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BLD-05-0392
~ ~ Z7 ~ W ~ 0~ W _. ~ ~ ~ a ~ ~ Q ~ Q n N LU ~~ ~ ~ ~ ~ ~° N ~ ~ ~? ~ a Z ~ D n ~ i n a n O n ~ Q ~ ~ N ~ N ~' - r. O (p ~- .•.' Z to N 7 ~ ~ 3 I I m cn ~~ v+ ~~ ~~ D~ n~ ,., ^~ c ~N~ N~ ~o~~ -~ ~. o ~ fl. ~ ~. N ^" 7 ~~~ Q~~ ~~~ ~~~ ~_ N~ ~ (~j ~ f~D C ~ ~ C ~ ~ ~W _. °-' ~_ ~• a ~ m ~ m ~ ~ ~. ~ nm ~ o .~a~. m o~ C7 0 °A ~ a ~_ ~ v C7 N °' v a~i .. ~_ m v m v Z c Q m -, ~' ~., ~ ~ -~ v -c m ~ ~_ ~ ~ ~ r ~ m ~ i ~ o0 ~ v_ ""~ Z m ~ O m '~ n ~ C ""~ n m Z Z n ~ FROM :YELM SEWER DEPT. ~ FRX N0. :360-458-8166 ~' ~. 10 2006 02:47PM P1 4~ TNT A~ ~ ~~ ~.A.X T~ANSNIISSION a +~ ,~E CITY OF YELM "' P.O. ~3OX 479 - 93I NP'ROAD NE YELM, WA 9$597 `~ 36o~4s$-$4 ~ ~ FAX 360-458-81 b6 i~~ O: L-r42 c i N~/v FAX#: DATE: ~-1~.~ a ~ PAGES: ~ , including this Cover sheet From: ~~N~ Subject: )-~accsc~ ~' ~~fFlc.1 ~ u TU m~ ~-I ~ c,C, ~~ /~ COMMENTS: ~~ ~ ~ 1( ~ ~ 71 ~ ~ yy, i ~~vu ran ~ i . -~, ~= 1 ~~'~~7 l5- ©C~ * * If you do not receive all copies or any copy is not legible, please call (3G0) 458-84 ~ 1 as soon as possible. ~~1~ ~ l/ ~U c~J ~it;~l v`fE l2 ~o f ~~, lives ~ ~~" ~ ~ ~~i.r/ t ~~ ~oa~ CITY OF YELI~~ INSPECTION LOG ~. PROJECT z Lo ~ Z--- PER.'~91T'~U~9IIER ~ ~ '' ~ ~ C7 ADDRESS ~ ~~~ ~ `~' SET Fi.-~CtiS Date: FOOTING \~'ALL Front ~~ ~ 12'' ~ 6'' Rear_ ~i1,~ ~ 16'' D g•, Side Flard:ine -? ~ other 0 other Side ~ required ~~ents FOOTIIC REB.aR Date: \~'.aLL REB.aR Date: rnmmertc CO~1B1\ED FRa'~tE/ E\TER10R SHE.aR \1'.aLL (\SPECTIO\ Hold do~~ns ~ Shear:~'ailine Frarle ~ Gas'Pmpane~ ~ Plurll,ine ~ '~9echanical ~ `"" Comments 11St~L.aT1O\' YG~ ~ Electric ~ Other ~? oam and Seal ~' Vapor >^arrier ~'.~ Comments t} ~ S 11 E E T R O C K,' S H E.a R \~'.a L L\ ,.~ I L ShR.~ ~~ -vz..z.~,0 ~: 27 _ o c~ i Comments OTHER Comments F11'.~L +~ Se~~ er Final ectrical J Cis it Final ~ Landscape Final ~ C cf 0 ?~.ad~iress `~ Insulation ~ Site Drainace Side~~alk Comments `,r/,Cf~~' ~~~/.6 ~~ ~pF TeE,,q~ City of Yelm '~` ~ 9~~ Community Development Department 4 M Building Division ~?~>-. ~ , -S~j~ Phone: (360) 458-8407 YELM Fax: (360) 458-3144 Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street City: Tacoma Property Information: Site Address: 10709 Umtanum St. SE Assessor Parcel No. 32660001200 Contractor Information:.... Name: Landshapes NW Address: 1151 East 112th Street Contractor License No: LANDSN1965MT Project Information: Project: Autumn Hill, phase II Description of Work: 1320 sf SFR, Lot 12 Sq. Ft. per floor: (1st) 1320 (2nd) 0 Heat Type (Electric, Gas, Other): GAS Fees: Subdivision: Autumn Hill, phase II Contact: Lubbesmeyer, John City: Tacoma Expires: 08/13106225 (3rd) 0 Garage 430 Phone: 253.537.6370 State: WA Zip 98445 Lot: 12 Phone: 253-537-6370 State: WA Zip: 98445 Business License: 1673.0 Basement 0 Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc --------------------------- Building Permit 100-500k ----------- 1,139.35 --------- 993.75 ----------- 145.60 ---------- 5.6000 ----------- 26.0000 ------------- $1,000 Building Plan Review 740.57 0.00 0.00 0.0000 0.0000 Mechanical Permit 71.75 0.00 0.00 0.0000 0.0000 Plumbing Permit 90.00 20.00 70.00 7.0000 10.0000 Fixture Sewer ERU 5,417.00 0.00 5,417.00 5,417.0000 1.0000 ERU Sewer Inspection 145.00 0.00 145.00 145.0000 1.0000 ERU Water ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU Water Meter (SFD) 300.00 300.00 0.00 0.0000 0.0000 Water Deposit 40.00 40.00 0.00 0.0000 0.0000 Traffic Facilities Charge 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip Sewer Deposit 50.00 50.00 0.00 0.0000 0.0000 State Building Fee 4.50 4.50 0.00 0.0000 0.0000 Fire District Impact Fee 378.00 0.00 378.00 0.2160 1,750.0000 square foot TOTAL FEES: $10,633.67 Applicants 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 restrictions of record. If applying as a contractor, I futher certify that I am currently registered in t to of shing~`on. ~ ,. ./ , A /~ , ~ -, a Signature /~~' ~ ,,~ . `i.-' j i„~~ ~ Date ~~~ ~~ Firm Permit No: BLD-05-0392-YL Issue Date: 11/18/2005 (Work must be started within 180 days) Receipt No: 39295 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date:. By: CITY OF ~ ~f 7Hf Pq a .~~. ,~ ~ YELM PO. Box 479 RECEIPT No 3 9 2 9`3 Yelm, WA 98597 . 360-458-8403 RECEIVED iS $'L T•-1} t.11r'TCT~r r. \t`}•1 JT'1.7T T. r~r. -i.}..+ f~(;~T TTIh ~ /~f~. IY ui\~ tL~~ Tt1i.~vti~h,.L~ .'~1,`:.~ I.l:~_rL~r~.Ll, t1JL: ~ _~._r.n._ ~ J RECEIVED FROM DATE REC. NO. AMOUNT REF. NO; -~OoZ i . P a jj ~, rt rr, }}~~ .ti ,'1 i.~ ,~ L. '~ 1 C L:%i ' 4 ~~iiF%G `I~RY A.'~'~ f-~ ~ ~.. P...=r. :IT~r m~:.._I .: -, r. ~,- ~ `~r_~ s> E'1EEF'~;3 -:F-~". ~rC%,F~F:___! .~i' ': al L - 'J V , i i i V ~. 'Y :' , 1~ I'1 r / J ~ ~!, , „_ ~ t , ~.J L_; 'S FT~p~ o CITY OF ~ YELM P.O. Box 479 Yelm, WA 98597 y 360-458-8403 RECEIPT No. 3 ~ 2 9 4 RECEIVED y r :k .. nt rTTTU }7 m (~. ern t!rT3'^..P:~ ^, tT+'7 n-rr•+ t1 T 7 r^ ~ Q.7 (.. •r-,. RECEIVED FROM DATE REC. NO. AMOUNT ~ANDSH~F,S NE I:v'C 2i,~:,~i@5 39?94 , ~~} . ~~ ::'r'n:`~~: ~ACC'!'i!~ i~YK ~Ci `~4~ iV7~G:1 it7:S it EL>-~;F-C?9~-'YL /1 1.. 1.! REF. NO ~~~?~ `* -~:L ~.i:: :_i1: '..~_T_;_jv tiii.s~.~,~ r+ nr -!r r T -~n-~^- -"n •-y ~, - 1 1 : L 1 , , .. a a - i ! J , . .. ' j , 1.J ..i / 1_' J~ ~ ~~ , ~ r i r -a '_ • ~ 3 , - ~ .., _ _ . ._ o ~FT"fP~ CITY OF ~ YELM P.O. Box 479 Yelm, WA 98597 360-458-8403 RECEIVED ~ ~ f m nn r^V r., .. C ,~ ~. ,., .}..~ ~... r, r m ;~ + r,, m -- m-~ !~77 ~ !!~~ 7n~ 7~ ~~ - 'i r ~ m ` 1L'i; 1L1V Uuf'1 .IU e].i La HIJ lY j.1 n. :.~L1 It 1t.t 1. tit l`..•.~i: iJ~i.~i. C, i\ ~Y r +ru fl RECEIVED FROM DATE REC. NO. AMOUNT LR~~~GIi~^ES r3T;3 Ir~C 1151 E 1 I <TH ~': 'FT,^0ir"a. TEA ~g~~5 r. / 1 /~ ^ I ! 1~ i / 1~L~J J c'tlAG~ ~A??SI I (U, GJJ ~J ~ ~. tILCFt RECEIPT No. 3 9 2 9 5" f REF. NO ~~ PE?7 I?dG ^. r. } ! T T! t ~ r, r ^. ~" ~ . t ~ ~ r P : - ~ - i f Q ~, .. t .-. "} i • C .1 ~ . j + t t n . ~ .. .... 1 , a 1 ~ ~ 1 1 _ _ ~ , .... . av z _ ~ , .. i L , . / - ., , _ _: ~: t i '~ , ....~ i t .;:.~ r. 1: J z .i , ....~ i ~ 1'..... i 1 ~ , i ! 1 ._ . , 'v ..~ _ i ~_d ~..W ,.~. .,.~~"` ,,, ~, r'_ ~- (~~ ......r_. ~~-- ~~~ u ~ L~ ~ 0~~-PI`j a W~~~~4'V~~~`T, ~ fit. . X151 ~ 1i2~ ~T ~c ~ ~~-, ~ q~~~ 2~a3--5~~- ~~.® ~~9 \~~ L~ , ~~ ~~~~~c~1 ~.0~ -~ ~~ N U I't h W C S t Inc .1151 East 112th Street -Tacoma, WA 98445 Office: 253 537-6370 - Fax: 253 537-9163 To Whom It May concern: Infiltration as designed on the engineered plat shall be located in the rear yard of each lot. 1 Lubbesmeyer President lX149 u+!rtkunun~ ~ ~ ~}-~ ~2 ~e~~ Ca.~~ulc~-nom ~ _ ~2~ ~n~ln~~~ ~i~e s . 'liti~at~ ~1 ~l(S~i~('r~ LlCen~e. G-~y a Cease, 0~.~~c ~~ CITY OF YEI~~A •~,~~ 4 €YESidlg~iVTiAE ~t.JIiL~3lNG PER6YItT APPL[CATf®f~ FOR ProjectAddress: ~~~ ~~ "1 ~.Y)(3 L.~ Parcel #:~•Z ~ 6 ~"~' .~. Subdivision:~~~-Y~~.~..,~ Lot #:~ Zoning; ,®,° New Construction ^ Re-Model / Re-Roof /Addition ^ Home Occupation Sign i ^ Plumbing ^ Mechanical ^ Mobile /Manufactured Home Placement ^ Other ' ~~ ~~ Project Description/Scope of Work: `'-'~~,'~~,~lt, ~ ~~ t ~~ I~ Project Value: l.~a~ Building Area (sq. ft) 1gt Floor r:J L~-~ 2"d Floor Garage 1 Deck~_ Basement Carport Patio # Bedrooms # Bathrooms ~ Heating: AS THER or ~ELgE~gCTRIC (circle One} Are there any environmentally sensitive areas located on the parcel? 1~Y ~.1 If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER:NAME: ADDRESS ~ ~t:.~M ~ ~ ("~ ~~1 `~=~'"~ EMAIL CITY l~i:;"!y"~'tf-~ STATES\ ~ ZIP ~~ ~- ~~ TELEPHONE g~.a~ ~~~ 1~~_f=~~~ l ~.. ARCHITECTlENGINEEf~ ° ' =;` i ~i'•~ `:~1~1Z i i{ i~'=~ LICENSE # ADDRESS ~'~'~? ~`~~ E~:°~` EMAIL CITY p t~C':~`aY11~ STATE_ZIP ~£ t- ', TELEPHONE ~5~,/~-a' ~~ ~`~;~~`~.. GENERAL CONTRACTOR 6 ~ ~~ 6 - ,b"r TELEPHONE ~ '- ~ ~"~~ -- ~ >'~"~'s" ADDRESS ~) '~-') EMAIL CITY~~~-~i'1'B ~' STATE 1 '" ZIP r--jr, ~-!~~ FAX ~`7:.~> '~ ~j - -~ ~ ~~ ~~ CONTRACTOR'S LICENSE # ~~~>~ .~ ~~ita~i`I~EXP DATEC~SE # PLUMBING CONTRACTOR •~•~~S r '' ~ ` ~. ' fl ' ELEPHONE` ~3- '~~"~ w~9"~~ ADDRESS~.~ ~'a'~.)~ `~-~~~ MAIL CITYas;,fi~;i~~-(~ji~"t STATEZiPCj~3j~~=r'b FAX CONTRACTOR'S LICENSE # i'IZOI-~~JSza 3G1 EXP DATE CITY LICENSE # MECHANICI?,L CONTRACTOR 8~ i'~~~ ~C:.~l'-C iF~iC~6 TELEPHONE ~' 3 ~ m ~ ~"t ADDRESS ~.'4.~ ~ ~3'~~' ~ a_ t. EMAIL CITY"',~1~4~6~`ytif't~ STATE - ZiP~~=~FAX'~yi;~~"i-'~~~0~~ CONTR CTOR'S LICENSE #`~ ~ + (~ ,S ~" ~:~.. EXP DATE_CfTY LICENSE # r.,.,,, ..¢ .,~:+:n~f:~~ ~ ..~ ,.,:tt, v„a.~., rte,.... ..:a, c,.ti,.,.o.. :c ,.....~:..~~.i.. .... r.y ... .... _. ~..... _... ... y. _,..... ..... .. .... ......~ ..,,......... ...y ...,, ....,. , . ~.. t+~..na.uv~c.. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yeim. Applicant's Signature ®ate Owner /Contractor 1 Owner's Agent /Contractor's Agent (Please circle one.) All permits are non-transferable and Will expire if work authorised by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 18® days 105 Yelm Auen~ce Weat (360) 458-3835 PO Bos 479 (360) 458-3144 F'AX Yelm, W,4 98597 www.ci.yelm.wa.rea 4~~SCe Coy ~ PT .F. PIERCE ~®UNTY DEVEL®PIVIENT CENTER ~~t t2 l0`10~1 un~~narr~ 2Ur~2 VVA. STATE El\TERC'JY ®DE IN~® T~®N ~~y-~~~~~~ ~'~.;:~~~ Application No. Date: a c>ti'. rnlvrp>1,F.TF, THF, F(~LLnWiNG: Glazing area calculation: ~~~~ sf - ~~ sf = ~~ % Heat system sizing calculation: '~~ ~~ 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 detelmuie your compliance path. Divide the system output by the equipment efficiency rating to determine the total Btu in ut allowed. JOB TYPE: OCCUPANCY: COMPLIANCE PATH: HEAT SYSTEM SIZE: tew ,Single Family Presc 1 tive Cll. 6 (circle one) ~ Btu input '~~ ,.~~1~ [ ]Remodel [ ]Multi-family I ~ II III Efficiency ratin/° [ ]Addition [ ]Component Performance Ch. 5 [ ]WATTS [ ]System analysis Ch. 4 HSPF rating FUEL, TYPE: HEAT TYPE: ELEC. UTILITY PROVIDER: [ ]Electric "[~ Forced Air Furnace [ ]Tacoma City Light ~]' Nat. Gas [ ]Heat Pump [ ]Puget Sound Energy [ ]Propane [ ]Radiant Heat System (baseboard, wall cadet [ ]Peninsula Power [ ]Oil, wood [ ] Hydronics system ,~ther [ ]Gas or Wood Stove VENTILATION INDOOR AIR QUALITY (VIAQ) INFORMATION (check one) Ventilation Option: [ ] A [ ] B ~,C [ ) D [ ] AAHX System Size: cfm [~ Intermittently operating [ ]Continuous operating PRESCRIPTIVE REQUIREMENTS°•' FOR GROUP R OCCUPANCY CLIMATE ZONE I-ALL FUEL TYPES Option Glitzing Area Crlazitlg'U-factor Door 9 v U l Ceiling ~ Vaulted d 3 V~~all ~~ Wall in[ ~ V/all e~~t a Floor 5 Slab a o /o°f'floor - a ue m C.e g Above glade below rade below grad`e' on g grade Uerti¢aI Overhead `. I: 12% 0.35 0;5"8> 0.20 R=38 R-30 R-IS' R-16 R--1-0' R-30 R-10 n. * IS% 0.40: 0;58 0:20 R=38 R=30 R=2'1 R-21 R-1Q R-30 R-10 III. Unt(niited 04D 0:58 020 R-38 R-30 R-23 R-21 R-PO R-30 R=10 Group R-3 Occupancy Only * Refere nce Case - 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601. l 1. 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 requuetnents of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of the W.S.E. C. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable to only to single rafter orjoist 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 specitcations. 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 franung 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 maximum 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 tnnber walls with a minimum average log thickness oF3.5 inches are exempt from this insulation requirement. Yelm Community Schools PO Box 476 Yelm, WA 98597 Clerk: Croy Terminal: 1 Receipt: 10976 Manual Receipt: NTACOMA NMITIGATIONS LANDSHAPES, NORTH WEST INC. 11/18/2005 9:57 AM Qty Item Price 1 CPF2900 6420.00 AUTUMN HILLTPHASE02 - LOTS 12,13, AND 14 Subtotal; 6420.00 Tax: 0.00 Total: 6420.00 Check 6420.00 3023 Amount Due; 0.00 After recording return to: Yelm Community Schools District No. 2 P. O. Bax 476 Yelm, WA 98597 Attn: Erling M. $irkland MTTIGATIUN AGREEMENT Reference N®: Autumn Hill, SLJB-04-0d3~-YL., Yelm, WA Grantor: 1. John Lubbesmeyer Landshapes Northwest, Inc. 1151 E. 112'x, Tacorns, WA 98445 Grantees 1. Yelm Community Schools District No. ~! Legal Description: A 30-17-2E S2 NE NW SE LESS RD . 1 Assessor's Property Tax Parcel Number/Account l~umbet : h~73$~?'9100 ~ ~ ~ ~ ~' ~ 3 CI 7 `~ Cy THIS MITIGATION AGREEMENT {"Ageemetn") is made this of ~~. , 2005, between the YELM COMMUNITY SCHOdLS DISTRICT NO. 2, Yelm, Washington { e "District") and Landshapes Norhtwest, Inc.. (the "Developer"). RECPfALS A. The Developer has submitted an application to Thurston County for the construction of a 24 lot subdivision "Autumn Hill II" Yelm, Wash. (the "Project"). The Project is located on property that lies within District boundaries, more particularly described on Exhibit A, aitacbed 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 stata 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, including schools, are environmental impacts for the purposes of SEPA. SEPA requires the mitigation of adverse environmental impacts. C. The District's student population and govrth projections indicate that the Project wilt have an impact on the District, when cumulative impacts of other projecL~ are considered. D. RCW 82.02.020 authorizes the District to erner into a voluntary ageement with the Developer for payment to mitigate the impact of the Develope>"s Project.. E. Pursuant to Resolution No. 12-16-93-05, it is the poliey~ of the District to recotntttend that the direct impact of development be voluntarily mitigated by the payment of fees and/or other mitigation measures where appropriate. F. The Developer has agreed to mitigate, on a voluntary, basis, the adverse impact of the Project on the District. AGREEMENT NQW, THEREFORE, in consideration of the above recitaf5 and the mutual promises and covenants below, the District and the Developer agree as follows: 1. The Developer acknowledges and agrees that there is a direct impact on the District as a resuh of the Developer's Project and that this Agreenrerti is necessary as! a result of that impact. 2. The Developer acknowledges and a~ees that in order to mitigate the direct impact of the Project, the Developer has offered to pay the District the following sutra of money: Two Thousand One Hundred Forty and no/100 Dollars (52140.00 for each lot in the subdivision or the total sum of Fifty One Thousand Three Hundred Sixty and nd100 Dollars (551,360.Q0) (the hMtdgation Payment'? for the 24 tots 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 Ito the Project that results in an adjustment in the number of tots shall result in a corresponding pro tats adjustment in the Mitigation Payment. 4. The Developer agrees that the payment of the full Mitigation Payment (in the amount of Two Thousand One Hundr~ Forty and no/100 Dollars (52,140.00) per dwelling unit or Fifty One Thousand Three Hundred Sixty and no/100 Dollars 051,364.00) for the project, shall be a condition of building Permit issuance for each single family dwelling in the project] if building permit issuance does not occur within Five (5) years from the date of this Agreement, the atriount due for mitigation, as stated in paragraph 2 above, shall be modified to the amount reflected in ~ the then most recent mitigation agreement to which the DisU'ict is a party. A copy of such agr~eetitent shall be made available to Developer upon request. 5. The District agrees to record this Agreement after it bast been executed by the parties. 6. The Developer acknowledges and agrees that the Miti~tiott Payment is authorized to be used for capita! improvements to the following facilities: Southworth Elementary School, Mill Pond Intermediate School, Yelm Middle School, and/or Yelm High School sirdlor any other facilities that may be affected by the Project andJor the purchase of portable facilities and/or school buses. 7. The Developer agrees that the District has fve (5) yearns from the payment date to spend the Mitigatioa Payment for the capital improvements or expenditures (described in paragraph 6. U 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 sha[1 be refunded without interest. 8. The Developer waives and relinquishes its right to protest or challenge the payment of the Mitigation Payment pursuant to this Agreement and hereby covenants and undertakes that it forever refrains and desis[s from instituting, assorting, filing or bringing any lawsuit, ]itigation, 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 Disuict 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 mn the District. 1 1. This Agreement shall be binding upon and inure to thle benefit of the heirs, executors, administrator, successors, and assigns of both of dte Developer and theiDistrict. 12. If an action must be brought to enforce the terns of this Agreement, such action sha21 be brought in Thurston County Superior Court. The prevailing party shall 6e entitled to payment of its costs and reasonable attorneys fees. 13. This Agreement constitutes the entire agreement bettween the parties and any other agreement either written or oral shall be null and void. E)(I-(TWIT A - LEGAL DESCRIPTION !0831 Location~A9~5- Vancil Rd.. Yehn, WA Section 30 Township 17N Range 2E Land Area 5.94 acres Tax Parcel Number: ??~94'8.1.88~ ~.-l ~ t 3p'j t~0 ~ ' Description: Subdivision of 5.94 acres int in le famil buildin lots .. ~' . YELM COMMUNITY SCHOOLS DISTRICT N . 2 /fi. By: Alan Burke ` Its Superintendent STATE OF WASHINGTON } )SS COUNTY OF THURSTON ) I certify that I know or have satisfactory evidence that Alan Burke is the person who appeared before tne, and said person acknowledged that he signed this insttvrttent, on oath stated that he uas authorized to execute the instrument and acknowledged it as the Superintendent of the Yehn Community Schools Distriu No. 2 to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. . ~ I GNEN under my hand and official seal thi f~`'day of 2005 i~~S~~~AG ''+,, O m and for the State of Q`'..-'''~"X~p'~F9 '~., ington, residing at ,Z~°r ~ ~~ ~P : _ ~':, My Commission Expires .~-~/~=~- gds `~~ ~v~ =~ ,g, -tu p~ o: ~ ~=~ i•.e 8.~g: ~~`~. ~yi BTgTE'OF DATED: S ~~ STATE OF WASHINGTON ) )SS COUNTY QF THURSTON } John Lubbesm!'yer [ts I certify that I know or have satisfactory evidence that Johnl Lubbtsmeyer is the person who appeared before me, and said person acknowledged that he signed this;instrument, on oath stated that he was authorized to executc the instrument and acknowledged it as the applicarrt for this subdivision to bt the free and voluntary act of such party for the uses a~ purposes memibncd in the instrument GNEN under my hand and official seal this ~~4day of ~ ~ ~, 2005 - .__ . ~~...;i;.._... .. A, STEJy~'''w~~ N m and far the State of F -~N ~ .4` '~,~ ngum, residing at zg~ t~~ ~`% My Commission Expires: le-? g-D~? a coo .r s 2 S ~,C' o i ~ $'~ ~o a: ~_ ~i*~ ~`y o~.~~- TOTAL P.05 __. __ _._ _. _ __1 _ _..____~ L I REGISTERED AS PROVIDED BY LAW AS ~~~~~~~ _I~~®~~ CONST CONT GENERAL. REGI ST . # EXP . DATE f~I~~.~ ~~~~I CCO1 LANDSNI965MT 08./13/2006 ~~~I'~~~~~~a~i~~ EFFECTIVE. DATE 08/13/2004 ~~~~ ~~~®I,~ LANDSHAPES`: NORTHWEST; zNC ~ ~~A~~III ~~ 1151 EAST 112TH STREET ~g~~~~~~ TACOMA. WA: 9$.445 Signaeure Issued by DEPARTMENT OP LABOR AND INDUSTRIES J ~b25-GS'L-OCO (S/97) ---- Detach And Display CLr*ificate -z i JUSTUS FISHER 2706 North 31st Street Tacoma, Washington 98407-6405 (253) 752-6005 STRUCTURAL CALCULATIONS for Lubbesmeyer Plan 1320 Lot 12 10709 Umtanum Street SE Yelm, Washington 98597 Project #2689 ©2005 Justus Fisher Codes: 2003 International Building Code 1997 National Design Specification for Wood Construction Loads: Roof 15 PSF dead load, 25 PSF live load, snow Walls 10 PSF dead load Floor 14 PSF dead load, 40 PSF live load Wind 85 mph basic wind speed, Exposure "B" Seismic Site Class 'D', Sys = 80.1 % g Foundation: footings 1500 PSF allowable bearing pressure Page ~ of ~ s ---~~ 1 ~ir~r~ COMPANY PROJECT WoodWo r ks® Justus Fisher Job # 2617 Lubbesmeyer Nov. 28, 200412:29:15 Beam1 SOFfWARf fOR t1'OOD BFSlGN p 7 f ~'"' ,~ ".fin Design Check Calculation Sheet Sizer 2004 LOADS: ( lam. psf, or plf ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Live Full UDL 120.0 No Load2 Snow Full UDL 100.0 No MAXIAAUM REp TIONS (Ibs) and BEARING LENGTHS (in) 0' 6'-6" I 15 Dead 15 536 Live 536 551 Total 551 Bearing: 3 LC number 3 1.0 Len th 1.0 Lumber-soft, D.Fir-L, No.2, 4x6" Self Weight of 4.57 plf automatically inGuded in loads; Lateral support: top=full, bottom= at supports; Load combinations: ICC-IBC; SECTIBN vs_ DESIGN CODE Nt]s-2001:1stress=nsi. oral in 1 Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 37 Fv' = 207 fv/Fv' = 0.18 Bending(+) fb = 609 Fb' = 1395 fb/Fb' = 0.45 Live Defl'n 0.09 = L/913 0.22 = L/360 0.39 Total Defl'n 0.09 = L/877 0.32 = L/240 0.27 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#k Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 3 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 Bending(+): LC# 3 = .75(L+S), M = 896 lbs-ft Shear LC# 3 = .75 (L+S), V = 551, V design = 473 lbs Deflection: LCA 3 = .75(L+S) EI= 77.64e06 lb-in2 Total Deflection = 1.50tDead 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. 2 ___-. COMPANY PROJECT w~~~ Wo r ks~ Justus Fisher Nov. 28,200412:27:38 Job !k 2617 Lubbesmeyer Beam1 SOfFWARF FOR WOOD DESIGN Design Check Cak;ulafwn Sheet Sizer 2004 ~ nenc• r Ihs. osf. or ulf 1 Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Live Full DDL 285.0 No Load2 Snow Full UDL 475.0 NO MAXIMUM 4.~„ v 19 Dead 19 1282 Live 1282 1296 Total 1296 Bearing: 3 LC number 3 1.0 Len th 1.0 Lumber-e~oft, D.Fir-L, No.2, 4u$" Self Weight of 6.03 plf automatically included in loads; Lateral support:top= full, bottom= at supports; Load combinat~ns: ICGIBC; SECTION vs. DESIGN CODE Nt)S-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 56 Fv" = 207 fv/Fv' = 0.27 Bending(+) fb = 571 Fb' = 1345 fb/Fb' = 0.42 Live Defl'n 0.03 = <L/999 0.15 = L/360 0.20 Total Defl'n 0.03 = <L/999 0.22 = L/240 0.13 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 - 3 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 _ - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 3 Bendingi+): LC# 3 = .75(L+S), M = 1458 lbs-ft Shear : LC9 3 = .75(L+S), V = 1296, V design = 998 lbs Deflection: LC# 3 = .75(L+S) E1= 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 ~fledion limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported aocoid"u~g to the provisions of NDS Clause 4.4.1. 3 WoodW~rks° sorrwaat rnx woon aesich COMPANY PROJECT Justus Fisher Job #2617 Lubbesmeyer Nov. 28, 2004 12:34:17 Beam1 Design Check Calculation Sheet Sizer 2004 LOADS: (lbs, psf, a' Pff ) Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? Loadl Dead Full UDL 85.0 No Load2 Snow Full UDL 75.0 No Load3 Dead Point 210 1.75 No Load4 Snow Point 301 1.75 No MAXIMUM 4'-6" Dead 330 283 286 Live 353 569 Total 683 Bearing: 2 LC number 2 1.0 Len th 1.0 Lumber oft, D.Fir-L, No.2, 4x6" Self Weight of 4.57 pff automatically included in bads; Lateral support: top=full, bottom= at supports; Load combinations: ICGIBC; SECTION vs. DESIGN CODE Nos-2001: f stress=asi. and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 47 Fv' = 207 fv/Fv' = 0.23 Bending(+) fb = 641 Fb' = 1345 fb/Fb' = 0.48 Live Defl'n 0.02 = <L/999 0.15 = L/360 0.19 Total Defl'n 0.05 = <L/999 0.22 = L/290 0.22 ADDITIONAL DATA: FACTORS: F CD CM Fb'+ 900 1.15 1.00 Fv' 180 1.15 1.00 Fcp' 625 - 1.00 E' 1.6 million 1.00 Ct CL CF Cfu Cr Cfrt Ci Cn LC# 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 1.00 - - - - 1.00 1.00 1.00 2 1.00 - - - - 1.00 1.00 - - 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+S, M = 942 lbs-ft Shear LC# 2 = D+S, V = 683, V design = 607 lbs Deflection: LC# 2 = D+S EI= 77.64e06 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 defauR 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. y WoodWorks~' 30fTW.tPE fOR 4YQ073 E3E;1GY Design Check Calculation Sheet S¢er 2004 i nwne. I nc~ risf_ or off 1 Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? Loadl Dead Full ODL 120.0 No Load2 Snow Full UDL 100.0 No MAXIMUM RER~'T'n~uc nit and REARING LENGTHS [in) 6'-6" V 10 67 Dead 1067 825 Live 825 1892 Total 1892 Bearing: 2 LC number 2 1.0 Len th 1.0 Lumber-soft, D.Fir-L, No.1, 4x12" Self Weight of 9.35 plf automatically inducted in toads; 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 Value Anal sis/Desi n Shear fv = 64 Fv' = 207 fv/Fv' = 0.31 Bending(+) fb = 1269 Fb' = 1265 fb/Fb' = 1.00 Live Defl'n 0.24 = L/838 0.55 = L/360 0.43 Total Defl'n 0.69 = L/285 0.83 = L/240 0.84 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC(k Fb'+ 1000 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' 1.7 million 1.00 1.00 - - - - 1.00 1.00 2 Bending(+): LCt) 2 = D+S, M = 7805 lbs-ft Shear LCtk 2 = D+S, V = 1892, V design = 1677 lbs Deflection: LC# 2 = D+S EI= 705.97e06 lb-in2 Total Deflection = 1.50{Dead Load Deflection) + Live Load Deflection. (D=dead L=1ive S=snow W=wind I=impact C=construction CLd=concentrat ed) (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 lateraly supported acxording to the provisions of NDS Clause 4.4.1. COMPANY I PROJECT Justus Fisher Job # 2617 Lubbesmeyer Nov. 28,200412:36:48 Beam1 f 7 COMPANY PROJECT Waod Wo r ks® Justus Fisher Job #2617 Lubbesmeyer Nov. 28, 200412:36:16 Beam1 SOfT+'ARf FOR WOOD Of57GN ~~} ~ tJ /'Z- /~ e;a 2 Design Check Calculation Sheet Sizer 2004 LOADS: (lam. !~~ or Pff ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 120.0 No Load2 Snow Full ODL 100.0 No lutexttuluM Rt=ACTIONS (Ibs) and BEARING LENGTHS (in) o' ts'-6" 1114 Dead 1114 825 Live 825 1939 Total 1939 Bearing: 2 LC number 2 1.0 Len th 1.0 Timber~soft, D.Fir-L, No.2, 6x12" SetF Weight of 15.02 plf automatical-y included in loads; Lateral support: top=full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress--psi, and in ) Shear fv = 41 Fv' = 195 rv/rv' = u.Ll Bending(+) fb = 792 Fb' = 1006 fb/Fb' = 0.79 Live Defl'n 0.18 = <L/999 0.55 = L1360 0.33 Total Defl'n 0.56 = L/355 0.83 = L/240 0.67 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 875 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 170 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+S, M = 7998 lbs-ft Shear LC(I 2 = D+S, V = 1939, V design = 1714 lbs Deflection: LC# 2 = D+S EI= 906.17e06 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 bend"mg members shad be IateraNy supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Justus Fisher Job #~ 2617 Lubbesmeyer WoodWo rks® Nov. 28, 200412:38:32 Beam1 SOFfWARf fOR' NY34D DfYtGh ,// / ` //Y".. G Cl ~L~ '/J' ~`' Design Check Calculation Sheet suer 2004 LOADS: ( Imo. tom. or ~ ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full ODL 75.0 No Load2 Snow Full DDL 125.0 No MAXIMUM REACTIONS {Ibsj and BEARING LENGTHS {in) 0' 9'-6" Dead 385 385 Live 594 594 Total 979 979 Searing: 2 LC number 2 1.0 Len th 1.0 Lumber-soft, D.Fir-L, No.1, 4x8" Sett weight of 6.03 plf automatically included in loads; Lateral support: top= fuU, bottorr~ at supports; Load combinations: ICGIBC; CR('_TIAN vs_ DESIGN CODE NDS-2on1: (stress=usi. and in 1 Criterion Anal sis Value Desi n Value Anal sis/Deli Shear fv = 50 Fv' = 207 fv/Fv' = 0.24 Bending(+) fb = 910 Fb' = 1495 fb/Fb' = 0.61 Live Defl'n 0.12 = L/940 0.32 = L/360 0.38 Total Defl'n 0.24 = L/476 0.48 = L/240 0.50 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCD Fb'+ 1000 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' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC11 2 = D+S, M = 2324 lbs-ft Shear LC# 2 = D+S, V = 979, V design = 854 lbs Deflection: LCIk 2 = D+S EI= 188.95e06 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. 7 COMPANY PROJECT Wood Wo r ks® Justus Fisher Job ~ 2617 Lubbesrneyer Nov. 28, 200412:40:30 Beam1 50f7FYARF fOR W'000 DfS~GN Design Check Calculation Sheet Suer 2004 I ~ nwnc. t Itic_ cxsf_ er olf 1 Load Type Distribution Magnitude Location (ft) Pattern Start End Start End Load? Loadl Dead Full Area 12.00 (16.0)* No Load2 Live Full Area 40.00 (16.0)* No °~1 r1UUl.aiy ntu ua ~yaa, MAXIMUM REPr-T~Ng ~fhs1 and BEARING LENGTHS lin) 0' 12' 113 Dead 113 320 Live 320 433 Total 433 Bearing: 2 LC number 2 1.0 Len th 1.0 Lumber-soft, Hem-Fir, No.2, 2x10" Spaced at 16" cJc; Self Weight of 2.87 plf automatically included in loads; Lateral support top=full, bottorr~ at supports; Repetitive factor: applied where permitter) (refer to online hetp); Load combinations: ICC-IBC; I SECTION vs. DESIGN CODE NDS-2001: tstress=tai, and in ) Criterion Anal sis Value Desi Value Anal sis/Desi n Shear fv = 41 Fv' = 150 fv/Fv' = 0.27 Bending(+) fb = 728 Fb' = 1075 fb/Fb' = 0.68 Live Defl'n 0.19 = L/744 0.40 = L/360 0.48 Total Defl'n 0.30 = L/486 0.60 = L/240 0.49 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+L, M = 1298 lbs-ft Shear LC# 2 = D+L, V = 933, V design = 377 lbs Deflection: LC# 2 = D+L EI= 128.61e06 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 lis ted in the Analysis output) DESIGN NOTES: 1. Please verify that the defauR deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisrons of NOS Clause 4.4.1. G v COMPANY PROJECT Wood Wo r ks® Justus Fisher Job #2617 Lubbesmeyer Nov. 28, 200412:42:24 Beam1 SOf7X`ARE FEYR tYEH7[t flES,GY F ~-''~- rs ~ 5 Design Check Calculation Sheet S¢er 2004 ~ nwnc. t IMe_ ~sf_ or off ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full Area 12.00 (16.0)* No Load2 Live Full Area 40.00 (16.0)* No Load3 Dead Point 213 14.00 No Load9 Live Point 67 14.00 Yes x•rriDULary rr~.uu^ «__, ', MAXIMUM REPr_T~nNC n~~ and BEARING LENGTHS lin) 0' ~~ 14' 402 Dead 74 513 Live 311 916 Total 385 Bearing: 2 1 LC number 3 1.1 0.0 Length 1.0 1.33 0.00 Cb 1.00 Lumber-soft, Hem-Fir, No.2, 2x10" Spaced at 16' d~ Self Weigh of 2.87 plf automatiraNy indudad in loads; Lateral support: top=full, bottom= at supports; Repet~nre factor: appNed where permitted {refer to online help); Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2oo7: (stress=pai, and in ) Criterion Anal sis Value Desi Value Anal sis/Desi Shear fv = 47 Fv' = 150 fv/Fv' = 0.31 Bending(+) fb = 577 E'b' = 1075 fb/Fb' = 0.54 Bending(-) fb = 395 Fb' = 1048 fb/Fb' = 0.38 Deflection: Interior Live 0.18 = L/798 0.40 = L/360 0.45 Total 0.20 = L/724 0.60 = L/240 0.33 Cantil. Live 0.09 = L/266 0.13 = L/180 0.68 Total 0.06 = L/419 0.20 = L/120 0.29 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.00 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 3 Fb'- 850 1.00 1.00 1.00 0.975 1.100 1.00 1.15 1.00 1.00 - 2 E'v' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 3 Bending(+): LCIk 3 = D+L (pattern: L ), M = 1029 lbs-ft Bending(-): LCIk 2 = D+L, M = 704 lbs-ft Shear LC# 2 = D+L, V = 491, V design = 436 lbs Deflection: LCIk 3 = D+L (pattern: L_) EI= 128.61e06 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) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: Nt>,S Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be lateraly supported according to the provisions of NDS Clause 4.4.1. 4. The cxitical deflection value has been determined using maximum bade-span deflection. Cant ever deflections do not govern design. I Wood COMPANY PROJECT Wo r ks® Justus Fisher Job #2617 Lubbesmeyer Nov. 28, 2004 12:44:55 Beam1 SOFfiYARF fOR 1Yt9OD Df51£M r ~ ,~ ~ .~ Design Check Calculation Sheet Suer 2004 LOADS: (lbs, psf, or plf Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? ~Load2~Live ~E'ull UDL MAXIMUM REACTIONS ~ 161.0 460.0 and BEARING LENGTHS No s' 501 Dead 501 1380 Live 1380 1881 Total 1881 Bearing: 2 LC number 2 1.0 Len th 1.0 Lumber oft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 pff automatiplly included in loads; Lateral support: top=full, bottom= at supports; Load combinations: ICC-IBC; sFCrina vs_ DESIGN CODE Nos-zoat: ~ stems=usf. ana in Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 89 Fv' = 180 fv/E'v' = 0.49 Bending(+) fb = 1104 Fb' = 1170 fb/Fb' = 0.94 Live Defl'n 0.08 = L/954 0.20 = L/360 0.38 Total Defl'n 0.12 = L/617 0.30 = L/290 0.39 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 1.300 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 l.o0 1.00 - - - - l.ao 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 = 2822 lbs-ft Shear LC$ 2 = D+L, V = 1881, V design = 1502 lbs Deflection: LC$ 2 = D+L 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 verity that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be lateraly supported according to the provisions of NDS Clause 4.4.1. /v COMPANY PROJECT Justus Fisher Job ~ 2617 Lubbesmeyer WoodWorks® Nov. 28, 200412:44:24 Beam1 SOi7N'ARf FOR WOOA OFStGFr ~ ~) `~ r"L- Design Check Calculation Sheet Sizer 2004 LOADS: ( lam. psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 161.0 No Load2 Live Full UDL 460.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) T 0' 590 Dead 590 1610 Live 1610 2200 Total 2200 Bearing: 2 LC number 2 1.0 Len th 1.0 Lumber oft, D.Fir-L, No.2, 4x10" SeiF Weight of 7.69 pff automaticaNy inducted 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 Shear fv = 79 Fv' = 180 fv/Fv' = 0.44 Bending(+) fb = 926 Fb' = 1080 fb/Fb' = 0.86 Live Defl'n 0.07 = <L/999 0.23 = LI360 0.29 Total Defl'n 0.10 = L/805 0.35 = L/240 0.30 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 = 3851 lbs-ft Shear LC# 2 = D+L, v = 2200, v design = 1716 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 defauR deflection Gmrls 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® St}f7iYA[f fA[ WOAD DESIGN COIMPANY PROJECT Justus Fisher Job ~ 2617 Lubbesmeyer Nov. 28, 200412:48:06 Beam1 Design Check Calculation Sheet s¢er 2ooa LOADS: (l~• ~• ar ~ ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full DDL 80.0 No Load2 Live Full UDL 100.0 NO MAXIMUM REPr'Ti~NS nt~tt and BEARING LENGTHS lin) 0' 9'-9" 916 Dead 416 487 Live 487 903 Total 903 Bearing: 2 LC number 2 1.0 Len th 1.0 Lumber-soft, Hem-Fir, No.2, 4x8" Self Weight of 5.24 pff automatically urduded in loads; Service: wet; Lateral support:top=full, bottom at supports; Load c~rrrbinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi Value Anal sis/Desi n Shear fv = 47 Fv' = 145 fv/Fv' = 0.32 Bending(+) fb = 861 E'b' = 1105 fb/Fb' = 0.78 Live Defl'n 0.16 = L/748 0.33 = L/360 0.48 Total Defl'n 0.36 = L/328 0.49_= L/240 0.73 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fv' 150 1.00 0.97 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 0.67 1.00 - - - - 1.00 1.00 - - E' 1.3 million 0.90 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+L, M = 2201 lbs-ft Shear LC# 2 = D+L, V = 903, V design = 791 lbs Deflection: LC# 2 = D+L EI= 144.49e06 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 defauN deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the prov~ions of NDS Clause 4.4.1. ~~ MCE Ground Motion -Conterminous 48 States Zip Code - 98597 Central Latitude = 46.861391 - Central Longitude = -122.521453 Period MCE Sa (sec) (%g) 0.2 115.6 MCE Value of Ss, Site Class B 1.0 035.1 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 120.2 Sa = FaSs, Fa = 1.04 1.0 059.7 Sa = FvS1, Fv = 1.70 s ~. Z SnS W G Sds = - ~ I. v N ~ I, I S t ~ O . ~o 3 V- I•Zfp,~a~ w ~ ~, i~~ w c~s~ 6 •~ ~= (C7. 7G~ ~ U. ~ y ~ )~+`~ .. 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