The URL can be used to link to this page

BLD-05-0250 1@1@ ~@J.\~- Cll'( 01" '(ELM - 6UILOING OEPfl,R1MENl RESIOEN11fl,L CER11F\Cfl, lE 01" OcCUP fl,NC'( Building p..ddress ~ owner Name owner p..ddress plan Number ~ Building permit Number ~ Remar\(S ~ p..reas \nspected Date ~ special conditions BUi\ding Q1ficial ~ 11liS struelure is ',n eo",plianee ..itll tM International, Residential Code \ Cllapter I 5\-5\ wp.C) as adopled bj tile wasllington state BUilding Code Counel pUfSuan to CllaptefS \ 9 27 and 70 92 RCW, effectiVe JulY \, 2004 ~@ FROM YELM SEWER DEPT FAX NO 360-458~8166 Jan 24 2006 10 51AM Pl FAX TRANSMISSION CITY OF YELM P.O. BOX 479 - 931 NP ROAD NE YELM, W A 98597 360~458~8411 FAX 360~458-8166 TO: bf2 El'tJ-IlE AJ DATE: )~d--4"'O G FAX#: PAGES: I , including this Cover sheet From" 'Y~PrPO V Subject: t(ou ~<E r r~AL- / Au.w..mi0 }-l,"LL- .u: COMMENTS: ).....0 T d--'3J } ~ ~l ~ t3i q2cJ<( LA,u() (J 1~blq; DO "'II< lfyou do not receive all copies of any copy IS not ~eglble, please call (360) 458-8411 as soon as posslble. CITY OF YELJ\1INSPECTION LOG c PROJECT 'fJ k/Y1 J /~O l) I PERMIT NU~1BER 0 5 - Od SO ADDRESS Jlodl ~ '~rf!)~d ~. lof 23 S't= SET BAChS Front Rear Side Fbnllng SIde D3te FOOTr"NG 91 ~ 12"' 2~ 0 16"' Ce ~ other (p 8 required \ ents FOOTl'GREB,\R / DOIe~\\'\LLREB\R / D'Ie~ WALL CJ 6"' o 8"' IJ other C 0!"!:!"!:e!:!5 CO\lI3I:\ED FRA \lE/ L\. TERIOR SHE.\R \\ .\LL I'\SPECTIO" '\ Hold downs :J ~ Shear ~alllng \1= / Frame ~. ,~?i G3s'Pr0pane -g;: ~ ~. ifn Plur..bng /:J "-1ech3nJc::.1 J C Comments I'\Sl L.\T10"" :J G3S =:J Foam and Seal Comments ~ /~t5---- "/ SHEET ROCK/SHEAR \\ .\LL '\ .\IL J Electnc J \'2por blTler " Other - p\'.; Comments OTHER Comments FI"lAL 1. Se\\ er Fn21 Ji ElectrlcJI 1 ';ddress If InsulatIon Comments tJA 11M hft I I J C1\ 11 Fln31 ~ SIte Dr~lJl2~e ': ~ L3ndsC3re FIn:!) CJ C (If 0 Sid n \ 31 h. (l;.ptviJ1-- ~ lJ --'\ U o c ~ City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Permit No BLD-05-0250- YL Issue Date 08/15/2005 (Work must be started within 180 days) Receipt No 38009 Applicant: Name. Landshapes NW, Inc. Phone. 253.537.6370 Address. 1151 E 112th Street City' Tacoma State: WA Zip 98445 Prol:>~rty Information: Site Address. 16216 Birkland St. SE Assessor Parcel No. 32660002300 Subdivision: Autumn Hill, phase II Lot: 23 Contractor Information: Name: Landshapes NW Contact: Lubbesmeyer, John City' Tacoma Phone: 253-537-6370 Address. 1151 East 112th Street State: WA Zip: 98445 Contractor License No LANDSN1965MT Expires. 08/13/06225 Business License. 1673.0 Projec::t Information: Project: Autumn Hill, phase II Description of Work: 1504 sf SFR, Lot 23 Sq. Ft. per floor' (1st) 1504 (2nd) 0 (3rd) 0 Garage 470 Basement 0 Heat Type (Electric, Gas, Other). GAS Fees. Item Item Fee tBase Amt Unit Fee Unit Rate No Units Unit Desc --------------------------- ------------- Building Permit 100-500k 1,233.99 993.75 240.24 5.6000 42.9000 $1,000 Building Plan Review 521.36 0.00 000 o 0000 0.0000 Mechanical Permit 7175 0.00 000 0.0000 0.0000 Plumbing Permit 90.00 2000 7000 7 0000 10.0000 Fixture SewerERU 5 417 00 000 5,41700 5,417 0000 1 0000 ERU Sewer Inspection 145.00 000 14500 145.0000 1 0000 ERU Water ERU 1,500.00 000 1,500.00 1,500.0000 1 0000 ERU Water Meter (SFD) 300.00 300.00 0.00 o 0000 o 0000 Water Deposit 40.00 4000 0.00 o 0000 0.0000 Traffic Facilities Charge 757.50 000 757.50 750 0000 1 0100 Peak PM Trip Sewer Deposit 5000 5000 0.00 o 0000 0.0000 State Building Fee 4.50 4.50 0.00 o 0000 0.0000 TOTAL FEES $10,13110 Applicant's Affadavit: 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 st 'ctions f reco . If pplying as a contractor, I futher certify that I am currently registered in t S te sh' OFFICIAL USE ONLY # Sets of Prints. F'n~ 0."", I > By. u ~. .".. :.... . . ' . o o RECEIPT No.3 8009 R~~N THOUSAND ONE HUNDRED THIRTY ONE DOLLARS & 10 CENTS RECEIVED FROM LAND SHAPES NW INC 1151 E 112TH ST TACOMA. WA 98445 253-537-6370 SITE 16216 BIRKLAND ST SE DATE REC. NO. 08/15/05 38009 AMOUNT 10.131 10 CHECK REF NO. PENDING / BUDGETARY JANINE BLD PER 1233.99. PLN PEV 521 36. MECH 71 75. PLU 90. SEW ERU 5417. SEW INS 145.WAT ERU 1500, WAT HET 300. CONS DEP 90. TRAF 757 50 ST BLD4.50 RECEIPT No.3 800 8 RECEWJ?En THOUSAND THREE HUNDRED NINETY THREE DOLLARS & 60 CENTS RECEIVED FROM LANDSHAPES NW INC 1151 E 112TH ST TACOMA. WA 98445 253-537-6370 SITE 16210 BIRKLAND ST SE DATE REC. NO. . 08/15/05 38008 AMOUNT 10.393.60 CHECK REF NO. PENDING BUDGETARY JANINE BLD PER 1399 19. PLN REV 591 16. MECH 78 25. PLM 111. SEW ERU 5417. SEW INS145, WAT ERU 1500, WAT HET 300. CONS DEP 90. TRAF 757 50.ST BLD 4 50 RECEIPT No.3 8 0 0 7 REC~~ifkN THOUSAND FOUR HUNDRED FORTY SIX DOLLARS & 80 CENTS RECEIVED FROM LANDSHAPES Nvl 1151 E 112TH ST TACOHA 98445 DATE REC. NO. 08/15/05 38007 AMOUNT 10.446.80 CHECK REF NO. 2618 . , BUDGETARY .< 15204 BIRKLAND ST SE LOT 21 JANINE PERHIT 1431 67. REVIEW 604 88. HECH 78 25. PLUMB 118. SWR ERU 5417. WTR ERU 1500. NTR NTR 300. DEPOSIT 90. TRAF FAC 757.50. ST BC 4.50 Applicant: o City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Name: Landshapes NW, Inc. Address. 1151 E 112th Street Project Information Project: Autumn Hill, phase II Description of Work: 1504 sf SFR, Lot 23 Site Address. 16216 Birkland St. SE Fees. Item Building Permit 100-500k 032001-322-10-00 Acct Code Building Plan Review 100001-345-83-00 Plumbing Permit Mechanical Permit 032001-322-10-00 032001-322-10-00 Sewer ERU 802412-343-50-01 Sewer Inspection 805412-343-80-00 Water ERU 715401-343-80-02 Water Meter (SFD) 712401-343-80-01 Water Deposit 740402-389-00-00 Traffic Facilities Charge 420120-345-85-00 Sewer Deposit 742402-389-01-00 State Building Fee 160001-386-00-00 TOTAL FEES o PArD AUG ! 5 200, Permit Fees Schedule Permit No BLD-05-0250-YL CITY OF YELM 3'i5tO~ City' Tacoma Phone. State. WA Zip 98445 253.537.6370 '3 Z-L,Cp Assessor Parcel No. 22730130700 Item Fee Base Amt 1,233.99 993.75 521.36 0.00 7175 000 90.00 20.00 5,417 00 000 145.00 000 1,500 00 0.00 300 00 300 00 40.00 40.00 757.50 000 5000 50.00 450 450 $10,13110 240.24 Unit Rate No. Units Unit Desc Unit Fee 0.00 5.6000 42.9000 $1,000 o 0000 0 0000 7000 7 0000 o 0000 0 0000 0.00 5,417.00 5,417 0000 145 00 145 0000 1,50000 1,500 0000 000 0.0000 000 o 0000 757.50 750.0000 0.00 o 0000 000 0.0000 10.0000 Fixture 1 0000 ERU 1 0000 ERU 1 0000 ERU 0.0000 0.0000 1 0100 Peak PM Trip 0.0000 o 0000 o t.O \.D \.D ("J o o o p) -, 11.' 0"... 'l J -~ ll~' 1;iP , ~. .' }'~~ ~ t: ,:"\ , t;.....~ ~ 1...l:,. l 9 . ~;:.; ,'. li ~..~ _",-7_""-- . _._._r_."~""'~-"-'- _-_.,ff1sfa~---- ,,..~<;.;.";',",". 7,:':";:..:,h'_'_>r.;~1'.\'<'Z',"C'C;....;:,;';, ,." '" ..];.,,, ,,;~; '"i,T-_ '.t.',.,'.~ .,'....":.~:,,,,:,i'" : !')'C'_" . '."~'" ~ ,,,,.,.,..,,.,.. '. 'W'."'. ;-..;,;;,~....~~~,,,.,,,;~-,.,.,.;,,.'...'.. ,.,,,,~,,~',,.,".. "".~'"'~~''' "...;,,:;,,,,,';.;..c"~'",,,,",'~, ~".~'"' ".., j,-:,..."",,,,~.,~,,:,..~",,,,,,,.,,-,,.,,'U,,...,_. lA~f)"~\--\f\ft6 ~OR1H tNl!5[ lN~\ \\5\ E \'~#> ST ) Tftcl) tv\ A) WA cVb 44 s 256~ 5~l- &/010 t 101 o ["I ;:)> w ,,:;~ . ~lt} \ OJ' hol ,,"t. ,. .jYl'" )' ~,_,J :.--."... 2.1' 9R~PE:.R1~ (\\J\)'Rt~S. \w'2l L, \O\RY)LA~D Sl Se \jaM) \NA CV?JiSC\l LO 1-#:' ,1'6 PRRCEL # 11-1 '66\ oOlOO ~ 0 I ~lI!d~~~n~~, ~.fltm ~I '3~ '"~~~ ~ ~m~i!: NllIDntllnlesn mrmc. 1151 East 112th Street - Tacoma, WA 98445 Office 253537-6370 - Fax 253537-9163 .. To Whom It May concern. o InfiltratIOn as desIgned on the engmeered plat shall be located m the rear yard of each lot ~ ~smeyer PresIdent o o CITY OF YElM RESIDENTIAL BUILDING PERMIT APPUCA TION FORM Project Address \U~LP ~rKlnnd &t DE Parcel .'2)-1?D1 ?:i.Y7 ooR eceived Subdivision ~\\~tUf\W~b Zoning; AUG 042005 ',:- ~ J.l' New Construction 0 Re-Model / Re-Roof / Addition 0 Home Occupation Sign 'D Plumbing D Mechanical D Mobile / Manufactured Home Placement 0 Other Project Description/Scope of Work. c)\r\C~$:, fu \ 11 \ \ :J Project Value. \ ~$ loa 0 Building Area (sq. ft) 1st Floor \504 2nd Floor Garage l-rl 0 Deck ~!) Basement Carport Patio # Bedrooms~ # Bathrooms 2~ Heating @THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? ~O If yes, a completed environmental checklist must accompany permit application. vip (.fJ I IJ ..x o \0 BUILDING OWNERNAME. ADDRESS \ \\::")\ t;: \ \'2_ fv'l -::::5l EMAIL CITYl'I1C")\,'l\(-\ STATE V\ll\ ZIP(t"N.-\q.:) TELEPHONE C).E)~h~S31-{ p::,:.ao LICENSE # EMAIL TELEPHONE 2-.:;3/'-175 \3..2)2 GENERAL CQNTRAQTOR , \~'us~ I.'J <~ f \' I ADDRESS \ !CSi E \ \2-h"l ST EMAIL CITY rA(\ ')1')'1 () STATE\'\ffl ZIP tf?Jt..1L\~':) FAX 2&'):3n~~:::n~ q 11,1).3 CONTRACTOR'S LICENSE # LI\~n"\\l-~9IcSlnlEXP DATE CITY LICENSE # ~6~~~~sG~JN~~~G~~~,: ,. FESS 'J rr ' t ri\Y'\~~~~~HONE'25~ '-?)L -3' CITYC:~I.W\\..\Hfn STATE y\iA Zlpq''63~"~ FAX CONTRACTOR'S LICENSE #PROfe:PSfi55eGl EXP DATE CITY LICENSE # MEQHANICALQGj\JTRACTOR Hi\\YZt: \-\EH11I\K.l ADDRESS 2J-!C(p t?yrn H\i E G CITY~:)?l\\(\fh\lR" STATE \I\tf\ 2IP__q~,:2-..:t-"'1 CON I TELEPHONE EMAIL 1=1\. y--,-1.t~2.i ~'l """1_ ..r.. Il'~. .-' -- I hereby _\U 1.tlJ_Q,~\rjJla.ad tt tt ~~t~V:f ~ _I.\rpt\robon J . Enet:~. u~t. J Apphc~ -=-~ Owner S+t.J JU'oS J :~~~i~~_Mlt~1ltIDr1 J _&lsj.ntsS ~~W;~ j {\ u.. L\ t-tffi; J _Ul.y-- 105 Yelm PO Box 4 Yelm, WA _____'.. \JJt~222 ~~~ tn~larecln~- _ l use ofthe In and the begun ays ,---r'-~ V"~~ FAX www.ci.yelm.wa.us o PIERCE COUNTY DEVELOPMENT CENTER t.J\~J{)St\A-PF6 ~ORT ~H~t.\."::>l Application No PLEASE COMPLETE THE FOLLOWING: o 2002 WA. STATE ENERGY CODE INFORMATION Date Glazmg area calculatIOn y~ Heat system sizing calculation. ?)Q f)~(J \ \~ sf 7 --'5a~ sf = % \ t;y'J t-j X 20 = btu's - Heated floor area x btu per sq ft. = total system output Window area 7 Heated floor area = % of glazmg Refer to the table below to deten:nine YOW' compliance path. Divide the system output by the equipment efficiency rating to detennine the total Btu mput allowed. JOB TYPE OCCUPANCY COMPLIANCE PATH. HEAT SYSTEM SIZE ~ew MSingle FamIly J><(prel:1DtIve Ch. 6 (circle one) (>4 Bm mput ';)~'1 ~ 0 00 ~./ ,'-' [ ] Remodel [ ] Mu]tI~family I II III Efficiency rating r?:JJ % [ ] Addition [ ] Component Performance Ch. 5 [ J WATTS [ ] System analYSIS Ch.4 HSPF ratmg FUEL TYPE. HEAT TYPE ELEC UTILITY PROVIDER. [ ] Electric I><f Forced Air Furnace [ ] Tacoma CIty LIght 1>4 Nat. Gas [ ] Heat Pump [ ] Puget Sound Energy [ ] Propane [ ] RadIant Heat System (baseboard, wall cadet [ ] Pemnsula Power [ ] Oil, wood [ ] Hydronics system MOther [ ] Gas or Wood Stove VENTILATION INDOOR AIR QUALITY (VIAQ) INFORMATION (check one) Ventilation OptIOn. [ ]A [ ]B ~lc [ ]D [ ] AAHX System SIze' [00 cfm rxl Intermittently operating [ ] Contmuous operatmg PRESCRIPTIVE REQUIREMENTSO,1 FOR GROUP R OCCUPANCY CLIMA TE ZONE 1- ALL FUEL TYPES Option Glazir)g Glazing U~factor Door 9 Ceiling" Vaulted Wall Walkint4 Wall;ext., 4 Floor 5 Slab Area 10 U~value ceiling 3 Above 12 Delow below grade 4 'on' %offJoor gra~e grade gfilde Vertical Overhead 1. ,12% 0:35 0.58 020 R~38 R-30 Rc15 'Re1'5 R~'1O Re30 R,,1O II* [5% 040 0.58 0.20 R~38 R-30 R~21 i(Z-2l R-IO R-30 R-lO III. Urlliniited 040 0.58 020 Rc38 R~30 R"21 lU21 RclO R-30 RcJQ GtoupR~3 , ()CCupancy 061y · Reference Case o Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601 I I Minimum requirements for each option listed, For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%. it shall comply with all of the requ irements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate comptiance by Chapters 4 or 5 of the W.S.E.C 2, Requirement applies to aU ceilings except single rafter or joist vaulted ceilings, 3 Requirement applicable to only to single rafter or joist vaulted ceilings, 4 Below grade walls shall be insulated either on the ell.1erior to a minimum level ofR-IO or on the interior to the same level as walls above grade. Extenor insulation installed on below grade walls shall be a water resIstant material, manufactured for its intended use, and installed according to the manufacturers specrtications, 5 Floors over crawl spaces or exposed to ambient air conditions, 6 Required slab perimeter insulation shall be a water resistant material, manufacftured for its intended use, and installed according to manufacturer's specifications, 7 Int. denotes standard framing 16 inches on center with headers insulated with a minimum ofR-5 insulation, 9 Doors, including al fire doors, shall be assigned default U-factors from Table 10-6C 10, Where a maximum glazing area is listed, the total glazing area (combrned vertical plus overhead I as a percent of gross conditioned floor area shall be less than or equal to that value Overhead glazing with a V-factor ofU=O 40 or less is not included in glazing area limitations, 11 Overhead glazing shall nave V-factors determined in accordance with NFRC 100 or as specified in Section 502.1,5 12, Log and solid timber walls with a minimum average log tnickness of3.5 roches are exempt from this insulation requirement, NOV-18-2003 22 01 Yelm CDD 360 458 3144 P 02 " o o After recording return to: Yelm Community Schools Dlstrict No.2 P. O. Box 476 Yelm, WA 98597 AM: Erling M. Birkland MITIGATION AGREEMENT Reference No; Autumn Hill, SlJB.-04-OOJ6- YL, Yelm, W A Grantor: L John Lubbesmeycr Landshapes Northwest, Inc. 1151 E. 112m, Tacoma. WA 98445 Grantee: Yelm Community Schools District No.2 Legal Description: A 30-17-2E 52 NE NW SE LESS RD -) '" c / 3 (J 7 C(.~ Anessorts Property Tax Parcel Number/Account Number: ~73Qlt2Q.1 00 ;; -17 J ' THIS MITIGATION AGREEMENT ("Agreemem") is made this2J..~ rvrAV . 2005, between the YELM COMMUNllY SCHOOLS DISTRICT NO 2. Yetm, Washmgton (tlle "District") and Landshapes Norbtwest, Inc.. (the "Developer"). REef[ ALS A. The Developer has submitted an application to Thurston County for the constmetion of a 24 lot subdivision "Autumn Hill II" Yelm, Wash. (the "Project"). The Project is located on property tlmt lies within District boundaries, more particularly described on Exhibit A. attacbed hereto and incorporated herein by reference. B. The State Environmental Policy Act, Chapter 43.21C RCW ("SEPA">' provides proeesses and procedures whereby major actions by stare and local agencies. including, but not limited to. plat or PUD approval or the issuance of building permits.. may be reviewed to determine the nature and extent of their impact on the environment. Impacts on public services., mcJuding schools. are environmental impacts for the purposes of SEP A. SEP A reqUITeS the mitigation of adverse environmental impacts. C. The District's student population and growth projections indicate that the Project will have an impact On the District, when cumulative impacts of other projects are considered. D. RCW 82.02.020 authorizes the District to enter into a voluntary agreement with the Developer for payment to mitigate the impact oftbe Developer's Project.: NOV-18-2003 22 01 Yelm CDD 360 458 3144 P 03 ''" o o E. Pursuant to Resolution No. 12-16-93-05, it is the polic)'iofthe DIStrict to recommend that the direct impact of development be voluntarily mitigated by the payment of fees andlor other mitigation measures where appropriate. F The Developer has agreed to mitigate. on a voluntary, basis, the adverse impact of the Project on me District. AGREEMENT NOW, THEREFO~ in consideration of the above recitals and the mutual promises and covenants below, tbe District and tbe Developer agree as follows: I The Developer acknowledges and agrees that there is 8l direct impact on the District as a result of the Developers Project and that this Agreement IS necessary asia result of that impact. 2. The Developer acknowledges and agrees that in order to mitigate the direct impact of the Project. the Developer has offered to pay the District the follOWing sutn of money: Two Thousand One Hundred Forty and no/lOO Dollars ($2140.00 for each lot in the subdivision or the total sum of Fifty One Thousand Three Hundred Sil."ty and noIIOO Dollars ($51,360.00) (the t'Mitigation Paymentj for the 24 lots of the subdivision. The- amount referenced by this paragraph IS subject to change pursuant to paragraph 4 below 3 Any extension, renewal, modificatIOn or amendment !to the Project that results in an adjustment in the number of lots shall result in a corresponding pro tata adjustment In the MitigatIOn Payment. 4 The Developer agrees that the payment of the full Mitigation Payment (in the amount of Two Thousand One Hundred Folt)' and nollOO Dollars ($2,140.00)1 per dwelling umt or Fifty One Thousand Three Hundred Sixty and nollOO Dollars ($51,360.00) for tl\e project, shall be a condition of building permit ISsuance for each single family dwelling in the projecti If building pennit issuance does not occur within Five (5) years from the date of this Agreement. the aniount due for mitigation, as stated in paragraph 2 above, shall be modified to the amount reflected iu i the then most recent mitigation agreement to which the District is a party A copy of such agreement shall be made available to Developer upon request. 5. The District agt'ees to record this Agreement after it basi been ex.ecuted by the parties. 6. The Developer acknowledges and agrees that the Miti~tion Payment IS authorized to be used for capital improvements to the following facilities: Southworth Elementary School, Mill Pond Intermediate School, Yelm Middle School. and/or Yelm High School aild/or any other facilities tbat may be affected by the Project andlor the purchase of portable facilities and/or school buses. 7 The Developer agrees that the District has five (5) yewS from die payment date to spend the Mit;gation Payment for the capital improvements or expendiwres klescribed in paragraph 6. In the event that the Mitigation Payment is not expended within those five years, the moneys will be refunded With interest at the rate applied to Judgments to the property owners of record at the time of refund; however. if the Mitigation Payment is not expended within five years due to delay which is attributable to the Developer, the Payment shall be refunded Without mterest. 8. The Developer waives and relinquishes its right 10 prolest or challenge the payment of the Mitigation Payment pursuant to this Agreement and hereby coven~ts and undertakes that it forever refrains and desists from instituting. assening, filing or bringing any lawsuit, litigation, claim, or challenge or proceeding to challenge thiS Agreement, claim any repayment or reimbursement of funds, performance or improvements provided for therein, or any of its terms and conditions, on any ground or basis whatsoeVer. 9 The District hereby waives any objection to the Project as presently proposed. 10. The District and the Developer agree that the Mitigation Payment will be full and complete mitigation for the impact of the Project as presently proposed IlIn the District. II TIns Agreement shall be binding upon and mure to me benefit of the heirs, executors, administrators. successors. and assigns of both of the Developer and theiDistrict. NOV-1B-2003 22 02 Yelm CDD 360 45B 3144 P 04 " o ~ U 12. Ifan action must be brought to enforce the tenns oflhiS Agreement, such action shall be brought in Thurston Couoty Superior Court. The prevailing party shall be entitled to payment of its costs and reasonable attorneys' fees. )3. This Agreement constitutes the entire agreement bellWeen the parties and any other agreement either written or oral shall be null and void. EXHmITA j):J. LEGAL DESCRIPTION IDi31 General Location 19<J4'; Vancil Rd.. Yelm. WA Section 30 Township 17N Range 2E Land Area 5_94 acres Tax Parcel Number 227;94:9189- ~1301 30,00 ~: Description: Subdivision of 5.94 acres into :M"sin2le family buildinl! lots .. 913 YELM COMMUNITY SCHOOLS DISTRlCT N .2 DATED. ~ - , 7~ 0 r ~G~ By' Alan Burke Its Superintenden, STATE OF WASHINGTON ) )SS COUNTY OF THURSTON ) I cenifY that I know or have satisfactory evidence that Alan Burke is the person who appeared before me. and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Superintendent oflhe YeIm Community Schools District No.2 to be the free and voluntary act of sUl:h party for the uses and purposes mentioned in the insuument. I.IA _ GIVEN under my hand and offiCial seal tlu rr- day of ~'''''''''''' ~........ eM".... "" Jl''' e..'t .......~"" " 3' A.." ---......~~..n. ., .. ~~-.-. EXl-iG.:r " ,: ~l. ~df ~\ \ :;; . ~,... . "Z- ' fEE , :o~ ~~\ ..p,.~O It;3 '- 0.0 .....(6 _. _ ~ '- -,.. ..:0 Y"- fS'." < ~ \ ~ -. ~..- ~ : ~Ia ..... 6. ~., . c; ~ , B......... _o.\\" -- ... l".qr:E Of"l',-~ ". ...~ ,\~,\""",... o LJ In and for the State of ington. residing at 1.,e.JrY1 My Commission Expires b-1'1-~ NOV-18-2003 22:02 Yelm CDD 360 458 3144 P 05 o (' 'J DATED: ~f> ~~~ . John Lubbesm~ Its t//CCr ~//J~ STATEOFWASHINGTON ) )SS COUNTY OF THURSTON ) I certify that I know or have satisfactory evidence that Johnl Lubbesmeyer is the person who appeared befon: me. and said person acknowledged that he signed thisiinsb"Ument, on oath stated that he was authonzed to execute the instrument and acknowledged it as the applicant for this subdIVision to be the free and voluntary act of such party for the uses and plJ!llOSes mennbned in the instrument. GIVEN under my hand and offiCIal seal this ~ay of r 2005 '""""....,,~.., -.-. " ST~ "'.. ':..4{, ~:"'''''''~Q 'I, f~~g,'PN~\~ \ !:t 011\RY~'" ~ :~ ~ -dO : , o '0 ~.-- . :z ' .. ~o ~).,.,\v : 0 S T. :".... .. . lb'" J ~~~'~~.1 ~OF~---... N m imd for the State of nglOB. ~siding at YOm My CommissI41O Expires:' (0- J q-O?} TOTAL P 05 o o -. ~~~ -- --- - -~ ""."".::... '""- - - "'~-- --....=--:::-,- -'- - ....."'...,-7".._..~ ,....-_-.-.."'-"'."-~...,~'"' ~ ~,_.__"'._~_ _L_"_ __ __ ~ _ _ _~ '_"_" __ REGISTERED AS..P.ROVIDED BY LAW AS CQNS9;.CONTGENERAL .........'....,............,.REGIST. # . ..E:x:P .D~;rg, S.GQ:I:';;':C, LANPSJN"I 96:; MTO.s{13j2QQ6 EFFECT:rVEPA:'rE 08/13/2004 LANDSHAI?E $CN9lZTH:I^!ESP+'L .'. J::NC.". 1151 EAST LL2THSTREET TACQMA WA 98445 l Signature j Issued by DEPARTMENT OFLABOR AND INDUSTRIES. '......_~.- .------/ F62j.()52.00C (8/97) r---- Detach And Displav Cenificate ~-; .~'''''=-=,:-~-,S _, __" _~~~.:~=-. _=- .::.-__ _ -=~-L _ L Please Remove And SIgn IdentificatIOn Card Before Placmg Bdtfoki o o \If ;., y~' t~~ 'h ~_~ H H F)~' FI;~' t~~- TT! r.'tl' l.J( Ef'r;u. T() 0rER /.\ rF ('1, 1 p, f-I ': t\ ,->- F?J-j"lI-T'(nlB1 C' C L f:ii H: q r,fl ..(7;' ~\. r"'. -; "':1 .~. r; f! jH1 1,J:l\] , ., I ~ I...iC ./1"):;0 rnusi' L~!3 O. ,,3"\6', il j n(")SKljC LtJUS piCAce ot thE: i~l(jsjn0S$10C(lth_!n (I".r\;: ~ ;) j if LA TERAL ANALYSIS AND STRUCTURAL ENGINEERING FOR: LUBBESMEYER CONSTRUCTION SITE: 16316 BIRKLAND ST SE YELM, W A 98597 c::J ~~ DO E8E8E8E8E8 IIIII IIIII IIIII ORIGINAL STAMP MUST BE RED TO BE VALID SHEET D",n: PLAN NUMBER: a PACIFIC NORTHWEST H1PlP 8, ' ENGINEERING INC. l<lllhll 8 ~Ul 49Z8109thSt.sW Suitr.B:lllkewood,WA.98499 igi~i~ii~ ~ ~~t'tl Pnl)1l,,}F~[25J)589.J265 5::~t~~:;j ~ 4-28-2005 LUBBESMEYER 1504 I PACIFIC NORTHWEST ENGINEERING INC. II CONSUL TING ENGINEERS The enclosed documents are to be used in conjunction with the house plans referenced on the cover It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Scope of Enqineerinq Engineering analyses and design to resist lateral and qravity loads in accordance with the 2003 IBC have been performed and incorporated into stamped "S" sheets All analyses and calculations are included in this engineering report. Engineering assumptions are listed below If these conditions are not present at the site these calculations are void and Pacific Northwest Engineering Inc. must be contacted immediately LOADING CRITERIA Building Code Seismic Design Category Ss S1 Response Mod Factor Site Class Basic Wind Speed 2003 International Building Code O2 1 30 048 65 o 85 mph Exposure B LIVE LOADS (pst) U.N.O. - Uninhabitable attics without storage 10 - Uninhabitable attics with storage 20 - Habitable attics and sleeping areas 30 - All other areas except balconies and decks 40 - Balconies and Decks 60 DEAD LOADS (pst) U.N.O. - Roof with Composition Asphalt 15 - Floor 10 SNOW LOADS (pst) U.N.O. - Snow 25 SOILS CRITERIA Soils Consultant Soils Report # Bearing Pressure Req'd Bearing Depth None None 1500 psf 12" PACIFIC NORTHWEST ENGINEERING INC 4928 109TH ST SW, SUITE B LAKEWOOD, WA. 98499-3733 01 WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN LUBBESMEYER SHEAR.wsw WoodWorks@ Shearwalls 2004 Apr 28,2005 13:18:08 Level 1 of 1 I I I I I I I I I I I 1 I I 1 1 I I --+---~--- ~---+- -~~---~---+---~----~ ~ , ... [ :- I ' : 4 I I I 1 I I I I I I I 1 I I ___~___ L___-L___~____L __1-___--1____1 --35' I I 1 I I I I 1 I I I 1 I I I 1 1 1 I I I I 1 I I I I I I 1 I I ---I ---1- T---i ---1- -T---i----I --30' I I I I I I I 1 I I I 1 1 1 1 I 1 1 I I I I I 1 --- - --i----t----+----1----f----+- --1---- -25' I I I I 1 I I 1 1 I I I I I I I I I 1 1 1 1 1 1 -~- ---~--- ~---t --~----~---t---~- --iTW I I I I I I 1 1 I 1 I I I I 1 1 I I 1 I I I I I - -l5' ----I----i---T---i----I ---T- -1--- 1 I I 1 I I I I I I I I 1 1 I I I I I I I I I I I - - -1- - - - j- - - T - - - -j - - - - j- - - - -j- - - - -j - - - -I - -lO' I I I I I I I I I I 1 I 1 1 I 1 I 1 I I 1 I I 1 ___~--- 1----+-----1----1----+----1----1 --5' I '~-~lL~1 I 1 I I I 1 . ~ B-2 Nil I I I I I N c0 I I I I 1 I -+ I --J.....- I ! - -0' B-1 - - I B-3 ~-,--I----I I I I I I 1 1 1 I I 1 I I 1 1 I 1 I I I I I 1 --r---i ---1- -1--- 1----1---1-- 1----1 .5' 1 1 I I 1 I I I I I 1 I I 1 I 1 I I I 1 I I 1 1 --~---~ ---~- -~---~----~- -~---~- I 1 I I;;;; I I I I I I I I 1 I 1 1 I I I I I I I I ~___~____L_ _~___~____L___I___~____ ~w I I 1 I 1 I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I .- I I I 1 I 1 I I I A-1 I Q' ~' 1 P' 1~' 2P' 2~' 3P' 3~' -~~lO! ..t I ---l I 4P' WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks@ Shearwalls 2004 LUBBESMEYER SHEAR.wsr Aug. 2, 2005 14:52:01 Project Information COMPANY AND PROJECT INFORMATION Company Proiect Pacific Northwest Engineering Inc LUBBESMEYER 1504 4928 109th St SW Lakewood WA 98499 (253 ) 589-3265 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2003 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels 0 70 Seismic Wind Seismic 1 40 1 60 1 00 Wind 1 00 1 00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1 60 T<=100F Dry Dry 4 00 - Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3 5 3 5 - - - - - Shearwall Relative Rigidity' Designed capacity using flexible distribution Hold-down Forces. Based on applied shearline force Seismic Materials. Include gypsum on exterior walls SITE INFORMATION IBC Occupancy ASCE-7 Equivalent Category II - All others Category II - All others Wind Seismic ASCE-7 98 General analytic method for all bldgs ASCE-7 98 Equivalent lateral force procedure Design Wind Speed 85mph Use Group I Exposure Exposure B Design Category D Enclosure Enclosed Site Profile Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1 o 480g Ss 1 300g - - - Fundamental Period E-W N-S Site Location. - T Used Ollis o ills - Approximate Ta o ills Ollis - Maximum T o 133s o 133s Response Factor R 6 50 6 50 1 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,20051452:01 Structural Data STORY INFORMATION Ceiling Level 1 Foundation Story Elev ft 12 67 2 83 2 00 Floor/Ceiling De th in 10 0 10 0 Wall Hei ht ft 9 00 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions rftl Face Tvpe Slope Overhana rttl Block 1 1 Story E-W Ridge Location X,Y = o 00 o 00 North Side 30 0 1 00 Extent X,Y = 40 50 39 00 South Side 30 0 1 00 Ridge Y Location, Offset 19 50 o 00 East Gable 90 0 1 00 Ridge Elevation, Height 23 92 11 26 West Gable 90 0 1 00 Block 2 1 Story N-S Ridge Location X,Y = 19 00 -21 50 North Joined 150 0 1 00 Extent X, Y = 21 50 21 50 South Gable 90 0 1 00 Ridge X Location, Offset 29 75 o 00 East Side 30 0 1 00 Ridge Elevation, Height 18 87 6 21 West Side 30 0 1 00 2 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,20051452.01 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners Spcg [in] Framing Members [in] Apply Grp Surf Material Thick Orient Size Type Eda Fld Blka Species G Spc Notes 1 Ext SS incl OSB 7/16 Vert 8d Nail 4 8 yes Hem-Fir 0 43 16 1,3 2 Ext SS incl OSB 7/16 Vert 8d Nail 6 12 yes Hem-Fir 0 43 16 1,3 Notes: 1 Capacity has been reduced according to IBC specific gravity adjustment. 3, Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. 3 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,2005145201 SHEARLlNE, WALL and OPENING DIMENSIONS North-South Type Wall Location Extent [ft] Length FHS Height Shearlines Grouo(s\ X [ftl Start End rftl rftl rftl Line 1 Level 1 Line 1, Level 1 Seg 2 0 00 0 00 39 00 39 00 35 00 9 00 Wall 1-1 Seg 2 0 00 0 00 39 00 39 00 35 00 Opening 1 21 50 25 50 4 00 6 75 Line 2 Level 1 Line 2, Level 1 NSW 11 00 0 00 4 00 4 00 0 00 9 00 Wall 2-1 NSW 11 00 0 00 4 00 4 00 4 00 Line 3 Level 1 Line 3, Level 1 Seg 2 19 00 -21 50 39 00 60 50 21 50 9 00 Wall 3-1 Seg 2 19 00 -21 50 0 00 21 50 21 50 Wall 3-2 NSW 15 00 0 00 4 00 4 00 4 00 Line 4 Level 1 Line 4, Level 1 Seg 2 40 50 -21 50 39 00 60 50 55 50 9 00 Wall 4-1 Seg 2 40 50 -21 50 0 00 21 50 21 50 Wall 4-2 Seg 2 40 50 0 00 39 00 39 00 34 00 Opening 1 7 00 12 00 5 00 6 75 East-West Type Wall Location Extent [ft] Length FHS Height Shearlines Grouo(s\ Y [ft] Start End rftl rftl [ftl Line A Level 1 Line A, Level 1 Seg 1 -21 50 19 00 40 50 21 50 3 00 9 00 Wall A-1 Seg 1 -21 50 19 00 40 50 21 50 3 00 Opening 1 22 00 38 00 16 00 6 75 Line B Level 1 Line B, Level 1 Seg 2 0 00 0 00 40 50 40 50 18 50 9 00 Wall B-1 Seg 2 0 00 0 00 11 00 11 00 6 00 Opening 1 3 00 8 00 5 00 6 75 Wall B-4 Seg 2 0 00 19 00 34 50 15 50 12 50 Opening 1 25 00 28 00 3 00 6 75 Wall B-3 NSW 0 00 15 00 19 00 4 00 4 00 Wall B-2 NSW 4 00 11 00 15 00 4 00 4 00 Line C Level 1 Line C, Level 1 Seg 2 39 00 0 00 40 50 40 50 16 00 9 00 Wall C-1 Seg 2 39 00 0 00 40 50 40 50 16 00 Opening 1 4 50 9 50 5 00 6 75 Opening 2 10 50 13 00 2 50 6 75 Opening 3 15 50 20 50 5 00 6 75 Opening 4 22 00 24 00 2 00 6 75 Opening 5 30 00 35 00 5 00 6 75 4 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,20051452.01 Loads WIND SHEAR LOADS Level 1 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht Case Dir Dir Start End Start End fftl Accum W W->E Wind Line 0 00 4 00 75 2 85 9 Accum E W->E Lee Line 0 00 4 00 71 7 70 1 Accum W E->W Lee Line 0 00 4 00 71 7 70 1 Accum E E->W Wind Line 0 00 4 00 75 2 85 9 Accum S S->N Wind Line 19 00 29 75 53 2 91 8 Accum S N->S Lee Line 19 00 29 75 78 5 102 7 Block 1 W W->E Wind Line 4 00 10 75 53 1 71 2 Block 1 W W->E Wind Line 19 50 39 00 102 5 32 8 Block 1 E W->E Lee Line 4 00 10 75 48 8 46 2 Block 1 E W->E Lee Line 19 50 39 00 66 4 21 3 Block 1 W E->W Lee Line 4 00 10 75 48 8 46 2 Block 1 W E->W Lee Line 19 50 39 00 66 4 21 3 Block 1 E E->W Wind Line 4 00 10 75 53 1 71 2 Block 1 E E->W Wind Line 19 50 39 00 102 5 32 8 Block 1 S S->N Wind Line -1 00 0 00 20 4 Block 1 S S->N Wind Line 0 00 11 00 53 2 Block 1 S S->N Wind Line 11 00 15 00 53 2 Block 1 S S->N Wind Line 15 00 19 00 53 2 Block 1 N S->N Lee Line -1 00 0 00 57 7 Block 1 N S->N Lee Line 0 00 40 50 79 4 Block 1 N S->N Lee Line 40 50 41 50 57 7 Block 1 S N->S Lee Line -1 00 0 00 57 7 Block 1 S N->S Lee Line 0 00 11 00 79 4 Block 1 S N->S Lee Line 11 00 15 00 79 4 Block 1 S N->S Lee Line 15 00 19 00 79 4 Block 1 N N->S Wind Line -1 00 0 00 20 4 Block 1 N N->S Wind Line 0 00 40 50 53 2 Block 1 N N->S Wind Line 40 50 41 50 20 4 Block 2 W W->E Wind Line -22 50 -21 50 10 6 Block 2 W W->E Wind Line -21 50 -1 00 43 3 Block 2 W W->E Wind Line -1 00 0 00 43 3 42 4 Block 2 W W->E Wind Line 10 75 19 50 71 2 102 5 Block 2 E W->E Lee Line -22 50 -21 50 31 7 Block 2 E W->E Lee Line -21 50 -1 00 52 5 Block 2 E W->E Lee Line -1 00 0 00 52 5 49 8 Block 2 E W->E Lee Line 10 75 19 50 46 2 66 4 Block 2 W E->W Lee Line -22 50 -21 50 31 7 Block 2 W E->W Lee Line -21 50 -1 00 52 5 Block 2 W E->W Lee Line -1 00 0 00 52 5 49 8 Block 2 W E->W Lee Line 10 75 19 50 46 2 66 4 Block 2 E E->W Wind Line -22 50 -21 50 10 6 Block 2 E E->W Wind Line -21 50 -1 00 43 3 Block 2 E E->W Wind Line -1 00 0 00 43 3 42 4 Block 2 E E->W Wind Line 10 75 19 50 71 2 102 5 Block 2 S S->N Wind Line 29 75 40 50 91 8 53 2 Block 2 S S->N Wind Line 40 50 41 50 20 4 Block 2 S N->S Lee Line 29 75 40 50 102 7 78 5 Block 2 S N->S Lee Line 40 50 41 50 57 7 5 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,200514 52:01 WIND C&C LOADS Block Building Level Magnitude [pst] Face Interior End Zone Block 1 West 1 14 1 17 4 Block 1 East 1 14 1 17 4 Block 1 South 1 14 1 17 4 Block 1 North 1 14 1 17 4 Block 2 West 1 14 1 17 4 Block 2 East 1 14 1 17 4 Block 2 South 1 14 1 17 4 6 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 20051452:01 BUILDING MASSES Level 1 Magnitude Trib Force Building Block Shear Profile Location [ft] [Ibs,plf,pst] Width Dir Element Line Start End Start End [ft] E->W Roof Block 1 1 Line -1 00 40 00 318 8 318 8 E->W Roof Block 1 4 Line -1 00 40 00 318 8 318 8 E->W Roof Block 2 3 Line -22 50 1 00 176 3 176 3 E->W Roof Block 2 4 Line -22 50 1 00 176 3 176 3 E->W R Gable Block 1 1 Line 0 00 19 50 112 6 0 0 E->W L Gable Block 1 1 Line 19 50 39 00 0 0 112 6 E->W L Gable Block 1 4 Line 0 00 19 50 112 6 0 0 E->W R Gable Block 1 4 Line 19 50 39 00 0 0 112 6 N->S Roof Block 1 B Line -1 00 41 50 307 5 307 5 N->S Roof Block 1 C Line -1 00 41 50 307 5 307 5 N->S Roof Block 2 A Line 18 00 41 50 176 3 176 3 N->S Roof Block 2 B Line 18 00 41 50 176 3 176 3 N->S L Gable Block 2 A Line 19 00 29 75 62 1 0 0 N->S R Gable Block 2 A Line 29 75 40 50 0 0 62 1 All Wall 1-1 n/a 1 Line 0 00 39 00 90 0 90 0 All Wall 2-1 n/a 2 Line 0 00 4 00 90 0 90 0 All Wall 3-2 n/a Line 0 00 4 00 90 0 90 0 All Wall 3-1 n/a 3 Line -21 50 0 00 90 0 90 0 All Wall 4-1 n/a 4 Line -21 50 0 00 90 0 90 0 All Wall 4-2 n/a 4 Line 0 00 39 00 90 0 90 0 All Wall A-1 n/a A Line 19 00 40 50 90 0 90 0 All Wall B-1 n/a B Line 0 00 11 00 90 0 90 0 All Wall B-3 n/a B Line 15 00 19 00 90 0 90 0 All Wall B-2 n/a Line 11 00 15 00 90 0 90 0 All Wall C-1 n/a C Line 0 00 40 50 90 0 90 0 7 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,2005145201 SEISMIC LOADS Level 1 Force Profile Location [ft] Mag [Ibs,plf,psf] Dir Start End Start End E->W Line -22 50 -21 50 47 0 47 0 E->W Point -21 50 -21 50 218 218 E->W Line -21 50 -1 00 59 0 59 0 E->W Line -1 00 0 00 144 0 144 0 E->W Point 0 00 0 00 90 90 E->W Line 0 00 1 00 144 0 145 5 E->W Line 1 00 19 50 98 5 127 0 E->W Point 4 00 4 00 24 24 E->W Line 19 50 39 00 127 0 97 0 E->W Point 39 00 39 00 243 243 E->W Line 39 00 40 00 85 0 85 0 N->S Line -1 00 0 00 82 0 82 0 N->S Point 0 00 0 00 527 527 N->S Line 0 00 11 00 94 0 94 0 N->S Line 11 00 15 00 94 0 94 0 N->S Line 15 00 18 00 94 0 94 0 N->S Line 18 00 19 00 141 0 141 0 N->S Point 19 00 19 00 129 129 N->S Line 19 00 29 75 141 0 149 3 N->S Line 29 75 40 50 149 3 141 0 N->S Point 40 50 40 50 656 656 N->S Line 40 50 41 50 129 0 129 0 . . All loads entered by the user or generated by program are specified (unfactored) loads. The program will apply a load factor of 0 70 and reliability /redundancy factor to seismic loads before distributing them to the shearlines. 8 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,20051452.01 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force [pit] Allowable Shear [pit] Crit. Shearlines Go Dir Ld. Case V nbsl V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line 1 Level 1 Ln1, Lev1 2 Both 1338 34 3 38 2 339 1 00 S 339 11848 0 11 Line 3 Ln3, Lev1 2 S->N 2893 47 8 134 6 339 1 00 S 339 7278 0 40 2 N->S 2805 46 4 130 5 339 1 00 S 339 7278 0 39 Line 4 Ln4, Lev1 2 S->N 1711 28 3 30 8 339 1 00 S 339 18788 0 09 2 N->S 1624 26 8 29 3 339 1 00 S 339 18788 0 09 Wall 4-1 2 S->N 663 28 3 30 8 339 1 00 339 7278 0 09 2 N->S 629 26 8 29 3 339 1 00 339 7278 0 09 Wall 4-2 2 S->N 1048 28 3 30 8 339 1 00 339 11510 0 09 2 N->S 995 26 8 29 3 339 1 00 339 11510 0 09 East-West W For Shear Force [pit] Allowable Shear [pit] Crit. Shearlines Gp Dir Ld. Case V nbsl V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line A Level 1 LnA, Lev1 1 Both 1072 49 9 357 5 495 1 00 S 495 1484 0 72 Line B LnB, Lev1 2 Both 3596 88 8 194 4 339 1 00 S 339 6263 0 57 Wall B-1 2 Both 1166 88 8 194 4 339 1 00 339 2031 0 57 Wall B-4 2 Both 2430 88 8 194 4 339 1 00 339 4232 0 57 Line C LnC, Lev1 2 Both 2204 54 4 137 8 339 1 00 S 339 5416 0 41 C- Sheathing Combination. A- Add capacities; S- Strongest only; X- Strongest or twice weakest. 9 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,20051452.01 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Li ne- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or Openina X Y Ld.Case Shear Dead Uplift Cmb'd Force rlbsl Line 1 1-1 Left Wall End 0 00 0 00 344 344 1-1 Left Opening 1 0 00 21 50 344 344 84 1-1 Right Opening 1 0 00 25 50 344 344 53 1-1 Right Wall End 0 00 39 00 344 344 Line 3 3-1 Left Wall End 19 00 -21 50 1211 1211 3-1 Right Wall End 19 00 0 00 1211 1211 1865 Line 4 4-1 Left Wall End 40 50 -21 50 278 278 4-1 Right Wall End 40 50 0 00 555 555 4-2 Left Opening 1 40 50 7 00 278 278 73 4-2 Right Opening 1 40 50 12 00 278 278 69 4-2 Right Wall End 40 50 39 00 278 278 Line A A-1 Left Wall End 19 00 -21 50 3217 3217 A-1 Left Opening 1 22 00 -21 50 3217 3217 923 Line B B-1 Left Wall End 0 00 0 00 1750 1750 B-1 Left Opening 1 3 00 0 00 1750 1750 317 B-1 Right Opening 1 8 00 0 00 1750 1750 127 B-1 Right Wall End 11 00 0 00 1750 1750 190 B-4 Left Wall End 19 00 0 00 1750 1750 521 B-4 Left Opening 1 25 00 0 00 1750 1750 113 B-4 Right Opening 1 28 00 0 00 1750 1750 154 B-4 Right Wall End 34 50 0 00 1750 1750 533 Line C C-1 Left Wall End 0 00 39 00 1240 1240 C-1 Left Opening 1 4 50 39 00 1240 1240 375 C-1 Right Opening 4 24 00 39 00 1240 1240 686 C-1 Left Opening 5 30 00 39 00 1240 1240 186 C-1 Right Opening 5 35 00 39 00 1240 1240 458 C-1 Right Wall End 40 50 39 00 1240 1240 Dead load contribution to combined force is factored by 1 00 load combination factor 10 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,200514 52:01 Wind Suction Design COMPONENTS AND CLADDING by SHEARLlNE North-South Sheathing [pst] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist 1 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00 2 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00 3 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00 4 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00 East-West Sheathing [pst] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 17 4 48 0 0 36 15 13 68 0 23 0 18 1 00 1 00 B 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00 C 1 2 17 4 48 0 0 36 23 19 68 0 34 0 28 1 00 1 00 11 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,20051452.01 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Building Area Story Shear [Ibs] Shear Ratio Rmax Reliability Factor p Mass [Ibs] [SQ.ft] E-W N-S E.W N-S E-W N-S Level 1 48569 2026 6476 6476 0 464 0 189 1 04 -0 35 Structure 48569 - 6476 6476 - - 1 04 1 00 Vertical Earthquake Load Ev = 0.2 Sds 0; Sds = 0 87, Ev = 0.170 SHEAR RESULTS North-South W For HIW Fact. Shear Force [pit] Allowable Shear [pit] Crit. Shearlines Gp Dir Int Ext V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line 1 Level 1 Lnl, LevI 2 Both 1 0 1 0 1052 27 0 30 1 242 1 00 S 242 8463 o 12 Line 3 Ln3, LevI 2 Both 1 0 1 0 1840 30 4 85 6 242 1 00 S 242 5199 o 35 Line 4 Ln4, LevI 2 Both 1 0 1 0 1641 27 1 29 6 242 1 00 S 242 13420 0 12 Wall 4-1 2 Both 1 0 1 0 636 27 1 29 6 242 1 00 242 5199 0 12 Wall 4-2 2 Both 1 0 1 0 1006 27 1 29 6 242 1 00 242 8221 0 12 East-West W For HIW Fact. Shear Force [pit] Allowable Shear [pit] Crit. Shearlines Gp Dir Int Ext V [Ibs] V/L V/FHS Int Ext Co C Total V [Ibs] Resp. Line A Level 1 LnA, LevI 1 Both 1 0 67 657 30 6 219 1 236 1 00 s 236 707 0 93 Line B LnB, LevI 2 Both 1 0 67 2232 55 1 120 6 161 1 00 s 161 3990 0 75 Wall B-1 2 Both 1 0 67 724 55 1 120 6 161 1 00 161 967 0 75 Wall B-4 2 Both 1 0 1 0 1508 55 1 120 6 242 1 00 242 3023 0 50 Line C LnC, LevI 2 Both 1 0 1 0 1835 45 3 114 7 242 1 00 s 242 3869 0 47 . . C- Sheathmg Combmatlon. A- Add capacities; S- Strongest only; X- Strongest or tWice weakest. 12 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2,20051452.01 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or Ocenina X Y Shear Dead Uplift Cmb'd Force r1bsl Line 1 1-1 Left Wall End 0 00 0 00 271 271 1-1 Left Opening 1 0 00 21 50 271 271 66 1-1 Right Opening 1 0 00 25 50 271 271 42 1-1 Right Wall End 0 00 39 00 271 271 Line 3 3-1 Left Wall End 19 00 -21 50 770 770 3-1 Right Wall End 19 00 0 00 770 770 1186 Line 4 4-1 Left Wall End 40 50 -21 50 266 266 4-1 Right Wall End 40 50 0 00 532 532 4-2 Left Opening 1 40 50 7 00 266 266 70 4-2 Right Opening 1 40 50 12 00 266 266 66 4-2 Right Wall End 40 50 39 00 266 266 Line A A-I Left Wall End 19 00 -21 50 1972 1972 A-I Left Opening 1 22 00 -21 50 1972 1972 566 Line B B-1 Left Wall End 0 00 0 00 1086 1086 B-1 Left Opening 1 3 00 0 00 1086 1086 197 B-1 Right Opening 1 8 00 0 00 1086 1086 79 B-1 Right Wall End 11 00 0 00 1086 1086 118 B-4 Left Wall End 19 00 0 00 1086 1086 323 B-4 Left Opening 1 25 00 0 00 1086 1086 70 B-4 Right Opening 1 28 00 0 00 1086 1086 95 B-4 Right Wall End 34 50 0 00 1086 1086 331 Line C C-l Left Wall End 0 00 39 00 1032 1032 C-l Left Opening 1 4 50 39 00 1032 1032 312 C-l Right Opening 4 24 00 39 00 1032 1032 571 C-l Left Opening 5 30 00 39 00 1032 1032 155 C-l Right Opening 5 35 00 39 00 1032 1032 382 C-l Right Wall End 40 50 39 00 1032 1032 Dead load contribution to combined force is factored by 0.479 due to load combination factor and vertical seismic force 13 WoodWorks@ Shearwalls LUBBESMEYER SHEAR.wsr Aug 2,20051452.01 14 WoodWorks@ COMPANY Pacific Northwest Engineering (253) 589-3265 Aug. 2, 2005 1449:36 PROJECT Lubbesmeyer #1504 F1 Design Check Calculation Sheet Sizer 2004 LOADS (Ibs, psf, or plf ) Load Type Distribution Magnitude Start End 120 0 480 0 90 0 Location [ft] Pattern Start End Load? No No No Load1 Dead Load2 Live Load3 Dead Full UDL Full UDL Full UDL 0' 6' Dead 653 653 Live 1440 1440 Total 2093 2093 Bearing LC number 2 2 Len th 1 0 1 0 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7 69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations. ICC-IBC; SECTION vs. DESIGN CODE NDS-2001 (stress=psi, and in ) Criterion Analysis Value Desi n Value Anal sis/Design Shear fv - 72 Fv' - 180 fv/Fv' - 0 40 Bending(+) fb 755 Fb' 1080 fb/Fb' = o 70 Live Defl'n 0 04 <L/999 o 20 L/3 60 0 19 Total Defl'n 0 06 <L/999 0 30 L/240 0 21 ADDITIONAL DATA. FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1 00 1 00 1 00 1 000 1 200 1 00 1 00 1 00 1 00 2 Fv' 180 1 00 1 00 1 00 1 00 1 00 1 00 2 Fcp' 625 1 00 1 00 1 00 1 00 E' 1 6 million 1 00 1 00 1 00 1 00 2 Bending(+) LC# 2 D+L, M = 3140 Ibs-ft Shear LC# 2 D+L, V = 2093, V design 1555 Ibs Deflection LC# 2 D+L EI= 369 34e06 Ib-in2 Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1 WoodWorks@ COMPANY Pacific Northwest Engineering (253) 589-3265 Aug. 2, 2005 1450'08 PROJECT Lubbesmeyer #1504 HD Design Check Calculation Sheet Sizer 2004 LOADS (Ibs, psf, or plf ) Load Type Distribution Magnitude Start End 285 0 475 0 Location [ft] Pattern Start End Load? No No Load1 Dead Load2 Snow Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 0' 6' Dead 873 873 Live 1425 1425 Total 2298 2298 Bearing LC number 2 2 Length 1 1 1 1 Lumber-soft, D.Fir-L, No.2, 4x8" Self Weight of 6 03 plf automatically included in loads, Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001 (stress=psi, and in ) Criterion Analysis Value Desi n Value Anal sis/Design Shear fv - 108 Fv' - 207 fv/Fv' - 0 52 Bending(+) fb 1349 Fb' 1345 fb/Fb' = 1 00 Live Defl'n 0 08 L/924 0 20 L/360 0 39 Total Defl'n 0 15 L/481 0 30 L/240 0 50 ADDITIONAL DATA. FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1 15 1 00 1 00 1 000 1 300 1 00 1 00 1 00 1 00 2 Fv' 180 1 15 1 00 1 00 1 00 1 00 1 00 2 Fcp' 625 1 00 1 00 1 00 1 00 E' 1 6 million 1 00 1 00 1 00 1 00 2 Bending(+) LC# 2 D+S, M = 3447 1bs-ft Shear LC# 2 D+S, V = 2298, V design 1835 lbs Deflection LC# 2 D+S EI= 177 83e06 lb-in2 Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4 4 1 " WoodWorks@ COMPANY Pacific Northwest Engineering (253) 589-3265 Aug 2,20051450'17 PROJECT Lubbesmeyer #1504 R1 Design Check Calculation Sheet Sizer 2004 LOADS (Ibs, psf, or plf ) Load Type Distribution Magnitude Start End 45 0 80 0 Location [ft] Pattern Start End Load? No No Load1 Dead Load2 Snow Full UDL Full UDL MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 0' 16' Dead 435 435 Live 640 640 Total 1075 1075 Bearing LC number 2 2 Length 1 0 1 0 Lumber-soft, D.Fir-L, No.2, 4x12" Self Weight of 9 35 plf automatically included in loads, Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001 (stress=psi, and in ) Criterion Anal sis Value Desi n Value n Shear fv - 36 Fv' - 207 17 Bending(+) fb 699 Fb' 1138 61 Live Defl'n 0 18 <L/999 o 53 L!3 60 33 Total Defl'n 0 36 L/535 o 80 L/240 45 ADDITIONAL DATA. FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1 15 1 00 1 00 1 000 1 100 1 00 1 00 1 00 1 00 2 Fv' 180 1 15 1 00 1 00 1 00 1 00 1 00 2 Fcp' 625 1 00 1 00 1 00 1 00 E' 1 6 million 1 00 1 00 1 00 1 00 2 Bending(+) LC# 2 D+S, M = 4299 lbs-ft Shear LC# 2 D+S, V = 1075, V design 949 lbs Deflection LC# 2 D+S EI= 664 44e06 lb-in2 Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4 4 1 .. .'. -- WoodWorks@ COMPANY Pacific Northwest Engineering (253) 589-3265 Aug. 2, 2005 1450:28 PROJECT Lubbesmeyer #1504 R2 Design Check Calculation Sheet Sizer 2004 LOADS (Ibs, psf, or plf ) Load Type Distribution Magnitude Start End 225 0 375 0 Location [ft] Pattern Start End Load? No No Load1 Dead Load2 Snow Full UDL Full UDL 0' 4' Dead 462 462 Live 750 750 Total 1212 1212 Bearing LC number 2 2 Len th 1 0 1 0 Lumber-soft, D.Fir-L, No.2, 4xS" Self Weight of 6 03 plf automatically included in loads; Lateral support: top= full, bottom= at supports, Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001 (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Design Shear fv - 50 Fv' - 207 fv/Fv' - 0 24 Bending(+) fb 474 Fb' 1345 fb/Fb' = 0 35 Live Defl'n 0 01 <L/999 0 13 L/3 60 0 09 Total Defl'n 0 02 <L/999 0 20 L/240 0 12 ADDITIONAL DATA. FACTORS F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1 15 1 00 1 00 1 000 1 300 1 00 1 00 1 00 1 00 2 Fv' 180 1 15 1 00 1 00 1 00 1 00 1 00 2 Fcp' 625 1 00 1 00 1 00 1 00 E' 1 6 million 1 00 1 00 1 00 1 00 2 Bending(+) LC# 2 D+S, M ~ 1212 lbs-ft Shear LC# 2 D+S, V ~ 1212, V design 846 lbs Deflection LC# 2 D+S EI= 177 83e06 Ib-in2 Total Deflection = 1 50(Dead Load Deflection) + Live Load Deflection (D=dead L=live S=snow w=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES 1 Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4 4 1