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N~*~ y~ n ~ ~ ~~~ a ~ ,~ vN~ o?'? ~0 3 NO N ~~~ ~~~ ~~o ~~~ ~_ ~~ `~ ~~ ~o ~a~ ~ ~,~ oo~ ~~a ~~ _. _,~ -v n N ~ C ~ N ~ '' a ~' co O v' n 0 v D N N O O ~ D c~ ~ ~ ~ ~~ ~ C7 ~ o ~ a o a ~ I. . ~ ~o 3 -' ~ a ~ co ~' .~ c~ 3 Z C 3 -, -~ 3 rn O N ~J 00 ~ ~. ~~ ~ a~ D a3 a y ~ c~ N N m n ~ ~ m ~ z ~ -a ~ D ~ r m n r m ~ ~ ~ --~ o0 c -n _ n r y v m Z G7 O 'p n D n ~ ~ ~ Z n CITY OF YELM INSPECTION LOG P ROJ EC? s~~ ~,~ a PER'~91T'~U~9BER ~ ~ ^- (~~ ~ ~' .ADDRESS Gas ,~ Fo3m and Seal SET B.aChS Date: FOOTI;`G `~'.~LL Front ~ 1 ?'' ~ b" __________ Rear D l6•' ~ g'' Si~eFlarJ;in~ > ~ other_ ~ other_ Side J re aired nerve s fOOTI'~'CREB.aR Date: ~ ~ "'.aLL R :~~ ~ ~ - EB.aR Date. /~ /"~ rnmmPnlc CO~1B1~'ED FR~'~1E1 E.l'TER10R S~JE.~R "'.aLL [~S1'ECT10~ ~' Hold do~~~ns ~ ear :~'ailine ~_ "~ Frar~e ~ 13 Gas'Pro ane ~ P ~ 3' ~ Plurnl~~n~ ~ 1 !~lechan~cal ~ Comments ~~ ~{, ~ 1~St'L.aT10'~ Comments i~~ S1~EET ROC~'SHE.aR titi'.-ALL ~'.a1L Comments OTiJER Sf S 1=lectric ~ Ot}~i,eT ~'aPer Farrier ~ °~`'..~ ~ ~" Comments F1 .~L Se~~~er F;nul Flectric3l J Ci~~il Final ~ Landsca e Finsl ~ ~ _ Ccf0 .-address _ lnsul3tion ~ Site Drainage ~ ~ide«~~l}; Comments Q~' ~ivr,/ ~~'i.~~~~ FROM :YELM SE~JER DEPT. ~~F THE p~ YEL FAX N0. :360-458-8166 ~ 10 2006 02:4?PM P1 FAX TRANSMISSION CITY OF YELM P.O. BOX 479 - 931 NI''120AD NF. YELM, WA 98597 ~~ 360-458-8411 f~ t~y FAX 360-458-8166 ~~ 1 o: (r~r- . NcN FAX#: From: ~~,u r, r~ DaT~: y -~ a _ d ~, PAGES: ~ ,including this Cover sheet Subject: 1-laus~ i=i~~L~AuTUmiJ f-l~t.c. -~ / ~ L; COMMENTS: ~_ DT ~ ~ / 0 713 u,r i ~Nu d,-, 5 ~ . S. C . Lo? Ia, 10709 uYr,fA,uuvn Si. S.E. ~; % -C715- C'() ~ ~ ~ ce~ve ail co ies or an co ~s net legible, please cai! ~~~0) X58-84 ~ 1 ~t you do not re p Y ~Y as soon as possible. ,v~ 7tl . 5 v~ ~i~-~f~~ ~.1~j7 ~ ~,~~o~ ~Z Pr -~~, 'moo ~( To F/~At ~ftf'~D ~E O`R ~5 !~~ c.~A~ K ~-j~llyNT GJN1c-1 EJ~ 1~ HlEjrlb~ ~ ~~~t ~JOx ~7~9 M ~tL 'PorE'p 'P~~ L.oy 31 ~~ o~T"~' City of Yelm Community Development Department a Building Division Phone: (360) 458-8407 LM Fax: (360) 458-3144 WA EN INGTO N Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street City: Tacoma Property Information. Site Address: 10713 Umtanum St. SE Assessor Parcel No. 32660001100 Contractor Informat'©n: Name: Landshapes NW Address: 1151 East 112th Street Contractor License No: LANDSN1965MT Project Information: Project: Autumn Hill, phase II Description of Work: 1504 sf SFR, Lot 11 Permit Ivo: BLD-05-0278-YL Issue Date: 0912012005 (Work must be started within 180 days) Receipt No: 38288 Phone: 253.537.6370 State: WA Zip 98445 Subdivision: Autumn Hill, phase II Lot: 11 Contact: Lubbesmeyer, John Phone: 253-537-6370 City: Tacoma State: WA Zip: 98445 Expires: 08113106225 Business License: 1673.0 Sq. Ft. per floor: (1st) 1504 (2nd) 0 Heat Type (Electric, Gas, Other): ELECTRIC FPGS: Item Item Fey Building Permit 100-500k 1,233.9 Building Plan Review 521.3 Mechanical Permit 71.7 Plumbing Permit 90.0 Sewer ERU 5,417.0 Sewer Inspection 145.0 Water ERU 1,500.0 Water Meter (SFD) 300.0 Water Deposit 40.0 Traffic Facilities Charge 757.5 Sewer Deposit 50.0 State Building Fee 4.5 TOTAL FEES: $10,131.1 Applicant's Affidavit: (3rd) 0 Base Amt Unit Fee 9 993.75 240.24 6 0.00 0.00 5 0.00 0.00 0 20.00 70.00 0 0.00 5,417.00 0 0.00 145.00 0 0.00 1, 500.00 0 300.00 0.00 0 40.00 0.00 0 0.00 757.50 0 50.00 0.00 0 4.50 0.00 0 Garage 470 Basement 0 Unit Rate No. Units Unit Desc 5.6000 42.9000 $1, 000 0.0000 0.0000 0.0000 0.0000 7.0000 10.0000 Fixture 5,417.0000 1.0000 ERU 145.0000 1.0000 ERU 1, 500.0000 1.0000 ERU 0.0000 0.0000 0.0000 0.0000 750.0000 1.0100 Peak PM Trip 0.0000 0.0000 0.0000 0.0000 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 inconformity 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 annlvina as a contractor- I futher certifv that I am currently OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: ~~~ ,.•-. ~~o~T"~p~ CITY OF ~ ~ ~4 ~~ 4 ~ YELM . , P.O. Box 479 ~ ~~ Yeim, WA 98597 RECEIPT N0.3~8 2 8 7 ~. z 360-458-8403 wwNnwaraM 11 j,e- ~ h '~ T1 1~1 T r1 .. , . , , 1 T * T 7 ~- T *1 , T • !r't T'1 T1 T T r, r, tTl + RE~~~V'~~~ Ti.~~U,~~~~ sr~Fr~L :;.k~P~.D ~~~~.t~~T THP~~ ~~~'~~:A?S ~.~ 5Q ~ ~j.t~ RECEIVED FROM DATE REC. N0. AMOUNT REF N0. LAr~DBuAP~'S ~~~ IHC 49/24i~5 38287 ~4, 393.59 C'~EC:; ~ 277,2 ~~.;~51 ~ ~? ~ Can ~ ;. w.! 1 T~"Dt~A, tr~A 9~+445 DUDCETA~':~ ji D ~ ~ 5 ~ V fr 7 7 ~ ~T .V , 1.1 D P ~ a ~ ~ ~ ~ ~ ~'1 ~~ ~ ~ ~ T 1`~ " ., 1 1 ~. i v- • 1- , t l., a- i 1 V ~~ s, r ~ , ? 1 ~ (~ r, ~ T-, ~ i R, -, ~~ .., ~ T. s r ,•, ~ ~ 1 '~ '~ 1 '! C` ~.' '' ~ ~ 1 / i q3 ~"{ ~ H r G v .. a! 1 `i , • :_.. L• 1 1 ;. 1 -~~ 1~ l ~ J e r , a ..J 1. L' L a 1~ +. .- ~ j. , ~ L3 v 1 c ~ T ~? ~ 3 1 ~? 1 n "~ 1 i ''S .: , *,.~ / r ~' j ~ 1 ~ ~ : A + < aJ i'. '.1 1. ~ T,i ,l ? ~ !~ ~ ~ ~ ~ j.~ 1 a ~ a + 1 \ , ~ - , r ~ L.r ~ j` /i /a L 1 "~ '~~ ~ * ''*1 r~ F~ r+ *t 'f^ ~ 'r7 ~ !'a r~'3 / r~, Ft .C ~' ^~ ~ t~i tt T` ''1 ~ 5 t ~ - ,. i ~ ~. ( J J .." L~ , V ~ L l.J ~ (.. , -.j 1 L ~., ~ s z:+ ~~~~T~p~ cITY of ~ ~ a ~ YELM P.O. Box 479 Yelm, WA 98597 RECEIPT No. 3 8 2 8 8 L 360-458-8403 ww.•wwcro•+ E ~~~E~ ~~.i~SA~C tr~f~: ~~D~'E.~ T ?'s~' rs~s~, ~„j, T-~~~ ~ ~~, ,ry~+.''m~ RECEIVED FROM DATE REC. N0. AMOUNT REF. N0. L~~D~HAPES ~~a I~~" ~9/2~/~5 382SS ~~,~31•l~ CHECK 2772 1~5? E .~2TH Sm TACC~~iA, ~~.A~ 98445 ~~D~ETAP,Y DLD-~5-X3278--`~ },. SITE; ~~713 ~,T~~'~"A~~~~ ~~T SS '~ i! ~ ~ S~ d~ r` T T1 '.^ ^ l (T ,~ „ '' ~ ~ ~ ' ~t 1 ~ ~ ' ~ - ~ P1 ~ + ~ ~ /''~ ~j '~`^ T"~ ~..{ 1T1 ~' .1 i ~. ! }, '-1 } ~ !i'i ^ i "7 ~~~+~.,~i~:~~~. _7 P:.:~~n..~. __~_ ~~~.~, ,._~..:L~~~l,~. ~~, PL~~P~~z~19~~, -~~~.,~LT541?, ~ ~ ~ ~ '! ~ / ~ T T ~ ~ '~ ' j.' 1 ! :"'~ 'l "+ '~ •'1 ~ ' I ^t Tt q ' t-? 71 T' *7 ~ -] ! -., , ~,:..1 ..~ '~ +..~ 1.1 ~.1 `3' , ~ yNSP;4~ ~~, E.~.u j5r_ ~~ r o~. _'P,~. s'~....~.~P~~ i~ ~ ~ ; 5 , , 5~ ~, ~ TF ~' ~~ ~ o~T~p~~ CITY OF ~ YELM P.O. Box 479 Yelm, WA 9s597 RECEIPT No. 3 8 2 8 8 L .. wwsMwo~ow 3fi0-458-8403 RECEIVED ,~ ~ ~ ,~ ~.~~ T1`i~•1~a'rLi" ~i1a~u~ ~"i~~>~~4EU ~Ti~~~~.~,~, T~A~E ~-7,T~A~,S ~~ 59 CELTS RECEIVED FROM DATE REC. N0. AMOUNT REF N0. ~~YADSriA"ES ~~~I T~~L O412~, ~5 382Q9 10, 393.59 CHECK 277E 15~. E~~12~'~- ST TACQ~~~A, 6~A 9-3445 BUDvETA~Y L711,.t L ' ~ 5 ' K1 2 (G -- ~i 1.1 ~lTu : 1721. ~i'~AmA~~t?;.~ ~?' r TA~~r~ ~'~F~11.~~'`~ s.~, ~~j~P;~~`_~~ :~ , •~~_f~„TTti~3`~~u, ~5, P.I~~!~Rt~~T1~1, S/Et~t~5~,~7 -• , •'~,-~.,-;' :1 ~ ;~ni 1 ~ 1.1 ,}, ~~ ~~,~ j, ,T`^*^: ,~ -*'i~~CL~ G7 ~ C Jj11''j;'C,' Crf1~'~~ ~r~ •. ! :. 1'= '•~ 1 1 '~ ~' , i ~ Li l~ ~ J. .~ ~ ~~ , 1 f t` 3 F ~ • ! .~ i~~ iC' ~ ! t i' i1 1 'I ".' ~ i L 1 I J ! • ..i ~% , +.~ ~ a.• ~ ~ .! ~ , -_' J. 1 ~ ,J 'S , °i ~. r4 ~. •k~ ^ ~ ~1 • 77 7: ..n. ~' /, !.i ~~~ ~, +~ 1 ~~ f, P1}6iM~\{`_~'Stj'.v[Q{[+!'~nt 4'Ji~ /Ya ^t^.t••.:.:r~ 4i~` A' `l ` ~ ~•~ F ~~: r F N Q r ~ h W ~ $ t ~~ I ~ x,1151 East 112th Street - Tacoma, WA 98445 Office; 253 537-6370 - Fax. 253 537-9163 To Thom It 1VIay c©ncern: Infiltration as designed an the engineered plat shall be located in the rear yard of each lot. 1 Lubbesmeyer President CITY OF YELM RESIDENTIAL BUILDfNG PERMR APPLICATION FORM ProjectAddress: ~U~I'J L"1IyI1W 1~,~.I~Y) ~~ ~~ Parce~ #:~.°Z~ ~~ ;~O~OO Subdivision:A~~,~_~ Lot #:~ Zoning; ~C New Construction ^ Re-Model / Re-Roof /Addition ^ Home Occupation Sign ^ Plumbing ^ Mechanical ^ Mobile /Manufactured Home Placement ^ Other Project DescriptionlScope of Work: ~~11~~.! Project Value: ~~~ ~~0 Building Area {sq. ft) 1St Floor~~ 2nd Floor Garage'-"t ~~ Deck Basement Carport Patio # Bedrooms # Bathrooms?- Heating: ~~S THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? 0\~ 0 If yes, a completed environmental checklist must accompany permit application. StFC" ,;;; ~~ ~~~ 1~ B~1lLDING OII~NEI~ NAME: ADDRESS ~ ~ 2 ~ - EMAIL CITY~C~1~11A STATE~_ZI ~ TELEPHONE ~~ ARCHITECTIENGIi~IEER r i , ~ `~' ~ ~ ~ LICENSE # ADDRESS ~~ ~ ~~ EMAIL CITY ~1~CC STATE!~_ZIP O' TELEPHONE ~/~ 75:_-~~02, GENERAL CONTRACTOR TELEPHONE ~~ ~'~ -~ ADDRESS Z ~ ~ EMAIL CITY STATE ZIP - ' ~ , ~ FAX ~ ~ ' ~~ CONTRACTOR'S LICENSE # L XP DATE CI LICENSE # PLUMBING CONTRAS OR ~~~ ` ° ` ELEPHONE~Z,'~' `~l ADDRESS ~ ~ MAIL CiTYC~,j~-I~~Y~ STATE ' ZIP ~%~ ~ FAX CONTRACTOR'S LICENSE #PROt=EPS~S~ EXP DATE CITY LICENSE # __ ~_~ MECHANICAL CONTRACTOR ~1i~z~ ,, E ' ~ I I`.IC~ TELEPHONE 1Z~~I ~~~ ` ~ ~ ~` ~ ADDRESS ' ~~ '~~ ~' ~ ~ EMAIL C ITY `.~'A~R~ F111 STATE - ZIP -~ ~ ~' FAX '1~~ ~ - ~~ I CONTRACTOR'S LICENSE #~~ ~1J ~;Z EXP DATE C LICENSE # '1~ Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction an, and the occupancy and the use of the above described property wilt be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. __ Applicant's Signature Date Owner I Contractor I Owner's Agent I Contractor's Agent 4Please circle ors.} All permits are non-transferable and will expire if work authorized by such permit is not begun within 184 days of issuance, or if work is suspended or abandoned for a period of 184 days 105 Yetm Avenue `Yest (360) 458-3835 PD Box 479 (36D) 458-3144 FAX Yedm, WA 98597 uiwu~.ef.yedm.wa.us ~,~ce C°~ ti ~~ Q ,~ PIERCE C®UNTY 202 A. STATE ENERGY DEVELOPMENT CENTER CODE I~~O TI oN ~~ . .. . , ~ .~ e. ~~ ~ ~ ~" ~ Application No. .Date: PLEASE COMPLETE THE FOLLOWING: Glazing area calculation: Heat system sizing calculation: .~ _ ~ _ ~ ° - ~~ sf sf ~ ~ - _ /o x 20 btu s Window area = .Heated floor area = % of glazing Heated floor area x btu per sq. ft. =total system output Refer to the table below to determine yow~ compliance path. Divide the system output by the equipment efficiency rating to determine the total Btu in ut allowed. SOB TYPE: OCCUPANCY: COMPLIANCE PATH: HEAT SYSTEM SIZE: ,~~t~New Single Family Prescri five Ch. 6 circle one Btu in put ~~ ~ [ ]Remodel [ ]Multi-family I - II III Efficiency rating ~~~ [ ]Addition [ ]Component Performance Ch. 5 [ ]WATTS [ ]System analysis Ch. 4 HSPF rating FUEL TYPE: HEAT TYPE: ELEC. UTILITY PROVIDER: [ ]Electric Forced Air Furnace [ Tacoma Ci Li ht J tY g ,]' Nat. Gas [ ]Heat Pump [ ]Puget Sound Ener gY [ ]Propane [ ]Radiant Heat System {baseboard, wall cadet [ J Peninsula Power [ ]Oil, wood [ ] Hydronics system then [ ]Gas or Wood Stove VENTILATION INDOOR AIR QUALITY (VIAQ) INFORMATION (check one Ventilation Option: [ ] A [ ] B ~, C [ ] D [ ] AAHX System Size: ~' cfm Intermittentl o eratin Y p g Continuous o eratin [] p g PRESCRIPTIVE REQUIREMENTS°°' FOR GROUP R OCCUPANCY CLIl1!IATE ZONE 1-ALL FUEL TYPES Opfion Glazineg Glazing U-factor Door 9 Ceiiin ~ Vaulted Wall g - 3 l~ Wall-, int. 4 Wall; ext., 4 Floor 5 Slab Area. U-value ceiling Above below below rade on 4. of floor g grade grade grade Vertical Overhead I. 12% 0.35 0;58 0:20 R-38 R-30 R-15 R-15 R-IO R-30 R-10 IL * 15% 0.40. 0.5$ 0':20 R-38 R=30 R-21 ` R-2`l R-10 R-30 R-10 III. Unlimited 0.40 0,58 0.20 R-38 R-30 R-21 R-2'1 R=10 R-30 Group R-3 R-10 0ccu~ancy Only ~ Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1 l . 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 compl with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may alculate compliance by Chapters 4 or 5 of the VV.S.E.C. 2. Requirement applies to all 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 exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturers specifications. 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 of R-5 insulation. 9. Doors, including al fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a matimum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with a U-factor of U~.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-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 thickness of 3.5 inches are exempt from this insulation requirement, itY ~oheols helm Commum X16 PO gox 90591 yelm, WA Croy Clerk ~ 1 Terminal ~ 394 ReCe ~ ua ReCe}pt' Man N~ ACOM~ NS NC , NMIIIG~IIO RIN `~~EST I SNApES , NO LAND . 1t~ ;56 ~M 9120~200~ Pr~Ce Qt Item 6420 ,00 CpF290o ors 9 ~ ~~ 1 MITIG~IIQN uMN NI~~ L E5 FOR AUT IG~,~ION FE MII 11 0,00 tai ~ 642 0 Subto 0 ~0 T ax ~ 6420 , 00 jotal 6420 ,00 Check 2111 0 ,00 amount Oue ' After re_ cordjn_ a ~c® Y Yelm Community Schac~ls District ~o. 2 P. O. Box 47b Yelm, WA ~~597 Ater: ~~~ 1Vi. Eirkland II~I'TI~AT~(}A1 A~ ~ +~I'F Reference ~1e: Autumn Hill, St.l$.~04-003b-YL, YeIrn,1~A, ~rflnt®r: 1. .Iohtt Lubbesmeyer Landshapes Northwest, Inc. 1 I Sl E.112~ Tacoma, WA 95445 ~raate~: l . Yelan Comtnuni#y 5ehaols District No. ~ Le5a0 Uescrfp~ion: A 30-17-2E S2 NE NW SE LESS RD Aster s Praptrty Tax P~ree1 Nu®ber/Accnnnt i~umbe~: ~24H 44 .~ .~ ? ~ fl n • THIS I~tIT1C~ATI0A1 AOREElViE1V'T (Agreemem ~ is made thts of ~. , 2005, between ~e YELM COMITY SCHOOLS DISTRICT F~O.2, Yclm, Washington ( e "District"~ and Landshapes lvorhtwest, Inc... (the "Developer"}. RECITALS ~-. The )3oveloper has submitted an application to 3'hurstod County for constracti®n ®f a 24 lot subdivision "Autumn Hall II" Yelm, Wash. C~ "project"). The P'raject is located on pra~rty that lip within District boundaries, snore partieeularly described on Exhibit A, attaebcd 1-eteta end incorpcyrated herein by refet~nce. B. The State Environmental Policy Act, Chapter 43.21 C RCS ("SEPA"~ provides pr~esse~ and procedures whereby ma~4r actmns by site and local agencies, including, bnt not limited to, plat or PUD approval or the issuance of building permits, may be r~eviewtd ~ detectnl,u the nature and extent of their impact on the environmcnk impacts on public services, i~luding schools, are environmental unnpacts far the purposes of SEPA. SEPA ncqu~res the nt~tigation of adverse environmental impa~. C. The District's student population and g4wth projections indicate that the Project waft have zn unpact on the Das~aci, when cu~nuletive Impacts of other proec~ are considered. D. i~CVV ~Z.~Z.~Z4 authorizes the District tin enter into a voluntary agreement with the Developer for payment to mitigate the impact of tht 1~evelope~s Project £. Pursuant to Resolution 1'+1o.1?-Ib-~3-05, it is the polic~of the District to reconlrnend chat the direct impact of development be voluntarily mitigated by the payttt~nt of fees and/or other rnitigatiori measures where approprl~e. F. The Developer has agreed to mitigate, an a voluntary; basis, the adverse impact of the Project on the District. AGREI~Ml~IV7' l`1~w9 THEREFORE, in ideration of the move recitals end the mutl pr~tn~ and covenants below, the District and the Developer agree as I°opiows: l . The Developer acknowledges and agrees that there is ~ direct impact on the District as a result of the D~veloper"s project and that this Agreenaeni is necessary ~ a r~esuit ®f that impact. 2. The Developer acknowledges and wets that in order tb mite~ate the direct i~npaet ®f the Project, the Developer has offered to pay the District the following aura of money; Two Thousand One Hundred Forty and no/ltla l~llars ~S214o.0o for each lot in the subdivision or the total sum of Fifer One Thousand Three Hundred Sixty and no,1100 Dollars ~$5 i,3bo.40~ the ~'Miiigation Fayroent"~ i`ar the ?4 1©t~ of the ~ subdivision. The- amount referenced by this paragra~pb is sub,~ect to change pursuant to 4 below. 3. Any extension, renewal, rnodificativn or arncndment ito the Project that results in an adjustment in the number of Tots shall result in a corresponding P~ fate adjustment in the Mitigation Payytnent. , 4. The Developer agrees that the payment of the full Miii~atian Payment din the mount of Two Thousand One Hundred Forty and nolio~ Dollars ~52,140.04)~ pqr dweilin~ unit or Fifty One Thousand Three Hundred 5ia~- and noel 00 Dollars ASS 1,3bo.04) for tl~e project, shall be a condition of bultding permit issuance far each single family dwelling in the project] If buildir~ p~;t issuance does not occur within Five 45) years from the date of this Agreement, the ardaunt dtte for mitigation, as sued in paragraph 2 above, shall be modified to the amount reflected in ~ the then most recent mni~tiori agreement to which the 1}istrict is a party. A copy of such agreetftent shall be made mvailable to Developer upon request. S. The Dpstr~ct agrees to record this Agreement after ii ltasr been exocuted by the parties. 6. The Developer acknowledges and 8gn~s that the Mitig~tian Payment is authorized to be used for capital improvements to the following facilities: Southw©rdi Elementary $e}toc~l,1~i11 Pond [nt~ediate School, Yelm Middle School, and/or Yelm High School aird/or any other facilities th8t may be affected by the Project and/or the purchase of portable facilities andle~r school bases. . ,7. , The Developer agrees that tht Dot has foe (S} yes from ~e payment date ~ spend the l~rtrgat'on Payment for the caprtal ~mprovGments or expenditures described io paragraph 6. In the event that the Mitigation Payment is not expended within those flue Years, the r»oneys 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 Mitigarion Payment is not expended within f ve years due to delay which is attributahie to the Developer, the payment shall be refunded without interest, ..g. , The Developer waives and relinquishes its right to protest or challenge the payment of the AR~t~gato®n Fayinent pursuant to this Agreement and hereby covenants and undertakes that it forever refrains and desists .from instituting, ass+eiting, fling or bringing any lawSt~it, lirigatio~n, claim, or challenge or proceeding to challenge this Agreement, claim any repayment or reimbursement of funds, perfarntance or ~mprovemenu prov,ded for therein, or any of its terms and conditions on any Quad or basis whatsoever. ~ 9. The District hereby waives any objection to the Project as presently proposed. Io. The Disuiet end the Developer agree that the Mitigation Payment will be full end complete mitigation for the iropect of the Projtct as presently propose mn the Aistrict. 1 1. This Agreement shall be binding upon end inure to thlc betrefit of the heirs, executers, administrators, successors, and assigns of both of the Developer and theil~istrict. i ~ ~ ~. tf an action must be brought to enf+~ree the terrnS Qf this Agt~eement, such a~tian shall be brought in Thurston County Superior Court. The prevailing party shall ~ erititied to patent of i~ costs and reasonable attorneys' fees. . 13. This Agreement constitutes the entire e~;reemcnt ~nu+reen the parties and any ether agreernenl either o~rritictt or oral shat! be nu11 and void. : E~tH~iT A ~ - ~ LEGAL DESCRIP'I'1GN ~~~~~ tieneral Locations ~ar~eil Ind., Yebn~A Stct9on ~~ Ta~+r~ship ~ 7N itan~e 2E Lend Area 5.9~ acres T~ Parcel Number:.... " .. ~ `~ I ~p~ C.~~ Des<7inttort; Subdivtstan Qf 5.44 acre~a intn kindle f~tnil~r h,talr~e~oa intr YEL~1 COI~~ITY SCH~L~ D~STRI~T I~ATEO: ~ ~ ~ ~~- ~ STATE OF ~'ASH~NGTCN ) ~~S ~'" .1 J O~~~e~ ^ B Alen Eurke ~' Its 5uperintenden~ COUNTY ~ T1fURSTQN ~ I cGttify that I ICnovv or have satisfaeiary evider~ that Alen Burke is ~~ person who appeared before tne, end said person acknov~iedged that he sigma this instru~tent, on oath stated that he ~~as authvrizcd to exocute the instrument and acknowled,~ed it as the Super~rttttndent of the Yelm Co~nunity Schools I~ist~ct Na. Z to be the free and voluntary act of such party for ate lases and purposes ~nontioncd in the instrument. GI~IEN undtr m hand and official seal this '~ ~' day of ..005 ~~~~~~v~~~~®1~B ~~ ~! ~ ~~~N~' +, a I,l ~n and far the eta ~ ~; ~t~ :~ ~'~ My Commission Expires ~~ -- .~ ~_ ~.~ :a: z ~ - f} ~- ~ . r . e~ ,A ~,a O. ti' ,, . 1 °~~ T~T~ ~~ ~~ Ly~~~t~•1,v~`e John Lubbesm~yer [g$ r I certify that ~ know or I~a~re satisfactory evidence that Johal Lubbtsnaty~r $s the person who appcared bcf~~ m~, ~d satid person acknQwled~ed that he signed this;insttunttnt, on s~t~ that he w~ authori~.cd t® exe~utt the ir~strum+~nt end ac~-o~rDed~ed etas the applicant for this 5ubdi~sion to be the fire and v®Dt,ntatyy aet of such for the uses and pr~rposts mc~atib~d in the instrument. Gnr~i~ under ~y ~~a Ana ~~~~~ s~Q ~hes s~~~~ay of ~ ~ ,~.,.~, ~0O5 .~ ~'~o~ ~'' ~,~~ Mo ~ to send for ~e ~t ®f ~r ~ . o ~y ~OInIn2S~~n ~ U'CS: ~ a' ~ ~~ ~ ~ d~~ ~. a~ ~° ~ ~ ~ ~„t • ®d ~- ® ~,; ~ 0 ~. ,. ~• ~ i r° ~~ ~~a '~ TOTAL P.05 ~.:~~. `~1~1~ ~~~1~~1 1~a~101~ 1~~~~~.~ i:?-~:S2-00~ (8197) ~- Del~ich And. Dis~~u ~~~ ':;'~1-rifi~~te € ~ .. .t ... LATERAL ANALYSIS AND STRUCTURAL ENGINEERING FOR: LUBBESMEYER CONSTRUCTION SITE: 10713 UMTANUM ST SE YELM, WA 98597 ORIGINAL STAMP MUST BE RED TO BE VALID ~:~- _.~~ < ~Y f ~: ~ p N ~ ~ i~. ~t'~ ~ A 'ry}gee ~q r~a .` °~ f ~-0 7' ~t a" 2 F i S+ S a. ~ *' { ti }~ . p z ~ y ~~n z r' h ~ ~ ~ ~. r ~y~ ~ x ~~ ~`LI R 4 d. f ' S ~' ~ `~ A ~ k;~ b'; SHEET ~~TE PLAN NUMBER: 4-28-2005 LUBBESMEYER 1504 PACIFIC NORTHWEST 9 ~ ~~ ~ ~ a ~ S ~ ~fi ~~ a~.~'~d~. ~~ ENGINEERING INC. a a K q ~ c 9 ~ ...~ 0 9 ~~~~,k~~ ~~ a 4928109th St. SW, Suitt 8; Lakcwood, WA. 98499 ~ h ~ ~ ~ ' ~ ~ Phone /fox (253) 589-3265 ~ ~ ~ ~ ~~ ; coNSU~nNc ENGINEERS I PACIFIC NORTHWEST ENGINEERING INC. 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 orfootings, beam size changes, siding changes etc. Scope of Engineering: Engineering analyses and design to resist lateral and gravity Toads 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 LIVE LOADS fpsfl U.N.O. 2003 International Building Code D2 1.30 0.48 6.5 D 85 mph Exposure B -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 (psfl U.N.O. -Roof with Composition Asphalt 15 -Floor 10 SNOW LOADS (psf) U.N.O. -Snow 25 SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 12" PACIFI C NORTHWEST ENGINEERING INC. 4928109 ST SW; SUITE 8 LAKEWOOD, WA. 98499-3733 WoodWorksO 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 l ---~----~----}-----~---~-~---~-------}-----}----~---4-8' 3~r 3~ 2~r 28' 4-5' 49' -~ -8' ~1-9' 1-r A-~ ~~ ~~ ~ b~ ~ ~~ 2p. 2~~ 3p~ 3~~ 4p. WoodWorksO Shearwalls SOFTWARE FOR WOOD DESIGN Woodworks®Shearwalls 2004 LUBBESMEYER SHEAR.wsr Project Information COMPANY AND PROJECT INFORMATION Com an Project Pacific Northwest Engineering Inc. LUBBESMEYER 1504 4928 109th St SW Lakewood WA 98499 (253) 589-3265 DESIGN SETTINGS Aug. 2, 200514:52:01 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: 0.4808 Ss:1.300g - - - Fundamental Period E-W N-S Site Location: - T Used 0.111s 0.111s - Approximate Ta 0.111s 0.111s - Maximum T 0.133s 0.133s Response Factor R 6.50 6.50 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 Structural Data STORY INFORMATION Story FloorlCeiling Wall Elev ft De th in Hei ht ft Ceiling 12.67 10.0 Level1 2.83 10.0 9.00 Foundation 2.00 RI nf'.K and RC~(]F INFnRM~TION Block Dimensions ft Face T e Roof Panels Slo Overhan ft Block 1 1 Story E-W Ridge Location X,Y = 0.00 0.00 North side 30.0 1.00 Extent X,Y = 40.50 39.00 South Side 30.0 1.00 Ridge Y Location, Offset 19.5 0 O . o o East Gable 9 0.0 1.0 0 Rid a Elevation, Hei ht 23.92 11.26 West Gable 90.0 1.00 BIOCk 1 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 2 9.7 5 0.0 o East side 3 0.0 1.0 0 Rid a Elevation, Hei ht 18.87 6.21 West Side 30.0 1.00 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners Spcg [in] Framing Members [in] Apply Gr Surf Material Thick Orient Size T e Ed Fld Blk S ecies G S c 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 1b/32"sheathing with same nailing because stud spacing is 16"max. or panel orientation is horizontal. WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 SHEARLINE. WALL and OPENING DIMENSIONS North-South Type Wall Location Extent [ft] Length FHS Height Shearlines Grou s X ft Start End ft ft ft 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 Grou s Y ft Start End ft ft ft 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 6 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 WoodWorkSO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 WIND SHEAR LOADS Loads Level 1 Block F Element Load Wnd Case Dir Surf Dir Prof Location [ft] Start End Magnitude [Ibs,plf,psf] Start Trib Ht End ft 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 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 WIND C&C LOADS Block Building Face Level Magnitude [pst] 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 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 BUILDING MASSES Level 1 Force Dir Building Element Block Shear Line Profile Location [ft] Start End Magnitude Trib [Ibs,plf,psf] Width 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 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 SEISMIC LOADS Level 1 Force Dir Profile Location [ft] Start End Mag [Ibs,plf,pst] 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) load ;.The program will apply a load factor of 0.70 and reliability/redundancy factor to seismic loads before distributing them to the shearlines. 8 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force [plfi] Allowable Shear [plf] Crit. Shearlines G Dir Ld. Case V Ibs V1L VIFHS Int Ext Co C Total V Ibs Res . Line 1 Level 1 Lnl, 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, Levl 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 [plf] Allowable Shea r [plfJ Crit. Shearlines G Dir Ld. Case V Ibs VIL VIFHS Int Ext Co C Total V Ibs Res . Line A Level 1 LnA, Lev1 1 Both 1072 49.9 357.5 495 1.00 S 495 1484 0.72 Line B LnB, Levl 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; 5- Strongest on~y; x- Strongest or twice weaKesr. WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 ~RAGSTRUT AND HOLDDOWN FORCES Level 1 Line• Wall Position on Wall Or 0 enin Location [ft] X Y Ld. Case Holddown Force [Ibs] Shear Dead U lift Cmb'd Dragstrut Force Ibs 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 contribufion to combined force is tactored by 7. vv goad compmarion tacroi 10 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 Wind Suction Design (:nMPnNFNTS oNn Ci onniNG by sHEAR~INE North-South Sheathing [psf] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Forcel Force Cap ForcelCap Factors Line Lev Gr Ca End Int End Int Tem 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 [psfi] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Forcel Force Cap ForcelCap Factors Line Lev Gr Ca End Int End Int Tem 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, 200514:52:01 Flexible Diaphragm Seismic Design SEISMIC INFORMATION --------- -- -- - - ----- -- - - - - Building Area Story Shear [Ibs] Shear Ratio Rmax Reliability Factor p Mass Ibs s .ft E-W N-S E-W N-S E-W N-S Level1 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 D; Sds = 0.87; Ev = 0. ~ 7 u CWFAR RF4111 TS North-South W For H1W Fact. Shear Force [plf] Allowable Shear [plt] Crit. Shearlines G Dir Int Ext V Ibs VIL V1FHS Int Ext Co C Total V Ibs Res . Line 1 Level 1 Ln1, Lev1 2 Both 1.0 1.0 1052 27.0 30.1 242 1.00 S 242 8463 0.12 Line 3 Ln3, Lev1 2 Both 1.0 1.0 1840 30.4 85.6 242 1.00 S 242 5199 0.35 Line 4 Ln4, Levl 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 H1W Fact. Shear Force [plt] Allowable Shear [plf] Crit. Shearlines G Dir Int Ext V Ibs VIL VIFHS Int Ext Co C Total V Ibs Res . Line A Level 1 LnA, Lev1 1 Both 1.0 .67 657 30.6 219.1 236 1.00 S 236 707 0.93 Line B LnB, Levl 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, Lev1 2 Both 1.0 1.0 1835 45.3 114.7 242 1.00 S 242 3869 0.47 C- Sheathing Combination: A-Add capacities; S- Strongest on~y; x- Strongest or twice weaKesr. 12 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or 0 enin Location [ft] X Y Holddown Force [Ibs] Shear Dead U lift Cmb'd Dragstrut Force Ibs 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-1 Left Wall End 19.00 -21.50 1972 1972 A-1 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-1 Left Wall End 0.00 39.00 1032 1032 C-1 Left Opening 1 4.50 39.00 1032 1032 312 C-1 Right Opening 4 24.00 39.00 1032 1032 571 C-1 Left Opening 5 30.00 39.00 1032 1032 155 C-1 Right Opening 5 35.00 39.00 1032 1032 382 C-1 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 torce 13 WoodWorksO Shearwalls LUBBESMEYER SHEAR.wsr Aug. 2, 200514:52:01 14 COMPANY PROJECT Pacific Northwest Engineering Lubbesmeyer WoodWorks~ (253) 589-3265 #1504 su~rWaxF~a,,.~,U~„uw Aug. 2, 200514.49.36 F1 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Load1 Dead Full UDL 120.0 No Load2 Live Full UDL 480.0 No Load3 Dead Full UDL 90.0 No 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 y Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 72 Fv' = 180 fv/Fv' = 0.40 Bending(+) fb = 755 Fb' = 1080 fb/Fb' = 0.70 Live Defl'n 0.04 = <L/999 0.20 = L/360 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 lbs-ft Shear LC# 2 = D+L, V = 2093, V design = 1555 lbs Deflection: LC# 2 = D+L EI= 369.34e06 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. ~. COMPANY PROJECT Pacific Northwest Engineering Lubbesmeyer ~~~~~ A /0~,(,S® (253) 589-3265 #1504 su~rwaxxroiea»xwo~sw~~ Aug. 2, 200514:50:08 HD Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft~ Pattern Start End Start End Load? Load1 Dead Full UDL 285.0 No Load2 Snow Full UDL 475.0 No MAXIMUM RED 'IONS (Ibs) and BEARING LENGTHS (in) .~:: . ... . ;. _ .: 0' 6' Dead 873 873 Live 1425 1425 Total 2298 2298 B i ng: ear LC number 2 2 Len th 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 Anal sis Value Desi n Value Anal sis/Desi n 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 lbs-ft Shear : LC# 2 = D+S, V = 2298, Vdesign = 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. COMPANY PROJECT Pacific Northwest Engineering Lubbesmeyer ~ (253) 589-3265 #1504 WoodlNorks Au .2 200514:50:17 R1 cuFrwarrr w,s cw.u~a v~r~r,u g ~ Design Check Calculation Sheet Sizer 2004 LOADS: ~ ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 45.0 No Load2 Snow Full UDL 80.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 0~ 16' Dead 435 435 Live 640 640 Total 1075 1075 Bearing: LC number 2 2 Len th 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 Anal sis/Desi n Shear fv = 36 Fv' = 207 fv/Fv' = 0.17 Bending(+) fb = 699 Fb' = 1138 fb/Fb' = 0.61 Live Defl'n 0.18 = <L/999 0.53 = L/360 0.33 Total Defl'n 0.36 = L/535 0.80 = L/240 0.45 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. COMPANY PROJECT Pacific Northwest Engineering Lubbesmeyer ~ (253) 589-3265 #1504 Woodworks Au . 2, 200514:50:28 R2 sufrwaaxwx wocxs v~su.,, g Design Check Calculation Sheet Sizer 2004 i none ( lbs. psf, or plf 1 Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Load1 Dead Full UDL 225.0 No Load2 Snow Full UDL 375.0 No MAXIMUM REA ~CTI I AR N N TH in 0' 4 Dead 462 462 Live 750 750 Total 1212 1212 Bearing: 2 LC number 2 1 0 Len th 1.0 . Lumber-soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in Toads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SFCTInN vs_ DESIGN CODE Nos-2001: (stress=osi. and in Criterion Anal sis Value Desi n Value Anal sis/Desi n 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/360 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 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.