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20100001 Permit Pkg 040510 City of Yelm Community Development Department Building Division Phone: (360)458-8407 Fax: (360)458-3144 Applicant: Name: LUBBESMEYER CONSTRUCTION, INC. Address: 1151 112TH ST E TACOMA WA 98445 Property Information: Site Address: 1dQ1(1 MT VIEW CT SE 14 Permit No.: 201000~~ Issue Date: 4105/2010 (Work must be started within 180 days) Phone: 253-537-6370 Owner: LUBBESMEYER CONST. Assessor Parcel No.: 42990001400 Subdivision: COUNTRY VISTA Lot: 14 Contractor Information Name: LUBBESMEYER CONSTRUCTION, INC. Address: PAUL LUBBESMEYER 1151 112TH ST E TACOMA WA 98445 Contractor License No.: LUBBECI110DM Phone: 253-537-6370 Expires: 3/31/2010 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Wark: SFR LOT 14 PLAN H-1822-09 Sq. Ft. per floor: First 1052 Heat Type (Electric, Gas, Other): Second 770 Third Garage 553 Basement Fees: Item Contractor NEW RESIDENTIAL BUILDING LUBBESMEYER CONSTRUCTION, INC. MECHANICAL SOUND HEATING & AC PLUMBING PROFESSIONAL PLUMBING GAS TOTAL FEES: Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations i luding those governing zoning and land subdivision, and in addition, a covenants easements and stn ions of cord. ~I ing as ntractor, I further certify that I a curve/r~y registered in t S~g~~/~'~ ~~ , „ i ~ ~ / ~ r~ Fees $ta,olala $ 78.25 $ 104.00 $ 14,201.39 u #;Sets of Pnrits 4 y ~.. ,.t Final Inspection ti~ ~, `^ ; °~ a ih .,,r it +, ~~'~i~te o-f . '~ . I h S . ;_.By 4 T ,, ~ Applicant City of Yelm Community Development Department Building Division Phone: (380)458-8407 Fax: (360)458-3144 Permit No.: 20100~~~ Fee Calculation Worksheet Name: LUBBESMEYER CONSTRUCTION, INC. Phone: 253-537-6370 Address: 1151 112TH ST E TACOMA WA 98445 Property Information: site Address: 14910 MT VIEW CT SE 14 Owner: LUBBESMEYER CONST. Assessor Parcel No.: 42990001400 Subdivision: COUNTRY VISTA Lot: 14 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: SFR LOT 14 PLAN H-1822-09 Sq. Ft. per floor: First 1052 Heat Type (Electric, Gas, Other): GAS Second 770 Third Garage 553 Basement Fees: Item MECHANICAL PERMIT FURNACE 100,000 BTU EXHAUST FANS WHOLE HOUSE FAN/MISCELLANEOUS Units Fees 1 $ zo.oo 1 ~ $ 13.25 q $ 26.00 2 $ 19.00 TOTAL FEES: $ 78.25 PAYMENTS MADE: $ 0.00 BALANCE DUE: $ 78.25 City of Yelm Community Development Department Building Division Phone: (360)458-8407 Fax: (360)458-3144 Permit No.: 201000~~ Fee Calculation Worksheet Applicant: Name: LUBBESMEYER CONSTRUCTION, INC. Phone: 253-537-6370 Address: 1151 112TH ST E TACOMA WA 98445 Property Information: Site Address: 14910 MT VIEW CT SE 14 Owner: LUBBESMEYER CONST. Assessor Parcel No.: 42990001400 Subdivision: COUNTRY VISTA Lot: 14 Project Information: Project: NEW R ESIDENTIAL BUILDING Description of Work: SFR LOT 14 PLAN H-1822-09 Sq. Ft. per floor: First 1052 Second 770 Third Garage 553 Basement Fees: Item PLUMBING PERMIT Heat Type (Electric, Gas, Other): GAS Units Fees 1z $ toa.oo TOTAL FEES: $ 104.00 PAYMENTS MADE: S 0.00 BALANCE DUE: $ 104.00 City of Yelm Community Development Department Building Division Phone: (360)458-8407 Fax: (360)458-3144 Applicant: Name: LUBBESMEYER CONSTRUCTION, INC. Address: 1151 112TH ST E TACOMA WA 98445 Property Information: Site Address: 14910 MT VIEW CT SE 14 Assessor Parcel No.: 42990001400 Subdivision: Contractor Information Name: LUBBESMEYER CONSTRUCTION, INC. Address: PAUL LUBBESMEYER 1151 112TH ST E TACOMA WA 98445 Contractor License No.: LUBBECI110DM Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: Sq. Ft. per floor: First Second Third Garage Basement Fees: Item PLAN REVIEW DEPOSIT Phone: 253-537-6370 Expires: 3/31 /2010 Heat Type (Electric, Gas, Other): Contractor LUBBESMEYER CONSTRUCTION, INC. TOTAL FEES: AMOUNT PAID: BALANCE DUE: Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently registered in the State of Washington. RinnaUire Date Permit No.: 20100001 Issue Date: 1/04/2010 (Work must be started within 180 days) Phone: 253-537-6370 Owner: TYPE CURRENT OWNER NAME COUNTRY VISTA Lot: 14 Fees $ 964.43 $ 964.43 $ 0.00 $ 964.43 OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: Firm City of Yelm Community Development Department Permit No.: 201 ~~~~~ Fee Calculation Worksheet Building Division Phone: (360)458-8407 Fax: (360)458-3144 Applicant: Name: LUBBESMEYER CONSTRUCTION, INC. Address: 1151 112TH ST E TACOMA WA 98445 Property Information: site Address: 14910 MT VIEW CT SE 14 Assessor Parcel No.: 42990001400 Subdivision: Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: SFR LOT 14 PLAN H-1822-09 Sq. Ft. per floor: First 1052 Second 770 Third Garage 553 Basement Fees: Item WATER METER (SFD) WATER ERU SEWER ERU SEWER INSPECTION FEE BUILDING PLAN REVIEW FIRE DISTRICT IMPACT FEE STATE BUILDING FEE TRAFFIC FACILITIES CHARGE BUILDING PERMIT CONSTRUCTION VALUE BUILDING PLAN REVIEW-CONS COST Phone: 253-537-6370 Owner: LUBBESMEYER CONST. COUNTRY VISTA Heat Type (Electric, Gas, Other): GAS b I~ ~~~~ Units 1 1 1 1 0 2,375 1 1 242,131 0 Lot: 14 Fees $ 300.00 $ 1,500.00 $ 6,050.00 $ 145.00 $ 964.43 $ 760.00 $ 4.50 $ 1,334.21 $ 1,794.55 $ 1,166.45 TOTAL FEES: $ 14,019.14{. PAYMENTS MADE: _ y 964.43 BALANCE DUE: $ 13,054.71 -~ ~~~ ?oy eo ~~ ~ / 3, 23~ y~ _~ City af_Yol~~ REC#: 00016964 1104,'?Oi_0 4:2'i F'M Of'ER: CO TEEM: 001_ °Ff ~ ?~'.~5 n_ µ• TRfN: 33.0000 NUILDING PERMITS 0100001 'i64.43CR LIJHBESME`v'ER GONSTx~CCil~l'tT, INC. j~~t0 MT !~%IE!.J CT SE 14 1i:_ ~a~; ,t,3 CNECIi AFf'LT.ED~ ~"4°"' 4:r~A~?uEc --- ------p,i0 City ~f Y~l~ 3F,~% 456-04~ G" o: ^ ~ r rar; r ~ c F rf•~,. ~~ ~Ff~k; rz~,i T;'RP~: '3,pnC? BLCIL%I=G PEkMTT" ~0'_Ot)0!Jl. 139 ~3b,'iFd"F' L'~°i~~~`aiE~'C° rL~,6TR!vrTlrr~, IM. Lsv~,_~ fu~.. `: iai( T I s i ~+,z~Jri~ JiE4 ~ 1 i. 4 fiEt~ 76~~^:CG FL 1!)4.OvL'~' TF_~ai'ERE": ~:~,~3b.9E, r_,HEr_.e: -------------ry GHA4GE. C.Ot :~08C7 YELM COMMUNITY SC ~O~ L~ZO~ LOCAL RECEIPT DATE Received from unourrt way ~".~~. nccouH~cooc ~ (~J ``^-\\ Y ELM COMhII1NITY SCHOOLS '~ O~ rl\•, Q~'~~ ey 2o~ooc~n~ CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address:jyt110 \r~~lYlkw e~ S~ Parcel#:~~gAOO~I~O(D Subdivision: ~AUn Y t '(L Lot #:~ Zoning; ~Sl ~N ~f1Q IA: New Construction ^ Re-Model / Re-Roof /Addition ^ Home Occupation Sign ^ Plumbing. ^ Mechanical ^ Mobile /Manufactured Home Placement ^ Other b ~!_ IS22-n Project DescriptionlScope of Work: .~ F R I ~~ ~ ~ Project Valuer 0 O"~ ~~ ti Building Area (sq. ft) 1~' Floor {c~;:~ . 2nd Floor 1~7 Q Garage ~~_ DecF Basement Carport Patio~_ # Bedrooms, ~, # Bathrooms.~i~ Heating: AS THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? ~ If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME' tt, b a f1~ fl6 ADDRESS I l5 I f I a''~ ~ E EMAIL LC11@ 9u%CS Q l('.E ~ lJb CITY~A(Arnn STATE~_ZIP~S __TELEPHONE[aS~yK3~ 103'70 ARCHITECTIENGINEER_ • ` ~~ f.~W ~' melcZvn~-_LICENSE # _ t~~0a 3 ! - ADDRESS~~a,4 ..lff(*'~ 51._51J~ I ~ EMAIL ' ~ frsri~jt~ t~ ' ut= - WA, IX~d\ CITY~7~y~, IGOC STA E ZIP 9840c1 TELEPHON' C=53) ~'1-"dx~yU I GENERAL CONTRACTOR b 3n k_~~ ~ TELEPHONE 3 - b3~u ADDRESS (151 Ildi~l~ ~ EMAIL Ici~. ~t~s-IO~FICE•llf~ CITY `TrxAMA STATE ()A ZIP ~T8445 FAX 3 5 - c I I CONTRACTOR'S LICENSE#11lBP~EC=fIDDMEXPDAT ~ITYLICENSE# Oq-OOIlb0,0 PLUMBING CONTRACTOR ~~ tV TELEPHONEC~S;~ R4l- '3110 ADDRESS ~O ~X dS3 EMAIL u 'l~ CITY (~P.n.Snarc. STATE ~'•A ZIP 3 FAX A'(qE, CONTRACTOR'S LICENSE #~R.OFEPSO ~5 P DATE_CITY LICENSE # >,1 A MECHANICAL CONTRACTOR ~~a\LV t~ TELEPHONE ~aS31 ~'1 ti - 3350 ADDR SS 55ab t'64'~ ~ ~ ~S+-~~_x q EMAIL CITY ~~ STATE~_ZIP q~3"15 FAX (353) ~d-15- Oa85 CONTRACT R'S LICENSE #~LAIDHAD1ot+fSttEXP DATE_CITY LICENSE # Dq - OO~S4gQ ~ Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct antl that Ne construction on, and the occupancy and the use of the above describetl property will be in accordance with the laws, rules and regulations of the State of Washington and the City o Im. Applicant's SI nature Date Owner I Contractor I Owner's Agent 1 Contractor's Agent (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days I05 Yelm Avenue West ~"°°~'"°°°"° PO Box 479 (360) 458-37A4 FAX Yelm, WA 98597 www.ci.yelm.wa.us .. e- 4~ e,.... c a .•'v.-~o-+ .: ..+ .v.. .._ M ,.. . ..~ m+- 5'M1hA.n.Y ~ ~"Tn 4•••. r f' ++n+L:.r; 2"' qy i~ i YE R ~: r. a' '~ Et7Cx?J IC ~ F E ER'S O REASUR - TT LE RK C , . ~'~ ~: ~ c ~ v ~~, TT 7~ ~-v , v T~ ~~~~~~ .tla~llr~Le1.~ ~~' ~. NDT VALID UNTIL FEE IS PAtD ~t L_URL-1ESMEYER, CHUCI: . ,A µ ' i ; IS HEREBY LICEWSED TO OPERATE 4.: , i# ~ UURL''F_SMEYER CCINSI"~RUC;TICJN, INC i151 E 1icTH 5T E x ;. TgrCIMq WA 9ES445 <? >: AT Z CIUT CIF TC1WhJ °, '", ~ ~ , ~:: -~ JA, This License musi be posted In o Conspic~.ious place a1the business loc;.pilon. i ~x 'ib ~,;,. - NUMBER C~9--~C~017Et.1 , C~ ~'q. City of Yelm EFFECTIVE DATE Administrative and Financial Services 105 Yelm Avenne West P.O. Box 479 Yelm, WA 98597 360.958.3244 UTILITY SERVICE APPLICATION SERVICE ADDRESS: !yq to Yi1~ri VIEW C~ s~ `~f:~~1 ~~ Q~Sq~ Name: l.Ltbbt3mEyeR CQU$-(~,tlC'hpn Trlc. Mailing address: ll~ l 1 ta-th 51 ~ `TliGOrftA ~~ ~g~4~ Phone numbers: (~53~ ~3~- 103`10 -trAk' 0531 5~,1-eJlb~ OWNER INFORMATION (REQUIRED, if not the same as above) NAME: Mailing address: City, state, zip: Phone numbers: For City use only: account #. sequence SIGNATURE: SIGNATURE: deposit amount # 4ap# DATE: l z zy ~ DATE: SECTION 1 DEPOSITS: 13.04.270 SERVICE -CASH DEPOSITS Water consumers shall be required to make a cash deposit with the City ClerklTreasurer based upon an estimate of the monthly consumption at the premises served but in no case shall such deposit be less than $40.00. Any interest accrued on utility deposits is retained by the City. All such deposits shall be maintained in a separate fund of the City until termination of service, and shall be returned to the customer after all claims the City may have against the premises occupied by such customer have been fully paid or until written request is received from a customer who has maintained a good payment history for a minimum of two years as set forth in policies on file with the City Clerk/Treasurer's office. 13.08.095 MONTHLY SEWER FEES - E.1. SECURITY DEPOSITS. Security deposit equal to two months projected use will be required for all new users after January 1, 1996; except that those users not in the phase one area prior to July 1, 1994, will be required to pay a deposit with the first billing or hook-up regardless of date. The City of Yelm is an Equal Opportunity Provider (360) 458-3249 (360) 458-4348 FAX rnuim.cEyelm.ma.us y~~~ LUBBFSMEYER E~ CONSTRUCTION, INC. 1151 East 112th Street ^ Tacoma, WA 98445 ^ (253) 537-6370 ^ Fax: (253) 537-9163 To Whom It May Concern: In the plat of Country Vista, infiltration as designed on the engineered plat shall be located in the rear yazd of each lot. Paul Lubbesmeyer Vice President -- - ----_-- 2006 WA• STATE B AT ON ~OU~ RCE CD~TY ING CODE FORM y PIE OF BUILD DI FEY ND ~SpgCTION Dater SA P,PplicationN• ebb `¢.+~"'~' ~ I.f)k IQ cA`~~ Y ~.o C~ SE' ~2~ m p ~~~ - l~3aa- ~ n loads, lncludin9 Shall be Name: 1q~1 Ip ,1'1'h re4 tired lin9•de c ePted en9 ~eenn9 Practices. LpWING~ NOTE: Heating for s~im9 read delve COMpl,$TE THE FOL infiltration, ?~ accordaa 51mPle P Shementslco sec PLEASE 5 ~lculated ~ 2 t Fo eduldocu Calculation. _ ~ sf = ~ a WgEC 503 ever Wsu. Olaaing Area _ ~~ Ilv~~ . 1 2006.x1s htt ~• tivezone a ~ ~ ~ = a~u of glazin8 2pp61 rescrl gYSTEM SIZE: o _ Bated flonr area Ce Path HEAT eat boss Calculation) /o a ~ x ine comPlian ,LH: tpttnch H ,~,~ 0 0 Window are' to deterln ona) ~ gut input ~/o below PL PA 6 (circle [ rating ~~~ gefer to table CONI ~Ntive Ch. ANCY: [ prescrip Efficiency pE: OCCUP le Family ) I II III erfom'at'ce Ch. 5 [~ wp,TTS - j~B TY [\fi Stag family Come t P Ch• gSPF ratin OVIDER: l,~ onen 4 New l [~ Multi- [~ System analysis ELEC UTILITZ' PR ~ gemode [ ~ ower ergy [ Addition ~ PugemSO nd wer ~~ ~ peninsula Po pE: [ er t IP BEAT Iced Air Furnace 11 cade) [ ~ Oth For baseboard, w'a L PE. c L 1 Bea `aruit Heat System [ UP ANCY ~ [ ~ NattGas L ~R1y ron~oodsm e o, FORGRO EL TYPES ex1.,4 ewes °tnbae i [~ Propane ~ Gas o ENIENTS 1. ALL FU b wa\l, sm the ~ [ ~ [ QUIR ZONE wan,inr hetnW ffade R. at ~'` [ ~ Oil, SC~PTIVE RECLIMATE wah 12 ~Inw R.3o y VaultzdD Above . fade g.10 R ,eeseO~ ~~ WGGd P~ Door9 Ccilin8 oepm8 fade R-t4 R"30 R_50 1 GI~nSU.facroc 17.value B 30 R t5 R-ZI R~3~ I R.38 - R.21 , 8-10 , -1jd1029 Gla2ing ' pvechead -0Pn , ato. ~ Vecttoat 020 8:30 R-l4' , _ 11 Afi, 8 38 g.2 0 0 ~I . , on %titll°oc 32 AS 0.2 R R- 0 . U~ 052 d ~l o ,' 0.48 R~38 I U~1934 R,3p. +, an ` 10!° 0.35 . 0.20 Ud1035 g.50. r. 0 g8 .. 1 II * .'140!0 p 40 R-21 . ~ ,. . RZl ti0p. 24° ° R.\ R'30 ll ~uP n les 0 20 R- 8 R.30 sula 111. GtonP 3 I R,10 V;0029I G Gnly ~ 058 R-\5 - ,l ..; 0.34 R 2r I `,,1 lJnlitnite 3 - . R_301 V~049.. 1, IV GLOUP ~ R 38 i D~ 034 t of a^d ~pws o:2o u=o 035 as apercen0 40 °"°oay o5s - rofv- ` . o3s fact UnGant~a ° e~ ,.."- .\ After recording return to: Yelm Community Schools District No. 2 P. O. Box 476 , Yelm, WA 98597 Attn: Erling M. Birkland NIITIGATION AGREEMENT Reference No: SUB-OS-0096-YL Grantor: 1. Landshapes Northwest, Inc. 1151 E. 112`x' Street Tacoma, WA 98445 Grantee: 1. Yelm Community Schools Dist. 2 Legal Description: Sec 13, T17N, R1E; Mtn. View Road & Yelm Avenue West Assessor's Property Tax Parcel Number/Account Number: 21713310200 0 THIS MITIGATION AGREEMENT ("Agreement") is made this2~ of I ' I a 2006, between the YELM COMMUNITY SCHOOLS DISTRICT NO. 2, Yelm, Washington (the "District") and Landshapes Northwest, Inc. (the "Developer") RECITALS (n~~f ~(rC,._ 'j A. The Developer has submitted an application to Tlaarsteny for the construction of a 16 lot subdivision, "Country Vista" near Yelm, Wash. (the "Project"). The Project is located on property that lies within District boundaries, more particulazly described on Exhibit A, attached hereto and incorporated herein by reference. B. The State Environmental Policy Act, Chapter 43.21C RCW ("SEPA"), provides processes and procedures whereby major actions by state 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 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 of the Developer's Project. I~IIIIIIIIII~II~IIIII~I~I~III~~IIII~~IIIIIIIII~I T89 5~s 8 ©B Cc 3 Wa . III~III COMMUNITY SCHOOLS RGR $ E. Pursuant to Resolution No. 12-16-93-05, it is the policy of the District to recommend 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 NOW, THEREFORE, in consideration of the above recitals 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 result of the Developer's Project and that this Agreement is necessary as a 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 sum of money: Two Thousand Six Hundred Seventy-Five Dollazs and 00/100 ($2,675.00) for each lot in the subdivision or the total sum of Forty-Two Thousand Eight Hundred Dollars and 00/100 ($42,800.00) (the "Mitigation Payment") for the ] 6 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 rata adjustment in the Mitigation Payment. 4. The Developer agrees that the payment of the full Mitigation Payment (in the amount of Two Thousand Six Hundred Seventy-Five Dollars and 00/100 ($2,675.00) per dwelling unit or Forty- Two Thousand Eight Hundred Dollars and 00/100 ($42,800.00)) 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 amount 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 District is a party. A copy of such agreement shall be made available to Developer upon request. 5. The District agrees to record this Agreement afrer it has been executed by the parties. 6. The Developer acknowledges and agrees that the Mitigation Payment is authorized to be used for capital improvements to the following facilities: Fort Stevens Elementary School, Prairie Elementary School, Lackamas Elementary School, Southworth Elementary School, Mill Pond Intermediate School, Yelm Middle School, and/or Yelm High School and/or any other facilities that may be affected by the Project and/or the purchase of portable facilities and/or school buses. 7. The Developer agrees that the District has five (5) years from the payment date to spend the Mitigation Payment for the capital improvements or expenditures described 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 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 desists from instituting, asserting, 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 on the District. IIIIIIIIIIIIIIIIIIIIIIIIII~IIIIIIVIIIIIIIIIIIIIIIIIII P896/~OO6CC43Wa. YELI1 COMMUNITY 5 11. This Agreement shall be binding upon and inure to the benefit of the heirs, executors, administrators, successors, and assigns of both of the Developer and the District. 12. If an action must be brought to enforce the terms of this Agreement, such action shall be brought in Thurston County Superior Court. The prevailing party shall be entitled to payment of its costs and reasonable attorneys' fees. 13. This Agreement constitutes the entire agreement between the parties and any other agreement either written or oral shall be null and void. EXHIBIT A LEGAL DESCRIPTION General Location: Mtn. View Road & Yelm Avenue West Section 13 Township 17N Range lE Land Area: 3.01 acres Tax Parcel Number: 21713310200 YELM COMMUNITY SC~HjOO/LAS DISTRICT NO. 2 DATED: ~~ `7~ / ~ v ~° ~`~`-~~ l 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 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 of the Yelm Community Schools District No. 2 to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. GNEN under my hand and official seal this P SjENS,q~''~,, cF '~, a~~ m.'~: da of 2006 BLTC to and f r e State of Washington; residing at My Commission Expires: I IIIIII VIII Iilllll VIII IIII IIIIII VIII III VIII IIII IIII T89e 3 006 C ~3Wa ~_ .. DATED: ~ Z STATE OF WASHINGTON ) )SS COUNTY OF By: Its: Developer I certify that I know or have satisfactory evidence that ~r\V,\ Is the person who appeared before me, and said person acknowledged that he signed this instru~ oath stated that he was authorized 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 purposes mentioned in the instrument. GIVEN under my hand and official seal this ti ~` day of ~, 2006. MELISSA A. BEYER NOTARY PUBLIC in n~GGGGGGd,,,,,,,,,,,,for the State of NOTARY PUBLIC Washington, residing at STATE OF WASHINGTON My Commission Expires: 1-~1- O~ COMMISSION EXPIRES ~, ~I ~~ ~~ III~III ~ ~~ ~I II~III I~I ~~III ~ I I~ 068/9 6/Y006 1 L34P YELM COMMUNITY SCHOOLS RGR $35.00 Thurston Co. Wa. ENGINEERING A'NALYSIs FOR: ~uegEsMEYER CONSTRUCTION, INC. SITE: 14910 MTN. VIEW CT. E YELM, WA 9'8597 ~pP~o~ ~~ -~ v ~F/I DATE: PUN NUMBER: LVBBESMEYER _-- `~.n '`i ~~ ~~ ~ ~ PnCIFIC NORTHWEST ENGINEE0.INGINC ]2-2-2009 H3822-09 -- [ii Oi~ti1?rE M~1614~ .w .sW~. c.e... z~~wlznlee¢.xemr~ ORIGINAL STAMP MUST BE RED TO BE VALID CONSULTING ENG/NEERS PACIFIC NORTHWEST ENGINEERING INC. The encbsed tlowments are to be used in conjunction wdh the plans referencetl on the rover. It is essential that the contractor stutly the engineering requirements and required changes to the archdectural plan prior to start of work. Changes may inclutle additional foundations or footings, beam size changes, sitling changes etc. Scone of Engineering: Engineering analyses and tlesign to resist laterel and gmvRv loads in accgrtlance with the 2006 IBC have been pedorzned and incorporated into stamped B' sheets. All anayses and calwlalions are inclutletl in this engineering report. Engineering assumptions are listed below. If these mntlitions are not present at the sde, these calculations are void antl PacRic Northwest Engineering Inc. must be contacted immediately. LOADING CRITERIA Building Code 20061ntemational Buibing Code Seismic Design Category 0 Ss 1.30 S t 0.48 Response Mod Factor 6.5 Site Class D Basic Wntl Speed 65 mph Exposure B LIVE LOADS (ostl U.N.O. -Uninhabitable attics without storage -Uninhabitable attics wdh storage -Habitable ahics antl sleeping areas -Ali otherareas except balconies -Balconies - - 10 20 30 40 60 DEAD LOADS fosfl LLN.O. -Roof with wmisosition roofi ng - Fioor SNOW LOADS losfl U.N.O. -Snow SOILS CRITERIA Soils Consultant None Soils Report# Nane Bearing Pressure Req'd 1500 psf Bearing Depth 16° 15 10 25 PACIFIC NORTHWEST ENGINEERING INC. 492410911 ST SW, SUIiEC TAKER-OOD, WA. 98499-3]33 Phone (253) 682-2650 Fax (253) 682-2851 2of 36 ... - 111.„.25' -__..J_. ...20. , Woodworks®Shearwalls SOFTWARE FOR WOOD DESIGN roes. x-lenassx5na.wzw vroeewen:®sn..m-an: e.o o~.:, zoos lesaaz reel mz I -- --- -- 1 c-1 --- -- _. --L_ 0' _- S' - ~ 10' 15' 20' I_ 25' Is' - - s _ ._o. 3 of 36 so' as' ao' a5' So' ` ~ WoodWOrks®Sheafwalls SOFTWARE FOR WOOD DESIGN LOBO. H-1023L95HFAR.wzw NbodNbrts®SM1eerwa0s 6.0 Oec.3, 3p0916:56:t2 LevN3o13 i _ ._ _ ._. __. _ $p• I C9 I I __. _ ..-... .. ri __._ _ __ .„_20. . .... __. ... __ _ _ I I ty E t _ _.. . _ ~ . __ .. to' _ .. ~ _ _ _ _ _ 5. _ _ _ .. . .. ®. _-. ® . _ . _ _ ...... ... .q d' s' 10' Is z0~ zs~ ]g' as ta~ ts~ sq' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LWOdWOrks® SM1evrwallz 0.h LUBB. H-1833L9 $MFAR.wir Oec. t, 30W 12:2]36 projedt lnrdrmatidn Oesgn COde Yfind SlandaN Seismic 5landaA - 6 All M1e1gM1[e ASCB l- Vfind CapacHy lncrasss Loatl COmbinabons Builtlmg Cade Capacity Redutlion Shear CdC Panels mi Wnd Seismic 3 o Nina o0 3 o Nail WMtlrawal MotlTication MU OM1earwall GHZeI INI OumYOn iemperaWre MoisWre COnhnt Plan Elevnion Fxtar Range Febriation $ervhz IwIIM1in story) (between noriez) Te.l00P gry Dry 4.n Muimum HeyM~b~witlW Ratio Ptywaad Fiberboard Lumber Gypsum Wnd seizrrtlc Wind seizmk Blocked Unblaked 3.5 $hearwallftelalive RigMry: Ueeignea eapaci[y a i~g flezibla dietriEecioa Hokldawn FOme Baeed o applietl eneerliae Eorc Senmk MaRrials Igaore gypsum for ex ca lla Lase2rgid diaphragm bed drshibWmn "/St loaae nal no IBC Occupancy RSCE; Eguhakn l o C¢tegary 31 theta Category r 11 a here w d se a mK ucs T cal arwlrtie n,etma for all nlaga ae 'PSCS t s sgaf~ale„t la teral forte pteeeaare esr.pn oesign wrnd speee Exposure Expaeu[e B Design Category Encbzure ncloaed Sire Clazz TapograpM1k Intormalion Ir9 Spez4al Response Paekration Shape Height LengN 51: o.neog ss: l.lo0g - - - Fondamenlal Percd E-W NS sde Lecatwn: - TUSe1 - c lzsa - gpPmaimate Ta 16ze - MaximumT 8~199a Response FanarR 4 of 3fi 5Gf 36 1 Wood Works®ShearWalls IUBa. H-1832-09 SHEAR.wsr Dec. 4, ]09912:3J:16 9WClural Data ~ - ~ j OLOGK antl Black RoM Panels Oinwns'u,n5 iam T e Sb Ore~ban BbcM 1 wry - Riye Lacvlion %V = NorM Exent X,Y = SouN RhgeYtncatian, Ollsel East Gable Rq eElevalim Hei M Well Black3 [ory - iage Location X,Y = NoM Extent%Y= SouN cable Rtlge % Lo,atiory OlSet East Rb eElevatm Ma M1I S Wesl sine Black] rory E-u Ritlge Location%Y = NoM sltle Ertenl X Y = $ouN Rage v Lowlion, omal Easl Gable Rla ElevMion Hev M [ v W¢st a63e 91atlt• ory - Ridge Lacalion %Y = NoM Enem X.Y= Sautlv Riage Xld`ztim, 0I15e1 Easl 9iae Ria Elevallon Hei M WeSI i. oo Wood Works®Shearwalls LUea. H-1023-093HEARWSr Dec. 4, ]00913:2J:]6 Wa0 G Sud sbealNin91b1 Mateeial TM1icY Gnent Faztncrs Sixe T 9RC9 Etl ~1 FM Blk Fnminp Members [in] 5 G 5 Appry Na1es [ 6hthg t/16 Btl Nail 12 yea Hem-Fax 0.9] 16 1,3 Shchg l/16 Btl ail yea -Flr 3 Hxc x,rcc Shcbg ]/16 Ver 9a Nail 9 1 yea Hem-FVx 0.93 3 2, Gry-Wall Cesgn Gmup; Sm(- Eshmvovinlenw sm(am daxferor wall; Spey ~ HBe m fieltl nal spacirp; Blkp -Rlccke0; G - Spmtlic praviry; Spc-Wal/aN,f apachg S 6 of 36 7 of 36 Wood Works®Shearwalls LUBB. H-1823-09 BREAR.WSr Dec. 4, 299912:23:1fi NoMSOUtM1 type Wall Lootion EatmlfN~ LmgN FHH Heigh) Shestlinez Czou z % X HUrt Entl L'ne1 LevN 1 LIrc 3 vel 1 Seg 25.00 . a1L 1-1 seg 1 D.00 ]a_o0 99.00 25.00 a - Llnea LevN 3 vel 2 seg xall ] i 6eg 1 a1.00 29.00 99.00 20.00 20.0 LBVN 1 vire 2 vel 1 seg - wall ]- 6eg 3a~0 3 ope m eg a - - u.DD l9.DD 1.00 - 6.D Llnel Level 3 1 2 l beg Wal l l- 6e9 2 . Opening 1 - - 16.00 30.50 9.50 - 6.] Isve11 vel 1 3 seg N'a11 ]- seg - F'ell ]- Seg 3 1 ~eaang 1 - ~enie,g 3 - - 15.50 20.00 4.50 - 6-0 unaa LevN 1 vel 1 6eg call 9-i Seg 1 x0.50 D.DO 13.00 la.o0 13.0 - LIneS LevN 5 vel a seg xall 5 Seg 5 a6.0 i . Ope ntry i 1 xall 5 a NSW Sa 00 26.00 ]4.00 6.00 6.0 Levtl 1 1 1 Seg W Beg 5 . Ope n3 n9 1 w seg 5 peaa n9 1 -16 Dpeni n9 3 - call 5-a NSA 5i .00 20.50 35.50 5.00 5.0 - Essbwssl Typo Wall Loazion Ezrenl NX LmgM FNS Helght SFmrlln es Grou a Y X Slarl EnG 1 LIneA Lovell Line A ev el 1 26.50 B.SD Wall A- 6eg 0.00 ]6.50 1D. 50 Opening 1 - - 31.50 35.00 ].50 6.] Line B Level3 Level 2 6eg 12.00 ]9.50 B.D Wall H-t _ 1 12.00 36.50 51.00 39.50 ]9 .6 - Levell L ire 6 ev al 1 Beg 1 6.50 51.00 9.50 Wall 6-1 Beg 1 12.00 90.50 51.00 50.50 10.5 - LineC Level2 e C, Level 2 Beg 3 29. D0 20.00 S.SD Wall [ ] Seg 3 29.00 31.00 36.50 5.50 5.5 - Levell vel l C e 59 51.0 0.50 6.0 xa11 C-l 6eg 29.0 10.50 - Openvng 1 - - 3.50 10.50 16.00 - 6.] unBo Levelz Lve,e O rvel 2 Beg 1 1.00 ]0.0 Wall O Seg 99. 21.D 51.0 1 3 . 5.00 4 Wood Works®Shearwalls LUBe. N-'1822-099NEARWSr Dec. 4, 200911:23:26 I Vpe -Seg =509menkE prl =petlwak4 NSW =non-aheawalL Localion -hlmensiw peP- to ww{ FNS -kngM o/NII-M1N9M sheaMing WNI mup(a)-rerer tp Malenals bVWaP Gmup lahle, rekrb Shear Reaulfs lahles Nr each desgn case i/morefM1an one group 8 of 36 5 9 of 3fi {o?~~ ti x m v z N 3 0 0 3 O 3 a N x m 0 J N G N d L N L O O i~ ig9 r.rnrr... . . ........ ,.......N,,..r....nNrrr..r..,.r,.«..,.....n.......... ,..... .. .. ,. r... r,. ,. . . . . . . . . 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M- 1822.09 $HeAR.WSr Dec. 9, 200912:2J:26 WINO ENEPR LOAUS as mEered or enerMetl wntinue4 E lock 3 Gable ] ->E Liee Block 3 N R Gable 1 ->6 ind Block 3 Cable intl .35 Block 3 E L GaGla 1 ->E Lee 20.3 Block 3 E L Cable - 21.2 Block 3 E Gable - 36.35 30.3 El ock 3 R Gable 3 ->E Lee Line 25 Block 3 L Gable 1 E->W Lee Line 1 Block 3 L Cable Lee Liae 2 .] Block 3 Cable - 0.3 El ock 3 Cable - l .35 31.] Block 3 E L Gahle 3 6->W ntl Line 9E~9 Block 3 E L Gable - ind 39.0 Block 3 CaEle - iatl 99.9 Block 3 R Gable 3 E->N H1nd Line ~2E 0.0 a lock 3 6 Roef - ind - 9.] 63 ock 3 mf - intl - Eleck 3 mf Line - 36.00 2]-4 h lock 3 N RwE 1 - 9.t Block 3 wf Lee Line 26.00 J9.2 B 1ocY. 3 Rwf 2 N->9 Lee L1ne -1.0 fi look 3 N mf - ind - Block 3 N Rmf 1 N a5 Hiatl vv,e 1.00 26.00 39-2 e leek 4 wf intl - 12.00 5.3 Block 9 wf W->E intl Liee 13.0 Eleck 5 mf -1.00 3.00 16-0 Block 9 E Roof - Bloek 4 m£ - - .00 ]3.00 16-0 61ock 4 mf 6->A Lee Line -L.0 13.00 Block 9 E Rwf ] E->H - elOCk 9 E RmE - intl - 23.] Eloek 5 Gable vntl 36.50 33.50 Bl wk 9 L Gable - ind 30.] 61eck 4 Gable Nfntl L1 ne 3350 91ock 9 S R Gable ] 5->N Liee Block 9 S L Cable - 20~] E1eek 9 Gable - 26.50 33.50 0.0 11.6 Block 9 5 R Wble - 0.0 63oek < S R Ca Lle 3 N-a5 Lee Lvne 33.50 90.50 11.6 0.0 Block ~ Block usetl in /vM 9ene21ron, Aaum. =loads Imm one black mm6ned wrtM1 anoNer, Manval= vaeren2red bads (so no bbck); F- 9uddMg (ace (nsM, souM, easfw weslf; Ekmenl-building aur/ace on wbich /Dads penerakdw enkred; Loatl Casa-ASCE I P/I heyM1fs Ceae f or 1. ASCE Ilow nsaT = Transvertt. L = Longdudinal; Sutl Oir WirMwaNw IeewaN siCe of Me Euibinp; Pral-ROfile (dislribuAOnf; Lmalim- sfartand entl painh on buiklirg elemm(-Mapnkude- SIM=intensity o(uw/wm andpanf bads or blOnos(infanvfy o/bapexoNal baQ and=right intensity o/bag bad; Tnb Hl-TnbutaryhcghfoWSewpp'red area bads mly Loads on Me North, East, SouM, Weaf lace(sf basedm IO ps(minimum windpressum as per ASCE ]-0S Section 6.19.1. Woodworks®Shearwalls LUBB. H-1623-095HEAR.wsr Dec. C, 200912:2J:26 Block 9uilding fam level MagnRUde ~psfl InR' End Zone Block 1 Mee[ R la ck 1 F.a ec BlOCk 1 ucF 19.1 1].9 e la ck 1 xaxcF ] 19.1 1].9 Block 1 63a ck 1 1 Block 1 Block 1 Ea [ 61ock 1 w[M1 1 14.1 E leek 1 oeF 3 B1ocY. 1 Narth Block 1 No[[M1 3 19.] 3].4 12 of 36 13 of 3fi Wood Works®ShearWalls LUBB. R-1822-095NEAR.wsr Dec. 4, 2011912:23:26 Leaell Magnimee rob Forte 60IMing Blxk Wall Pmlk Locallon 1111 9bz,pll,PStl VfiEM fir Elanen[ Line Sbrf EnE slatl EnG X roof Block 1 aof Bloch 1 5 FnoF Block 2 LS e Oaple Block 1 L1're 63eek 3 Line .e o am[k 3 s. oa[ Llne oa( Bloek ] Line Gable amok a e Line N B R Gable Block ] B Ll ne ]0.'/5 61.00 0.0 5].l o[n Xa 113- Na 3 aln w11 r Na ocn xa11 s- Na o[n Nall 6- n/a o[n xal s- a/a Wau B- a/a a/. von vau o-3 Na G =oe u.a0 sl. oo 90.0 90.0 leVell MagniWOe irlC Force BuilE ing Black Wall Prollle Lo[sfian (fl] (I he, Pll.paff WIEM 0o- Elemem una surf Ene sun Eaa alock ] Llne oof Block ] 3 E-W Roof Block 9 Line 0.00 Block 9 3 R Gable Block ] Ll ne 23.s0 JI .6 R-N Cable Black 3 36.2 9900 0.0 ]3.6 Gable Block ] R Gable Block 3 3 Line ]6.26 E-W Pleec F] n/a 29.0 35s.0 ]s5.0 E-N Floo[ F9 n/a 1 one 99.00 99.00 135.0 136.0 och Nall 3-1 n/a 3 one 39.00 99.00 90.0 q0.0 Floor F9 n/a 3 Line 9 3 E-W Plooc P1 o/a Line 0,00 ]2.0 ]0.0 ¢-W Floo[ F3 n/a roe 13.00 ]9.00 323.6 122.6 Boch Wall 3-3 a/a rm 12.00 39-00 90,0 90.0 - Floo[ F1 n/a Lioe 6 Y Floo[ F1 n/a F Line .13.00 39.00 133.6 133.6 Boch Wall s-1 n/a 5 Liae 13.00 30.00 90.0 90.0 6-W Flooc F3 n/a F Line ]9.00 99.00 366.0 SS S.O Bach Wall 5- n/a 3q 0 m[n Wan s-~ a/a s =ae 39.88 99.88 40.0 40.0 Roof Bl oak 3 Llne -1.00 36.00 ]06.3 N-6 aof Blo ek 3 -1-0 $6 .0 Sn 6.3 ]06.3 ooE Block 9 Line ]6.50 3 - aof Block 9 90.0 L Gable Block 9 Llne 36.s0 N-B R Ganle Ble ck 9 90.60 N-E Floo[ P3 n/a A Line ]6.50 90.60 2]0.0 220.0 BecF Wall B-1 o/a B roe 26.60 s1 .00 90.0 90.0 N-B Fleo[ F4 o/e B Lfne q0. s0 61.00 160.0 160.0 Floor F1 Lioe 10 Wood Works®Shearwalis LUBB. H-1822-095HEAR.wsr Dec. 6, 200912:23:26 even wall c-3 a/a a Line u.o0 36. sp 90.0 90.0 x-s Pl oo[ a Ma c =na a.00 36. so 100.0 100.0 BoCM1 Wall t)-1 n/a B Line 21.00 51.00 90.0 90.0 N-6 Flaox F n/a O Line ds.0 100.0 00 0 - Fmo[ F ~h B 330.0 230.0 Floo[ F4 n/a a s1.0 N-6 Fleex P1 n/a 6 Line 0.00 35.00 126.0 13 E.0 even wau 3 n/a was 9. BO 99.8 0 Bocn wau o- a/a 3 Lme o.o - ccn wau 3-i Na Ba [h Wa119- Ne Lle,e 90.0 Bo[h Wall s 1 n/a s Lane 0.50 90.0 even wau s-2 n/a zs.so Beth Fall 6-3 n/a 5 Line 25.50 90.0 BocM1 wall A-1 n/a 36.s0 Bo[h Wall B-1 n/a Line 40.60 90.0 Been wall C-1 o/a Lane 36.60 90.0 Bocn Nall O-d o/a O Line s1 .00 90.0 even wall a-1 n/a s =na 0.00 3s-00 90.0 a0.0 14 of 36 waaa rogeneare,na:,, Gne /oaa is assgneE b; only 11 a-aa maea 15 of 36 Wood Works®Shearwalls LUBB. H-1022-09 $HEAR.WSr Dec. d, 200912:23:2fi SEISMIC LOADG Level3 Fora Pmfk Loutian [g~ Meg [Ibz,pM,pzQ DH sun Ene scan ene e oeoc is o E w c is a~ ~a Point ieael\ Force Peollq Loet nlitl Mm llbs,pll,psQ Olr Statl EnJ SGrt EnE E-W Wne 9].Z 12.0 6-N O. SD fi W Wne 22.50 33.50 03.6 E-W Llne 315.6 6-M Line - 133] 125.3 13 33 - 99~p 230 230 D.9 6-N Po lnl 0 B-W Line 99~0p 50.00 93 5 91. x-s m~e 99 N-9 oo x a oo ]6 T ez a . . e2 9 N-9 Lane ]5.00 35.50 ]9 3 36.0 5 5 190 199 26.50 N-9 Lane 33.50 05.] 1.5 Point 90.50 9D.30 9 99 - 91.50 69 ] 69.2 Sl.pp 99.3 N-S Point 51.00 51.00 362 26 Loatls in 2hb wn be accumWa(ron alb Ma fiom eral6uiMing masses,wtbey eo no(mrespene witM1 aparM1wlar builtlinpelemenLCwalron- Sfanatl entl el baE in tlireclbn ParyeMroularb sekmic bete eiredAn NIIONS enfaotl by Me usn mgeneafei by programere apac6aC (unlaCneef batls.Thapryram wYl aPPIY a Iwe lmbr o10I0 entl reliahiNlW aEUntlancy /actor ro seisms bees hekre eisfnbufing them fo fhe sneaNms. 12 Wood Works®Sheafvvalls LUBe. H-1822-095HEAR.wsr Dec. 6, 200912:23:26 No1XrSOUtlr W For sheer FOrce [pIQ Allowable SM1ear [pIQ CtlL Sheatlines G Dir Ltl. Case V bs V/FHS Inl Fx[ Co C TWI V Ibz Fes . Line1 Leven Lnl. 3 e aan 1.9. nn s] 339 1. ao s 33s e9 Da urez Le elz = : t ev l Bnch 2e3 39.a ]9 339 1. po s 339 62 0.0 evel 1 ~ ~ Bach 2091 63.9 133 339 1. 0a 9 339 5]55 o.I 3 u Ieve1 3 ev 3 ch 1993 96.3 a9] 339 1. 0a B 3]9 2539 0.5 level t L 9 .si1 3 mr.n izs.e x all 3 ] Barn 2pv vs.a 339 1. pp 339 s9 0.3 urea Le 3 .h m6 n.6 lpv 339 l.Dp s 339 .a pa une s Leval2 L n s xail S o~ au s 3 e em 6ze 63.a 6a 339 .. oa 339 33 D.3 L ven L S x a11 S Bach Mall 5 3 Bach 1302 136.6 126 3]9 a. p0 ]]9 33 0.3 East-Wezl W Fw Shear Form [plg Allowable SbeM (pllf Cn[ shmrlinrs G Dir L6 Cam V bs V/FHS Im E[t Co C iolal V bs Fes. LIneA L I ~ L 1 a ach L 602 93.0 5] 339 3-p0 5 339 35 0.1 Llne 9 Leva13 Lne, Lev2 ach 6]5 2].6 2] 3]9 1.00 9 339 a299 0.0 Leve11 a6, Le 1 0o ch 1]90 ]1.0 165.] 339 ].p0 5 339 35 a.99 l C Level2 ev 2 6o ch 1595 51.5 301 995 ]_p0 S 995 ]] 0.5 Lecell 1 Le ~ a[h 1 32]2 69.3 311 638 1.00 S 63S 66 0.9 we D Levelz LM, Lev] ach ]93 29.] ]] 339 1.0a 9 3]9 6]]p 0.11 Leve11 LM, Levl 1 ach 3351 99.1 140.] 3]9 1.80 5 339 5916 0.92 Llne E Ln E, Levl a[M1 190 5.6 5 II9 1.00 5 339 8963 0.0 Fk3ible Diapbngm Wine Design WGry -Wap getup as IisleO in Ma!enals fable; Far Case 1 a 2 ASCE Ilcw naeT =Txnsmrse. L = eneamoam teach bywm wan: mrax-eaae anm e rw wall xm cmiral eesign response an una; wFHS•-wsign meararoe apaaryoMlaior aheafM1ing:ExY-Uruf shear wpatify o/exterior 5neafning xRre5.5 = Sbpn9esf siee on/y,X= Stmngesf sbe or NOCe weakest Tofal'- capacRy e/wafl or bfal wpatify of aneaeina; Cnf Fesp' ~ Crifiml response = vapW~navcap = cesgn snea-roaemmr shear capacity Nofer ViFHS shoan is shear rww b use m sM1eawall hasi9n. Vmax shown is V6HS 6iWeetl by perro-aGan (adw Co; rt is fhe tease sM1earb ba uxeM mnnMbn entl m'bc}or tlavgn using /9C 3J05 J.9. P.S ene SOPW5136 f 11. Helrb Elevation View eiaprans NrmNViEUaI brel Nr uplM ancM1Orege Mre f kr PelrorXed waNS given by IBC Sd05.3826,8 a]e SOFWS 436.4.$4. 16 of 36 13 17 of 36 Woodworks®Shearwalls LUBB. H-1822-095HEARwsr Dec. 4, 200912:23:26 G RG GSTRIIT <NO NOI Leven Line Wall Posironon Wall or0 m Lxaaan ~H~ S T Ld. Case SM1ear Tensile HOlddown /orte 9bg Deal U IiX CmE'a Dngzbut Font bz Gne1 - Lefc w 1 EM 5 1 d Rig h[ Nall o.oo a0_]5 063 9 Lbre 3 Xall e - c Opeai ng 1 Rign[ Openr ng 1 - Right Hall fl 1300 33 - Riq nc uall E,W Opeaing i zl Righc Opena ng 1 31.00 ]9.00 2 ure - Left xall EM s a - opening 3 h s - e R19 nC Opens n9 1 Ll n ] Eleme of - Left Opening 3 35~a9 ] 9 Righc teem a9 3 30.3 e 9 Element e R i9ht W l o Xall ]5 - Rig h[ xall 6,W 3006 30 - Le([ xall EM R igM1C X al Left Opening - Right opening 1 - Let[ Opening 3 Rig ht Ope al O9 3 36.50 20.00 q3 urea - Nall E 0.50 R ig nC xall Ena 033 8 a 1 Rignc xall EM 90.50 13.00 00 Ll ne S L 5n 5 le of _]5 i xa11~M t Le([ O ing l na 25.3 Righf Ope irg 3 - Lef[ Opening 3 - Rignf vpe ni~y 3 012 R lgbt xall EM 1515 1515 5-3 Le ([ Openf ng 1 Rign[ Opens ng 1 Lef[ Openl ng 2 ] Rtgn[ Ope nlrg 3 si. 00 ]9.50 l] Lire A - Lef[ Opening 1 Le([ all Entl - Rign[ Opening 3 5.25 aye - Ragn[ Wall Entl 950 9 - [ Opening 3 el R gn[ Opening 3 ]5.00 0.00 ] ore aleAentl s v au a n w s - g t Xall E d 1696 vz 3 Lef[ xal] Ena 90.50 1].00 99 LIre C - o-~ Rignc Wall End ua wau Ena - f Ope nin9 3 - Rl ght Openltg 1 v ]]90 3] x g nc M n LeE[ Ope ning l Righc opening 1 3e. s0 ]9.00 90 LIreD - Rignc We31 End ¢leme of 14 18 of 36 Wood Works®Shearwalls LU80. H-1822-095HEAR.wsr Dec. 4, 200912:23:26 ORFGSTRUT PNO HOI aazign. ttnenaeel - -¢ Line E2 - R-3 Element c opeai rg 3 Right OFeni ng 1 Lefc Opeairy 2 Righc ope„i ag ] f opea iagal R igh[ Ope ai ag 1 c opening a a,yhc opa niag a Left xau Eaa Rtgnt wa 1 ena .a0 s 39.~s .00 9 o9_aa 1]8 s 1 s 9 Level3 Tensile une- Pozinon on wall Locam n DO Nolamwn tore Oba] Draszbm wall ono en x r Le. ease sneer Dona u nn cmnn Pow ea ores - Leet wau sea u~oo <e.z 1 a RSgnt wall ena ."/s 113 113 Lme ] - Leec xau Ena 36.s lsel ]-1 Leff Opening 1 6.50 15.]5 3501 Right Openin^ 1 26.50 20_] 3-1 RSghC 31 E d 50 3 .]5 1581 35 3-1 Righc Wall End 6.50 ]9.00 - Leff Opening 1 36.50 16.0 605 3 1 S ohC Opening 1 R 36.50 30.SO 39] s Lina 5-1 Left Wall End 1 .35 50] 502 - Lef[ oening t 503 Right pens ng 1 51.00 21.]5 502 - RigF[ wall 6ntl 51.0 503 5-2 Le F[ Wall End s ao 3 s i 503 502 s-] Right wan sna .- i soz s - Righc wall End 51-0 20.0 16 Lefc Opening 1 90 5-1 Rignc Opening 1 1.50 1 5-3 Le £C Wall Ena 51.00 ]9.00 22 L'ne B ' B-1 Leff Mall Entl 311 3 Rign[ wall Entl 50.]5 12.00 221 3 Lme C - Le £f Wall Entl 21.35 29.0 3]90 - Rignc Wall Ena 3390 2]98 1 Rlg nt Wall Entl 26.50 39.00 1 326 una o o - Left wan sna 1.3s 9.00 3 3q] o i Left Op en ing 1 39] O-1 Rlg ht Ope ntng 1 39] 0-1 Lefc ppming 2 .]5 9.00 39] - O 1 Rignc Ope Nng 3 92.]5 9.00 1 39] Rignc wall 6ntl 50.] 1 291 ~ 39] o-i uet opening 1 - o ~ Rlgh[ Open g l - t Opening a a, a oo i v-3 gnc opening a 93.vv 9 . la L»e~Wall-SdeerNne rorfOmes cankd by vetiwl ebman(s,watl/wb¢es ar wall or opening entls: POSdbn..: Vert. ekmenf= mlumn Or s(renplhaned aNas rey'UOfaerwise indicates sNd bcaran at watl and Or Openng; Inca00n-COarbnafes m Plan View; Ld Case-Reauttsan/d Ceatl batl conhAUfion to ewndined WCe is hUOred by D BO boa camhinaXen racbr Rekr to SM1ear Reaulfa fable kr peRaaNOn rxrors f rhia IaDm m~waa ronsivn naadown rome6 oiy 15 19 of 36 Wood Works®ShearWalls LUBB. H-1822-095HEARwsr Dec. 6, 30D912:23:26 Wood Works®Shearwalls LUBB. H-1823-095HEAR.wsr Dec. 4, 300913:33:26 wlGa sNpnpR Da6igG axD LLaoDlxcb sxEARUrvE NoMSOUM BbeaNi~g@ex Fastener WMdnwal [Ibz[ Rrvice Lmd Shearlinu Forte Cap Ford/ Forte Gp FortelGp Factors Line Lev G G End In/ End In1 Tem Moi9 ]6 n.)a 5 a 1 11.9 90.0 0.3 ]3 39 6e o. 19 O.a 1.00 1. EasbWesl SMaMlnp [pztl Fastener Witldrawal ~Ibs] Sorvlce COnd Snaatllnez Po~¢ Cap Por¢/ For¢ Cap Far¢/Cap Factors Llne Lev Gr Ca End Int Eno Int iem Mob1 A 1 S 0.39 0.28 1~0 1 1] 9 C 00 0.36 23 66 039 0.20 0 1].9 0.39 0.20 .00 6 1 1 1].9 90.0 036 23 19 66 0.39 0.3 1.00 1. GP-Walllhagn Group, resulh 6r Cesgn pmupa br nyid, fiexid/e desgn listed breach wap; SnealhNg: Forte ~ OnR arra endzme LBC baJ Cap ~ OuFO(-p'ane bendh9 capacdYOler(erbr aheafhmg assuming canGmmua ovr] sYWS; Fastener WiMdrawN- Fome- Poma bi6ulary ro earh nail in end zam and iMaria ions: Cap-FeCOretl withdrawal wpecify orim5vidual hslener acrording fo NO511.2~3 16 Flexible Diapbrzgm Seismic Design Vertkal EaMlquake Wad Ev = 02 fills 0; Sds =D. BI; Ev = 01I] D un/ached: 0 f2f 0 Factored; IWaI deatl bad ladoc O6- 0121= 00]9 tension, LO ~ 0.121=1.121 wmpre ssion. Buildng Area Mass bz 11 Bbry Snear [Ibs[ E-W NS R¢Iiabiliry Facbrp EY! NS Le`reI2 ]2599 9906 - - Levell 160] 9660 - - $WC1ure 6]99'! - 9066 9066 1.00 1.00 NoMSOUM W For HM1N FaR BMarFarce ~plQ Allowade SM1ear [pIR Crit SM1earlines G Dir Int Ezs V ns VIFHS Inl Exl Co C Trial V IES Rez . Li¢ 1 Leve11 Le 1 Bo[n 1.0 1. ]3e 29.1 ]9 393 ].00 B ]9] 60 0.1 LIre3 Le el2 3 3 ev cn l.0 1. 390 19.5 19 39a i_00 S 192 90 0.0 Levell Levl cn 1.0 1. llal 9].3 69 392 ]-00 S 393 91 0.] Llne ] Leve13 ev 2 Wtn 1.0 1306 90.e 1]9 312 1.00 0 ala i] 0.0 Levell Be - s `n 3 1 ocn v.B 1 Ss sl 96.9 96 :93 3. BB 3.3 30 0.9 une< La 1 u e, cn l.d 1. 692 19.3 59 293 3. BB 6 39] 39 B.: S Leva13 oln s w.il s Rau s 3 cn l.a 1 a,3 63n 6] z93 S.Ba :9a 29 o.] Level 1 L 3as wai3 s Rav s 3 cn l.0 1. vv9o 3z s.] vs a9a v.BB :9: v o.s EazLWest W Fa HIW Fact SMS Fwro~plR Allowahle 5nrai (pIR Crlt B nearllnes G Dlr Im E[1 V Ea V/F XS Int Ext Co C Tohl V Ibs Res . LineA Levell Le 1 oN 1.0 1. 259 1B.5 39 292 ]-00 S 393 35 0.10 Line B Lece12 ev ] o[n 1.0 1. 625 25.5 35 393 3.00 9 342 59 0.1 Levell W0, Le ] acM1 1.0 1. 1118 95.6 106.9 292 1.00 5 292 2539 0.9 Line C Level3 ev 2 3 BoCM1 1.0 1. 1]B3 96.1 251 353 1.00 9 353 19 0.>1 Levell La 1 2 BoCL 3.0 3515 99.3 339 ]BS 3.00 S 205 93 0.89 Lme O Leaelz ev3 1 ecn 1.0 1. 10]6 35.9 53 ]9] 1.00 S 292 90]6 0.] Lew11 Le 1 ocn 1.0 2219 93.5 13 e.9 ]BS 1.00 S 1B1 36B] 0,3 Lb~e E Ln6, Levl Bocn 1.0 1. 336 9.9 9 29] 1.00 9 292 60 0.0 ~en[w and efwm wall sheaN ngreV eFacbretl sM1ear hme apptia-0N entire ne aM amount taken by each wall; vmax ryEa¢ sM1ear VrFHSCO = Factored shay lwca par unit NII hagM sM1ealM1ing, divided bV Porlorahon (acfw Co as per SOPNS eqn. d ]-6, and IBC eqn. 23<. Fdloxing values maM1ed wilM1' means fM1al value br sheadine is lM1e one la wall Mlh tiRkal design rescense on Nna; ViFMS'-Gsign shear /wcs =/aCwed shoar /wce per and Tull heyhl aheaMinp. InP- UnR shearcapauy o(infa'Ia sheafhiny ExP -Uni( shear ¢paM'oPoxMior sM1eOfhiny 20 of 36 17 21 of 36 Woodworks® Shearwalls ~U6a. H-1842-095HEAR.wsr Ox. d, X009 fY:13:16 LO'-Parlara6vn tacfor,F 5healM1ing combNalim rvle,A =Add capacttiea,5 = Shongasf aitle only,X = yfonges(aNe w Mrm weaken[ TIXar~ Lwnbined unR Sheaf capxrty ~^c. parlor&ion /actor and HAV Ixfw;V ~ Combinetl sM1ear wpacM o/wall ortWal wpaciry o(sbeadina; GRFesp'- LnRCaI fe5ponae =Vap{vFHSNCap `design Sheaf Iwc lufuf Sheaf wpMNy NWes' V6H5 sMwn is sheaf bfce bf use b sbeafwell tlesryn. Vmax shown is VFMS OivHee bypBtlwaM1On /ac(of Lo; d is (N base sheaf fo be usatl in neclbn and mIMUOr deaign using IBC 2305.]8.25 and 5DPW5 t]B O 1 ]. ftelerro Eeva'ion View diagfams bf individual /evel /w uplM ancM1wage (wce f hf wdorefed walls given by IBC 9053826,8 and SDRNS a]6620 18 Woodworks®Shearwalls LUEIe. H-1833~099HEARwsr Dec. 4, 290912:27:36 Leven uno- wan Positisn on Wall oro Location 9l] z v snmr Tmsik IbMaown FOrteflbej 9me u rn emb~e Ora3stmt Fo2e lee uDxl - Lef[ xa E al aignc x i era o. Bn aE.~ - av z ure: - Le [c ogamiry 1 Lefc Wall E RigM1C Opening 3 p igh[ wall E ]13 ] - Righc Well Ena' Le[c Open vng a 3 Righc Opantng 1 21.00 l<.D 3 Llcre ] Lefc Open i,g 1 a sa Leec x Ena - Rig LC Opening 1 E lemen[ ]93 - c Open ifg 2 6.So - Right Opening 2 Element - Rlgn[ Wall Ena Lef[ W E 25.00 R igM1[ Ha13 Ena .>5 ]]6 ] Lefc Nall Ena - Rlgh[ call End e Openiey 1 Rig h[ Olc nl ng 1 c Openi,y 2 Sig 3 Righc Opening 3 36.50 ]B.D 33 A une - Leac aav a n.as - Rignc Wau spa u: R i Rignc xau Ena .B.sp la.o .] une S - Lefc W Element - l c open ieg 1 L; ne s Ele menc E le menc - RSgnt op ning 1 _ e Open ieg 3 51 ~0 15n[ Opening a RigM1C Wall E o i5al 1n - Le [c Open log ] - Rig h[ Opening ] - Letc Opening 3 3 R igLC Opantng 3 39.5 ll Line A au Ena es 3 openly 3 a i.zs - ignc opening v - Righc well Ena la] - Lefc Opening i 3 Righc Opening 1 35.00 O.o ] Line B elemenc oo .x Wall Ena a ~ . eisnv xml Ena _ s i:.0o ms6 vo cv Lem Wau Ena •o_sn 3:.8 63 une Leec xau E a Leac open. ng l - i e Rignc OPem ns z a z. o z. L n c Eleaenc e n _ ~ ~ Wav Ena is 36ze a9 Rigl,[ Wall EM [efc peniry 1 a)6 v Righc Opening 1 1E .50 a•.O 31 une o ve:c. elemenc u.u e ne - s zs e c.EC W ~ Line D Ve[ Elemen[ ANO HOLOOOWN FORCES 22 of 36 19 23 of 36 Woodworks®Shearwalls LUSB. H-1833.095HEAR.wsr Oee. 4, 300913:23:26 OMGSTRUT AND HOLOOOWN nuetll - o-a - LI¢ E ] - ¢-1 Left o¢mng v Right opening 1 Left O Rignt ol>e~.m3a Rigel Wan 6.m Lefc W>11 6na Le([ Open ing 1 Rtghe Opening 1 Le£[ OI¢niag 3 Righc Ope nieg 3 Left wa33 Eatl Righ[ Nall End ~s e.00 34]9 .0 4e_0 sao 6 s 6 B Level3 TBnslle Lino- Poslfbn on Wall Locatlon [Itl Ibltltlown FOr¢[Ibzj Ore9sGUt Wall 0~0 In % Y Sham Dead U Il tl Cmb'tl Fome Ibs Line 2 3-1 Lef[ Wall find 156 - 1 Right Well bad ]1.00 93.] 156 156 Line ] - Lefc pen ieg 1 15.] 1]9l 3-1 Left Nall find 3 i Rfgnc Opening 1 36.50 20,]5 1]93 - Rignt Wall sna zs so za oo 1393 13 3-1 Rigel wan end . - Lefc Opening 1 533 1 R1gnc Opening 1 36.50 30.5 ]5 Lines 5-1 Lef[ CTaen i,g 1 S1.D0 .'/5 593 s-1 Left xau Eaa saz - Righc Opening 1 51-0 593 592 s z Rrgh[ Well 6ntl g93 - Lefe n'all 6na s-6 Rfgnt w>u saa si.oo .~s saa s - Right Wall End 38.0 1'! - Lef[ pen irg 1 9] 5-1 RLg h[ Opening 1 5-3 Left Wall Entl S1.D0 39.0 24 Line 8 B-1 Lefc Wall Ena sans 209 sa Right w>u gna la.q zD9 ] Line C - Lefc Wall 6na ]1.25 9.OD - Rig L[ Wall End 3D11 2D ` 3 Righc Wall 6ntl 26.50 39.0 1129 une G - Lef[ pen ieg 1 93D D-1 Left Mal] 6na Righc Opening 1 035 - Lefc pening 2 q3D O-1 Righ[ Opening 3 O-1 Rigt.c Wall gna 50.]5 930 9 Lefc Opening 1 ]] Righc Ope nl ng 1 ~00 4,OD - Left peni ng 3 6 1 Right Opening 2 93.D0 99.0 161 Lne-Wall-SM1earNne for /ortw tamed by vwtica/elenenh.watllor lomes of wa/IOropeninB a^dS; POSdim_: Vad. element=columnw #ren9Nerwd SNds req'd ofhamiSa iMicafes sNd bca! XwatleM wopeninp;Incafion-CO-a-dinafes in Plan View; Ld Case-Results areM uifkallaed case: ASCE ]PJl heiphh Case l Or 2, ASCE ]low dx T = Tansverse, L =LmgiNtlirlal; Shear-Factored W+ntl Neer oveMrning mmpmenf includes pv(wa(ion /actor Co; ~atl-FaCwad dead bad rasisfinp romponerr( Uplil!-NObelevant N aeismic deaign; emb'tl -Sum of factored ouvluminp, deatl and veRi¢/earthquake /wces,Omgslruf FOrce -facbrN dreg sfM Nrre & openn9 headers and gaps in wePS along snearrne, iwwes perMafia^ fawrta) eo Notes: SM1ea^vdlls doesrKKUeck /N e:Oer plan Or vm(i5aI5(mUU2lirrtguAiftres. CombNed bad includes vertrcal earthquake bad o/-025ds x seismk loatl facbrx u0lacfwed 0 = 0202 x hefored tleetl batl shown. Rekr fo SM1ear Resutta table br perMatiOn /actors f This table inGides fensicn M1dddown times mly Mchw bolts must incNde minimum J'sfeal plate washers, Nleas( 329'Mick, accoNing roIBC 2Jg531f. 20 24 of 36 Wood Works®ShearWalls LUSB. H-18]2-09 SHEAR.wsr Oec. 4, 200912:23:26 21 25 of 36 .~~:aj~ COMPANY PR0.IECT , -: 5'1~ PaRw Nalilwal Erginmirg Irw . W[Cmmeya H-1@3-09 ~ d93d 109N 616W; 5VAeC FF1 lakcdtl, Wh9m99 - A (253)682~2H50 C N IJ.G C'R.. pec d, p]91?20 Design Check CalcWatlon Sheet sveeo LDADS: oaa ayPe ceibuct - Ittl m9n¢ v t eaa f o n.sm• pac ~e.az emi n o Ivsm~ nt ]'eib„tatr v,ac ~ECl MAXIMUM REACTIONS(Ibs(antl BEARING LENGTHS (in): ' T td 21 'Min. [®nrg IagN Im p2m0 a 121uoima su~ar6 Lumber-soft, D.Fir-L, No.2, dz8" Shc-wegM M6.N pl inclWminlw4'. IAeral supFatity=al suppIX[e, ~Yqn=al supPaas; WARNING: Mem[erlaglM1 Oxmis tryrl¢Ntk'eeglhN2].Oltt Analysis vs. Allowable Stress (psi( and OeflecHOn ( Inl usl,g rvos m65: gDDITIONAL DATA: F/5 cfo eeec Lcp r s e' Fry E' million 1 - - - - - 6min' D.50 million 1. pe 1.0p - - - - 1. p0 1. op - 3 Ebeac : C p3 p~L, V - V aeaign 1]'BO Sbe ee~amgtd: Lc p] a mo-fc e~ai.y 1-1: Lc x] ~ lb.-fc le o i " . Lc as < lh El ca venemiom . so meaa Lmaa ceema,om oaa penemmm. ro m.aeaa mv~e .aw -impact macn,aiom Le-eome.ma.am i, e uu L e lie[ea tna Aaazraia omePOt~ b wa com imc~ome: 1 DESIGN NOTES: 1. Rene MyNrtlM1ea¢IauryaellaYlM limiE Y¢eppppiale SIX yCUl Bpp4calro~, 3. CaM1lnuaa aCaMllrvttm Bwls'. NOS CM~e42.55 r~Wra mn mmN gl iiy porsicna Ceatapm Io Nemia]le 2lJ b! 2sryn one: are m Inc INI Io~gN of oamilaae,a am pnm ¢pa~. s. save IumW hnaine memMa shall Ee MenIM sutyatm aavNa®mtM pwisiars W Nos claise 4a 1. ~ - e: n ma E a nal ai.roe.i A s ..~ . . e~/rv• . cooing 1.1 Eb - fb/eb' eemaim9ld I ee/re• peel's .os <Llsss s/lco [z1 pen's <L/sss Lh4p ~?ji-~: 'I - COMPANY PftOJECi Pttilic NUMxBI EngineMng lM. LuLLeSmeyer H-t 822L9 ~- 491410Ah 5I5W', SUileC FF2 lakenc J.WP98499 _ (253)fia2~2E50 C rv Dec. d,20.Y 1234 Design Check Calculation Sheet smere6 LOADS: oaa type ctmucion acie~ lea m9^ic,aae ema Eoa o eaa ebu A ores. ml- eae ce.az esuA o ta. spl- ae Tributary u athtl F[1 MAXIMUM REACTIONS Ibs antl BEARING LENGTHS in y/i 'y i^T~$ "'g' "r "~ fi" -: i,5i .sK4*~s r~ary~.aia,:* 'mw'=s'6 }~S":.~ 2 ~z y 4 ~.: tir'ty "v i' ,+ 9 'F y +l.K 5`• (t n a' YI Lumber n-ply, Hem-Fir, No.2, 2zig", 2-Plys Sell-aegM1t c!5 ]3 pH iMWm'n ImE; LAeral suppaR Icy lull, Mlwr al SOryaE', Analysis Ys. Allowable Stress (psi( antl Deflection (in( uslne Nos 30J5: ADDITIONAL DATA: F/e cfo cerc ci Lca n~. eso .- - - - - PcP' E' million 1 - - - - - mtn 0. <'/ mtllvan a. e0 i. e0 - - - - 1.Oa 1.Oe - ] c xz ~ aeeig~ - la.a m. ee~aim91.1~ ~~ p] s~lba-fc Oef Section: C p3 6 1E-iN/ply Oef Section - L50 (Oeatl Lwtl Ce(le<tionl . Live L To m.maa L.liv .e1M nimpart ~att„ot.o~ v~-~o„eemttaeal IAU Loe a iia~eam~ Malrai. oucpuu oatl combinaciov: 2 - DESIGN NOTES: 1. Pledee veary Nal Ne tlHauttaella9en IimAS are apro]riale la ywl agiicallm. 3. Sa+m lumber cerdiey membaa sM1all ~ Irtcaly Bugwvlm accntlirg IotM pansvns OI NDG CL>'ne 44.1. 3. BUILT-UP BEAMS: 6 rs asurta] Nat exM1 qy'm asirgk witinuos memM (NA'e:, na Wttpnls xe Paen1) lalmal t~Hnc securely al IntmaR ~ awmirg 9 time IM1etlepN aM Nrt ®cn qv is pually lo,ilw]m. wnere e®ns are skleamem, apecia Ialrnire aelails maY be rrnuim. neatl 16 in9 oatl Comp M] x3 engtb - nal .Sa oalue Mal a e. = e.lw tng 1.1 Fb' - fh/roe ueera - n/saa ~/.+4g [zl oeevm L/'+sa L/zds 26 of 36 27 of 36 LOADS: I~"~ ~ COMPANY PROJECT 1_.: Pacife N«Mvpf Erginedirg lr¢. WLLSmeyer X-1e22L3 4sza 3mP SO Sw; saaec sFt lzke .t,WA9EG99 (2i31fi93~295n rv o,r rv e c c! I rv c pet. 4.2W9424 Deslgn Check Calculagon Sheet Sizes B 0 ~ ~ u MAXIMUM REACTIONS (Ibs( and BEARING LENGTHS (In( 'E t'i:.m '~~ =A >. K ;~_ ...~ s_,~t'••. _Y~. ~~.='x s J T-~ ~S~ 1 v.. w. la 41 Lumber-soft, D.FinL, No.2, 0x8" stll- gMd6WpIIrcIWCl in lca]s; IS«a mplny: t~ «suPwes, em«a=r svpoms', Analysis vs_ Allowable Stress losil antl Deflection lint ,,.:.., unc ano- na1 aia value ceei n value Mal e snwr f.. f../w ~ eenainsea in - d s 1 eb/Pa vefl'n ./ 99 L/36o aoDITIONAL DAra: 6/a ~fn ef[i ei Lea pp i _ mvllion 1 - - - - - snea: cal v. mlLSl, v apx, v aeai9n . 16n ma emir,9lo: ~c a3 ~ v-nslLS). x s lees-e[ of lecCian: L[ p] ]S ILrs) eo6 1E-fn2 GeFlec[ton Se lveetl Loatl M(lec[ton)I? wa Oef leccion. c~~o.awa - ma .impact n.[=nate~ Le-ooneenc[azem all L .cif ~ean.x rne~Awlvsi. e~[p„[~ _ Lnaa rommiaiaciow: 1cc fat DESIGN NOTES: t. Pleaevsny mime aereananlesmn limn are appro«me r«>wr apWiwrlon. z. sam, wml9« e«aa9 memee~s enmi be I«emlM sappn«f x«.eire a(ne pmwims or Nos aaxie 443. 28 of 36 Y ~, i =- Design Check Calculation Sheet 5¢« 8 0 wa Type mefaen[a - Ifq ena v+9~[waa sna v west n,u A as tll. sp)• p.f wa: reu A ovlu.svl• pae oaa] FL I1 A o 16.001' pef oatl0 Live r u ~ a 16.001• pe£ veaa o p MAXIMUM REACTIONS (Ibs( antl BEARING LENGTHS (In( w., y. ~-tom 5 k '. ~$ t 4'.;:.: ~'' .. ~b 6 Lumber-soft, D.Fir-L, No.2,1x8" SNLnegMM6.03 pl! IndWN m'~s; Lderal auiy«11a~ al supapb. dA«n=a1 sugM4: vs. Allowable Stress IMSI) and Deflec[lon (inl usim NOS 3ao5: aenai peel 06 - se 333 ee/pa• . Lvve 1'n e. ..L/999 0,20 1L/36o 0.3] ADDITIONAL DATA: Aem F/E Cfu Cfrc CS Lep Fb'. Pcp million 1 - - - - - Emin' p.59 million 1. pp l.o~ - - - - 1. ee l.ee - ] snea[ ~ C b] U.. ]S IL.S), V V eeeign 1]11 lne aenaing l.): LC p] ]S IL.S), x - LC ql ]S IL.aI 6 ]b-in2 calzCeflec[ton - 3. SO (eeatl Lme eefleccionl 1. yeses Mfleccion. Tol U.tleatl L.lly Intl I=tmpac ne.zuc[ron Lc.concen[ze[etl1 IAll L e v ~eun.x cnexAwlrai. wrpec~ c comLina[veoe: I - OESIGN NOTES: t. Pl~e.:rrtymaime aelasnemae«i lima «e appgr'ale t« yar aagmari«r. 2. sam iame« en,abN meme«s slyll ce IAmlly suppoltea xmre,rM wore pmrsvs m Nos cuL:a 44.3. 29 of 36 ~•^e~'i-~%' COMPANY PR0.IECT 1 Pacnlc NornMpst Erglres+iy lrc. WWameya WlBY1~ '~ ® ~ 49]4 t09N EI0W, 5uneC SF3 lakew~ WA90499 (R53)fiB]-]B50 A. Oc. 4, 20]9 t2'.]4 Design Check Calculation Sheet 5>00 LOADS: oatl type craeucr - n Iftl Nagar Em Ena x Peas of laasm• peer Eull n o la.sol• Lmdbucary N av(fcl MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) n r y le ~ ' T - ~ i i PSL, 2.OE, 2.DE, J-1/2x9-1/d" SellmcgM N t0.13 of InclWa-1In Imts: lieral suppat [cry- n s upR+>y. OAUe= al suppMS', Allowable Stress (psi) and Deflection (In) usly nos nos: vaOe I 15 110 PPo' - fC/Eb' - rve (1'n ~ ]L/BrB 3L/]6o O.aa ADDITIONAL DATA: F/E Cfr[ LCp mvn v.04 million ]. BO - - - - 1.pp - 3 Shear [ p3 ~ eeign 1 e~ e a 501 1La aia91.1, c pz l fc s c pa a oeei e ~ In ee mn = s o~ce Te aa m.a nenea.om ci.e L eeneaion. ln- 4-live Ue~c c I.impacc nec r a iucoon Lc.cov:eeac xaceal a a e u lA ea ~ A~ yai. o~tpur~ Lwtl cambiw[ione: ScC IBC DESIGN NOTES: t. Pl~eranytnatne aelaun tle(IaYicn rmas are aPwwri«e r«wxrapgmaem. z sclaEAMS (svuaual eompmne wmml: fne anacnm scl selxtim is (u adlmieanees9^ «:ly. F« final manba a®iyn mganpur IerA scL manna rarer 3. s'eetaM«s v«y van me m«aeaaor« m an«n«(« seL m~«ian. Tnev can ce<Narem'm meearae~e miw. N O 1'N C 4& '~G f ~' Design Check Calculation Sheet 5¢er 0.0 LOADS a Type crrbocr - a (£c] Magni[utle Vni eaa Loaat 11 OC f6. 501• pef oatl3 Full A p (6.501' ucary xia[hv if[1 MAXIMUM REACTIONS (Ibsj and BEARING LENGTHS (in) M A Sr`.'µ R 'eR1Y1i ~ Nr.I kA ~A y{ 'W.. In' rcFl Lumber-so([, D.Fir-L, No.2, 4x12" SellvregM 01035 ql ircJUtld'm Icat; lAaaISURVI lop=ASYty'P'4, hR«n=naugv6', Analysis vs. Allowable Stress (psi) and Deflection (in) ezlns Nos xao5: verve Aaal a • e fv/rv neiry 1.1 tta rb' fe/Fe' cal eefl' v, L/0]] 5] L/]40 ADDITIONAL DATA: F/E Cf cc CS LCp Fh'. - 3 0p Ecp million 1 - - - - - Emin' O. SB million 1. pp 1.00 - - - - 1.00 1. Yp - 3 - : ~ai L~ a] v aeaisn • ]44z 16. ae ns c.l: c a: Ue(]ec[SOn: [ p3 6 16-Sn] z w . le 1 mm ' a fo=es L a oeu m.om wa oefleetne.:_ C aeaa 10 L live ind imps[[ netiaetlan Lc-eonceacrate y -c d) IAlI LC ie ]1 [etl Sn [be Malyeie oucpucl Lwa combiv~ [ion~: ZCC Z6[ DESIGN NOTES: t. PleirsaverMniale«aetaxn aen a«i omi««e ap««viale («yarappiwoan. z. sa..,, wme« e«eire m«en«s slWl ee la«aavsxllwnm anc«aire m IIK ««,~i«~ m nos ela.~e 44. t. 30 of 36 31 of 36 ~.~~~ COMPANY PROJECT PxRlc NOTMeI E,glneen,p Irc. W Wameyer H-te]3M 4930109N SI SW: SUneC SF< laNew 1. W A 98493 Izvl eez-2es9 - _ _ .i rv. ~. Os.g2W912'.24 Design Oheck Calculation Sheel s «eo LOADS: a type ecribuuon eac- aeon I[cl negniceae unt eaa eaa [ (1¢.01• peE oatll Pvll a 0 Live Pull A o (16. a1' ai i bu[ary w t, lint [ MAXIMUM REACTIONS (Ibs) antl BEARING LENGTHS (in) to 14'sl Lumber-soft, Hem-Fir, No.3, 2210" FMpbt ¢(.ecN x116' ele, SaY-xtlgM d 38] pl inelWa] in Ya1s: laical suppat:lop=lu4, Mttrm=alsupLab', RsCelRrve Ixltt: appRa] xiiae p'rmin 11rNa to mllne IMpI. Analysis vs. Allowable Stress (psi) and Defledlon (ink uua3 Nos zaps: Arel ai./pesi a[ no - c.,/~ n snear eaaingo-l fb- n/ee~. lw~ S 6a pecv~~ W4v - eev ~,, c/ono ADDITIONAL DATA: P/s ~p as Cck FcP' a : i.oo l.pa - - - - v. oo ..ap - z mva o.a1 muvice c kv v aemsa - 4sp lee w ee e,.oal, xv - ie ma. w ka L vreo6 - pen~[ e o. o oaa ceneam,,. o me.a L a peneaeoat euemioa = ra m aeaa L=r.e - ia:eam n.e..,e[.o., L[.eaa~eacra[em c ~ a . . a[ea[~ lnu Lc = v. cne A~ vv w combin a. - DESIGN NOTES: 1. Remeaslrybd 1Ne adaan aenaum omns a<e apRoprab l« vm~ appi~lm. 2. Sarm IumEx benain9 man[as mall Le Ix«alry suryvlM xwEi,g tONe paams of NOS claiee a a 1. peas c.v s osa comn xa uz ea9:M1 ~'~--.; COMPI,NY P0.01ECT PxRk NwbMSl EtglnreMg lrc. LUW6mrya H-1822A9 <g14109U 515W; 5UReC sF5 Lakerozl, WA 99459 12v1 sez-2as9 -. , r.i G c ,v ~ ptt. 4, 20091225 Deslgn Check Calculation Shell slier a o LOADS: a type aiba¢ioa P - ~ reel na9ai¢uae eaa eaa a oaal ceaa b,u A o[u.ool• pae O I5.0U 1• [IEU[ary w n~lECl MAXIMUM REACTIONS (Ibs) antl BEARING LENGTHS (in) 0' el 'Min. EeaR,g legMlnt ns et?!w rem suppau Lumber-soil, D.Fir-L, No.2, 6x10" se11-vrcgnto1169 pll lridutlM in Ys15; load ¢uw«r lap= a¢~pwM. xnwn= a ¢~pPwa', Analysis vs. Allowable Stress (psi) an0 DeftecUOn (in) uslnd Nos zms: ' vane vama sn..~eZ e./rv eaaaa3lq aaae - eeb'a ro/PL~ - oefl•n ~L/999 1W)6o oea•a ADDITIONAL DATA: P/s cm ce:c Cca mui,aa i - - - - m_n p. sa milvion ¢. as 1. po - - - - v. oo v. pp - 1 [ k0 v aee[gn - sva lee ing (•I: CC p2 a 1Le-f[ peftllec[ion~. C p] 6 16-iN cav oeeveaioa - m~peaa Lo.avicefle<ae~l cenle[uoa. ram-ceaa o-li.e - ,mPam aac[~maa L[-eo~aac[acem uil L a u.~eea, A~vvai. au[P~cl e wa e DESIGN NOTES: 1. Rase[+sRytM1allFa Main aefiectim IIml6 xe apprrynne la yal aPplicatim. 2. sa+m lum[er beMiy menbm sM1dl ce IdcallysUppalM ttmb,p bike pronsvs OI Np5 Case 44.1. -- -- 32 of 36 33 of 36 COMPANY PROJECT PacRw NMIM~IEyi~leailglrc. WbMmrya H-1823 I~ ~ 4%I<109N 5\$W;SWeC Rt taknwN. WA 98993 - (3531602--3050 N G,~ N C G R 1 Iv G ppn_4. 21%191235 Design Check Calculation Sheet siztt a a LOADS Loaa '1yPe pi aieeuoo LeS^ L ~ [~) L„a s w c LOid$ Sn A 11 A el~ z oolll Pee , e.b„ee~y w ac n iw MAXIMUM REACTIONS (Ibs) antl BEARING LENGTHS (In): 3 *-I+u~J"` ya ~ ~ ),~t g .,' ,a aqf ~'A ` ~ t U s ~'-w A .Tr --'4` °x+ hy In Lumber-soft, D.FIr~L, No.2, dx8" 591~vu3M d 6.0.1 pY mclW~ 1n IoMS; Latta saPP«I.+w= a aePwaa, palam= aaapp«la; vs. allowable Stress (psi ) antl peflectien Qn) using Nos loos: value nal ei./ce.i ~ A ee Sa/rv• . L) . c s ebTw• - ] an•a a. oz - < ag / o. as . ~i~aa a. ae P/E Cfu C(ic LCp re~. _ - - - Fcp _ _ .,, p.se m.nio~ i.oo l.op - - - - 1.00 l.oo - z Sneae L[ p3 eeign - llOB lGe c a] 6 le-in2 ~a nanae.'en ~ mmeaa L pan.~nem . xo p.aeaa imPaa n.a.am,o~ L~~oo~ee„e~e.m) IAIl L evli ceaai~ Ae,alyeie au[PCCI c oaa ro „ . DESIGN NOTES: \. wese...nymal me enaan eene«i«I umna are appo«ma 1«your apPlkakn z. sam wmm ettlao-q mttncea anal oe lattalvsew«\m aceaatrq turtle «osiona or Nos emlae a a \. Y ~y: ~~~' COMPANY PROJECT .. ~'a~r PxJk N«nMVI E~ginett'Il®Inc. LuMeame/tt Mt0Y3119 <92<tOMn sI5W, 5uileC RR LMeato]. W A 98<93 e-+.ae~e-,c h/orCihwl=za-r (35]1602-3850 - I oea. a, zoos tzzs Design Check Calculation Sheet s¢tt 0 g LOADS: a ]ype a.b„c= lac) nag,,.eaae e spa ., oam eaa can A o n.. so)tl Per oaae s o. eml A oolvl. so)~ as ca.y w.ace ta) MAXIMUM REACTIONS (Ibs) antl BEARING LENGTHS (In)' la sl Lumber~safl, D.Fir-L, No.2, 4x8" stll-xepnt o(6 p] pl1 mCIWBI ip ks15; La«asulw«c IoP= a SaPP«C:, pmom= a sapp«La; Analysis Ys. Allowable Stress (psi) and Deflection (in) usi~q rvos zoos: lcerion nat. vane Vzme .mei./pe Me.i~• , =~a.~g1a Ee- vs cnln~ - .cl sar aLhaa eat oeE V,n, ADDITIONAL DATA: F/E Cfa Lcp FR i i5 Pe•. - milliae, 1 - - - - - r„ p. SB mtllaon 1-v0 1.00 - - - - 1.0v S.OV - 3 Shea[ C M3 pr5, V aeeig~ eea SEa e naae,g l.): LC Na p.5, M 6 lbe-([ N] S 1 1'IBepe 16-iN ca vceneouaa . sa meea Lea peueamm a xel«uoa. mm.aeaa L.v.e s.. ma x=lmOUec c naeeamaaa w.eoaeeacee.m) IA]l L e liaceavl euAnalyeia pu[Ivc w ce aw va~e~ ICC-IBCCe DESIGN NOTES: t. %r~eraify Na Ilse eelautt eml ton limits xe approprmet« yoar aPgiROOI. z. sa«, wmstt tenoirN Iremptta anal x I#ttalyaaPP«Im xooreirq Iv Irz Pronal«e of rvos cane a a. t. [al o vv s ld oaa mmn p: p ea9cn ca I 34 of 36 35 of 36 ~^-a `~ COMPANY PROJECT , M ~ '}g•~m~ e~ Paci! NaTMes)E~lpln<any lrc. 4924 f03N 515W', SUneC LUECameyc H-15II-09 R3 - ' ~j `~ Lakrn M.WA 96499 r...cvs~~r~rJ ,.rorwn awGra'a e C ca (2531662-2650 Dec. 4, 2CU912P5 Design Check Calculation Shell s'w a.o LOADS: oatl Rype ec3aufv - a[ion Ifcl Magnitude Vntf sna ena eaa oo no.om• r n n pet eeaz pp u4.oo1. ar fz ry u1a[t~ ((c) MAXIMUM REACTIONS (Ihs) antl REARING LENGTHS (in) .. ,al - i ~ Glulam~Unbal., West Species, 2aF-i0E WS, 5-1IBxt2" Sett-xaght N 14.16 pl IMXMat in loa]s: LAeN SUppa[. tc¢-a[suppMS, bdlwn-al suppyts; Analysis vs. Allowable Stress Ipsil antl Oeflectlon pnl uslM xos zaps: eenai.y l.1 re - 9: re~ so fn/ra~ ~.,.,o .. ~ o.a9 = .L/.94 a. s] . ]cnso D.va ADDITIONAL DATA: C1'oas: P/E Ctu [frc t[p FcP' million i - - - - - - mvn o. e5 millioe I.00 1.00 - - - - 1.00 - - 3 : Lc p2 •59~. V sign 0019 lba tlf ding(.): LC p3 3 lba f Deflection: L[ p2 ¢ ]h-in] [al Def leecion To 50 (Ueatl L eflec[ionl . Live L ~f p lO.tleatl L.live s LC=roneenceafe impact necrve[ton xind . u U o tll (an L e 1; ea in e A aly ia ouceu Loaa rombv.acvnne. lcc-xac DESIGN NOTES: 1. Pl~e waly)naln~e tlelaoneenseim rmia re approgiale to-your apgicaliT. 2 Glulan tl¢gn valu® a~eim mnenak conlmnl~g to AITG 1t]-20J1 aN manulactural in aavtlanuvilM1 PNSVAITC A190.1-1933 3. GLUTAM: NV=B]ualMm])niact 10epln. 4. Glulmn Beams shall ce laically supp>haf eywEl~g Ia Me poslas N NDS CW:¢e ] 3 3. 5. GLUTAM; G nag kr01h Cad on smalls W Fcq'Imsiml, Fcgccmp'nl. 36 of 36