'S�Ut'E �FMso: Cubic feet per minute of air leakage at 50 pascals of pressure �as�af�pa): llnit of pressura - — SLA: Specific leakage area