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20050437
H W Q a ,o V Z m I W {.~ O H U V Q a V U O O W Q U W J Q F- Z ~_ W h N .o Q rn C v .~ m N N Z Q N N c c 00 m a E 7 Z C N a N 7 Z .~ N o. rn C v .~ m Y ~D E a~ '~ d U N Q ti c N m Q N C O 'o c ° U (0 'v a~ n f0 m ~U O C .~ m c a~ ~ Q3 m ~ n U v'c~ ° c U °°o U N f0 ~ :.. -d ~ ~ O ?, -o U ~ .y ~' ~ .c N ~ -~ U C m ~ O ~ ~ C ~ m~U ~ o~ ~ ~N •C p N ~ f0 ~3 2 c °°co U ~ C w N .Q ~ ~ o ~ U Q ~ .C ~ ~ '~' ° U ~ ° o ° ~. v U ~Q ~~ ~~ L H r _'`.~ ~;,. ; .{: ~`m ~~~' 3 ,ti__; ~ „ } . - CITY OF YELI~~ INSPECTION LOG .,._,. f PROJECT t,~ ~ I~Z ~~~~ 1 PER'~91T ;~U?~9BER ~ ~ "' C~ ~ ~~ ADDRESS 1 ~~~~ ~ ~-~ ~1'l l.~ ~,t,1 ~1 SET B.4CtiS Date: Front ?j Rear ~(,~~~ Side Flard:ine ~ Side_ FOOTING \\'ALL other pother required ~~ents FOOTIIC REB.-~R Date: \1'..~LL REB.aR Date: r rlmmPntc CO~iB11ED FR~11E/ EXTERIOR SHE.aR \\'.aLL I~SPECTIO\ Hold do~~~ns ~ Shear :~'ailine Frame _~ ~~ Gas'Pmpane~ p P1urlhinc ~ ?Mechanical p 2-z.~-~~ ~',,~ ~, Comments 11Sl~L.aTIOti 'gyp Gas ~ Electric ~' Other p Foam and Seal ~' Vapor harrier P\'.~ Comments SKEET ROCK;'SHE.aR \~'.-ALL ~.alL Comments OTI~ER Comments F11',-~L Se~~ er Fnal n Electrical J Cis it Final ~~ Landscape Final -_~ C cf 0 .-~d~iress `~ Insulation ~p Site Drainace ~ Side~~alk Comments CITY OF YELI\~ INSPECTION LOG PROJECT- ~`'' (,~~ ~~ PER'~91T NU~IIIER _ ~~ j - J ~c~ ~-~- ADDRESS ~ ['~ •~~ I (~ ~}- c Nil C~ I ~~ h u ~~ J~ J SET B.~ChS Date: Front _~7> ~ Rear Side Flard:ine /Z Side Z1 FOOTIIG REB.aR Date: «'.aLL REB.aR FOOTING ~~'ALL 0 l6'' p g'' other ^ other required ~~ents 1~ (1T11mPr1c Date: CO~II31\ED FR~~tE/ EXTERIOR SHE.aR ~~'.aLL I\SPECTIO\ Hold do~~ns ~ ShearNailine Frame ~ Gas'Propane~ ~ Pluri~hing ~ ?~9echanical ~" Comments I\St~L.aTlO'~' ~ Gas ~ Electric ~ Other Foam and Seal ~' Vapor harrier _ p~',~ Comments SHEET ROCI~,'SIJE.~R \~'.aLL \.a1L Comments ~c~,p ~p ,~ ~ ~/~~ ~® -,-~ OTHER Comments F11',aL Se~~ er Final n Electrical J Cis it Final `~ Landscape Final =~ C cf 0 .address `~ Insulation ~ Site Drainace ~; Side~~alk Comments CITY OF YELM INSPECTION LOG PROJECT r" 'C{./y'1 ~ I ~ ~ /~L ~ ~ / PER_I~iIT N~U-MBER ~ S - ~ ~-{ ADDRESS- ~~ ~n ~ <<' ~ ~~ ~ Cam! ~,, ~ ~ . S ~' SET BACKS Date: Front ~ Rear $rs ~~ Side/Flanking 3~ Side /~ FOOTL~i G tiV`aI.L 0 12" ^ 6" ^16" ^8" ^ other ^ other ^ required vents FOOTING REBAR Date FALL REBAR Date: Comments COMBINED FRAME/ EXTERI R SIiEAR W.AI,L INSPECTION Hold downs Cdr o~ J,~ Shear Nailing ~' ,~.~f~ ~ Frame ~' ~, yG~ S Gas/Propane ~,E ~;" ~ ,~' Plumbing ,ef o c2l Mechanical o~ " S%',~ ,~_ Comments INSULATION © Gas ^ lectric ^ other ~~' Foam and Seal C~ Vapor barrier ^ PVA ~~ 5 Comments~~,./~,a~ B~ ,5~ S~IEET ROCKISHEAR'4VALL NAIL CpmIIlents ~~~~~ ~J(~ ~~ r OTHER Comments 7';'T ~T .{ T j' j y iL= Sewer Final ^ Electrical ^ Cis it Final ^ L.ar.dscane Final Address ~ Insulation Site Draina;e ~ Sidewalk Comments . FROM :YELM SEWER DEPT. FAX N0. :360-458-8166 Jul. 31 2006 03:38PM P1 ~~~ XME As ~~ FAQ TR.ANSMXSSION ,~~~M CITY OF YELM W,,.NINOTfJN P.~..~~~ 479 - 931 NZ' R4,AD NE ~ YELM, WA 9$597 ~~,, 360~4~8-8411 ~~~~ ~ r~ FAQ 360-458-$166 TO: (rR~c ~ NG.1~ FAX#: ~7ATE: ~ -~ ~ l ~ ~ ~ PAGL~,S: l ,including this Cover sheet From : ~ ~,~:J p ~ Subject: rfDv+sC' ~rr~.~~//~y1'um~v ~it,~ .~. CaMMENTS: L ~ 1 ! `il J Q ~ a ~ U -~t'T^(~N u m S~', 5. C-. r _ ~ ~~ ~, - ~. *'" if you do not receive A!1 copies ~r any copy is not lefiiblc, please call (3b0) 4S$~841 1 AS 50011 ilS pUSSlh~e. City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street Property Information: Site Address: 10702 Umtanum St. SE Assessor Parcel No. 32660001900 Contractor Information: Name: Landshapes NW Address: 1151 East 112th Street Contractor License No: LANOSN1985MT Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 19 Sq. Ft. perfloor: (1st) 1462 (2nd) 0 Heat Type (Electric, Gas, Other): GAS Fees: City: Tacoma Subdivision: Autumn Hill, phase II Contact: Lubbesmeyer, John City: Tacoma Expires: 08113108225 (3rd) 0 Garage 654 Phone: 253.537.6370 State: WA Zip 98445 Lot: 19 Phone: 253-537-6370 State: WA Zip: 98445 Business License: 1673.0 Basement 656 Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc -------------------------- Building Permit 100-500k ---------- 1,639.99 ----------- 993.75 ----------- 646.24 ------- -- 5.6000 115.4000 $1,000 Building Plan Review 692.89 0.00 0.00 0.0000 0.0000 Mechanical Permit 78.25 0.00 0.00 0.0000 0.0000 Plumbing Permit 125.00 20.00 105.00 7.0000 15.0000 Fixture Sewer ERU 5,569.00 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 598.75 0.00 598.75 0.2160 2,772.0000 square foot TOTAL FEES: 511,500.88 AppiicanYs 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 rests lions of record. If applying as a contractor, I futher certify that I am currentl registered in the yF W~sljj/tgtory) ~ / ~ ~ Signature Firm Permit No: BLD-05-0437-YL Issue Date: 01/06/2006 (Work must be started within 180 days) Receipt No: 39653 # Sets of Printsc Final lr~spection• Date: f" //~ Fj, By: ~f~~.twl.1 r~?~`; (CITY Off' ~'~L~~ ~~Y ~ ~ ~~cE~~T r~0.3 9 6 5 3 ~ ~`~?~ ,fig ~ :,3 ****ELEVEN THOUSAND FIVE HUNDRED DOLLARS & 88 CENTS =C=VrD FRC'r~ DATE REC. ~d0. A^ACUNT ?F=. NC ~- 3l ~ C~ LANDSHAPES NW INC 01/06/06 39653 11.500.88 CHECK PE~DING' 1151 E 112TH ST TACOMA WA 98445 BUDGETARY LOT19 107 UMTANUM ST SE -- - -- JANINE PERMIT1639.99, PLAN692.89, MECH78.25. PLUMB125, SWRERU5569.0. SWRINP145 WTRERU1500, MTR300, DEP90. TRAFFIC757.50. BC4.50. FIRE IMPACT598.75 City of Yelm Community Development Department Building Division r i Phone: (360) 458-8407 1 Fax: (360)458-3144 I) Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 19 Site Address: 10702 Umtanum St. SE Fees: Item Acct Code Building Permit 100-500k 032 001-322-10-00 Building Plan Review 100 001-345-83-00 Mechanical Permit 032 001-322-10-00 Plumbing Permit 032 001-322-10-00 Sewer ERU 802 412-343-50-01 Sewer Inspection 805 412-343-80-00 Water ERU 715 401-343-80-02 Water Meter (SFD) 712 401-343-80-01 Water Deposit 740 402-389-00-00 Traffic Facilities Charge 420 120-345-85-00 Sewer Deposit 742 402-389-01-00 State Building Fee 160 001-386-00-00 Fire District Impact Fee 105 001-345-85-00 TOTAL FEES: ~~~ ~~~ II ~ ?lll'~ ul~ CF YELIV~ ~ / / 1`"j~. 1, Permit Fees Schedule Permit No: BLD-05-0437-YL Phone: 253.537.6370 State: WA Zip 98445 City: Tacoma Item Fee 1,639.99 692.89 78.25 125.00 5,569.00 145.00 1, 500.00 300.00 40.00 757.50 50.00 4.50 598.75 $11,500.88 Assessor Parcel No. 32660001900 Base Amt Unit Fee Unit Rate No. Units Unit Desc 993.75 646.24 ---------- 5.6000 --------- 115.4000 ------------- $1,000 0.00 0.00 0.0000 0.0000 0.00 0.00 0.0000 0.0000 20.00 105.00 7.0000 15.0000 Fixture 0.00 5,417.00 5,417.0000 1.0000 ERU 0.00 145.00 145.0000 1.0000 ERU 0.00 1,500.00 1,500.0000 1.0000 ERU 300.00 0.00 0.0000 0.0000 40.00 0.00 0.0000 0.0000 0.00 757.50 750.0000 1.0100 Peak PM Trip 50.00 0.00 0.0000 0.0000 4.50 0.00 0.0000 0.0000 0.00 598.75 0.2160 2,772.0000 square foot 00'0 :an0 a6uey0 l8l£ 00'OOLOI ~oay0 00'OOLOI 'lpxEj 00'0 00'OOLOI ~lp}o~gnS 6l ~ 8l`Ll`9l`5l s}NOI1d0IlIW~H uwn}n~ 00'OOLOI 006Zdd0 ~ a~~ad _- -wadi Wd LZ~ZI 9002/9/l ONI 1S3tYi Hla0NSN0I1tl~IaIWN >iW00d1N :Id~a~ad enueW E0081 .~~iaoaa Z :~eu~waal aagaag :~~a~0 L6586 dM `wlaA 9Lt Xo8 Od s~ooyoS ~Iiunwwo0 w~a~ CITY OF YELNI / _ ~ RESIDENTIAL BUILDING PEt~MIT APPLICATION F062f41 ~~ Project Address~~~V~ ~ ~.~i ~~.~,~ ~ ~'~ ~ b.~ Parcel #: L-~~ 1 y ~ ~,.J~~ ~,~ y ~- Subdivision:`ty~~~~L,~~'i~~~ ~-~6~~ ..~, Lot#:~ Zoning; /,~~ '~~.F . ~ - , ~~, ,,Lk` New Construction ^ Re-Model / Re-Roof /Addition ^ Home Occupation Sign ~~ ,~ ^ Plumbing ^ Mechanical ^ Mobile /Manufactured Home Placement ^ Other o~3` Project Description/Scope of Work: ~"~91~it;Z~~'~.,.. \i'Il~l.:t ~~ °~ Project Value: (~~ ~~ V Building Area (sq. ft) 15` Floor ~pp~ ~ 2"d Floor Garage ~ Deck--~ Basement_V~~~@_Carport Patio # Bedrooms # Bathrooms_~ Heating: AS TI-fER 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: ADDRESS °`~ t=- r~_j~ EMAIL CITY~"I-l1C;~?t"1~a`~ STATEZI '' ~~ TELEPHONE_'~_a~ ~~~"~-(_r`-~~~. k" *.°- ARCN'ITECT/ENGINEER ~ ' "``~ IU ~ra..(Z~1.1,l;; k-~.`'~ LICENSE # ADDRESS ~i~' '` ~ E-C""" EMAIL CITY d ~G:.;ar~`1~ STATE ~it~r.a~, ZIP ~L '-~ TELEPHONE ~5~/~.,d ~i' -'~?,~~~;~, GENERAL CONTRACTOR ~~~`'"> ~ ' TELEPHONE ~'' ~'° ""-, ~~" ADDRESS _ ~7 EMAIL CITYµ~~.~ ~1"1'l ~~ STATE _ ZIP t:: ; t-•I~:;s FAX'S. 7;~ .~'~j _ .;~ ~ ~ /~ ~~ CONTRACTOR'S LICENSE # Li~~@ ~~d~SIY~EXP DATE_CIT LICENSE # PLUM$lNG CONTRACTOR •~SS ~ '~ '~L i1~` ' ~ELEPHONE ~` `~~- -~~` ADDRESS ~'~ ~::)X '~ ~:..,' MAIL CITY~B~~~~-~t~eY`I STATEZIPJ~~~~r~ FAX CONTRACTOR'S LICENSE #~iZ~'~i',~`~8~1 EXP DATE CITY LICENSE # TELEPHONE `~`a ~® ~i~-6-1- CITY`;,~'AIrs6~~~P~~ STATE ZiP FAX'2~:5;~i'-I:~-~~~~c CONTRACTOR'S LICENSE #~~,1i~ii~L,lZFi-d~'ii`.:~.. EXP DATE CfTY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct artd that the construction on, and the occupancy and the use of the above described property will be in accprdance with the laws, rules and regulations of the State of Washington and the City o Im. (ny ..~~ ,, J~ / ~ , ~ tom.-~ ~ 13~ 6 !~~/'~~ i ~ ~ ~ l~~J~ Applicant's SigPlatGr~ ~? Date Owner ! Contractor f Owner's Agent /Contractor's Agent (Please circle one.} All permits are non-transferable and Will expire if work authorized by such permit is not begun Within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Avenue Weat (360) 458-3835 PO Box 479 (360) 458-3144 FAX Yelm, WA 98597 www.ci.yelm.wa.us Glazing area calculatinong:~~ ~~3 sf _ ~ _ sf = 1~~ , % Heat system sizing calculation: ~_~ x 20 = '~ a btu's Window area _ Heated floor area = % of glazing Heated floor area x btu per sq. ft. =total system output Refer to the table below to determine 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: „[~jNew [ ]Remodel ,[~J'Single Family [ ]Multi-family Prescriptive Ch. 6 (circle one) I ~~ II III f}~() Btu input ' ~;~ `~~~i' fficiency rating [ ]Addition [ ]Component Performance Ch. 5 [ ] WATTS [ ]System analysis Ch. 4 HSPF rating FUEL TYPE: HEAT TYPE: ELEC. UTILITY PROVIDER: [ ]Electric "~ Forced Air Furnace [ J Tacoma City Light ,~ Nat. Gas [ ]Heat Pump [ ]Puget Sound Energy [ ]Propane [ )Radiant Heat System (baseboard, wall cadet [ ]Peninsula Power [ )Oil, wood [ ] Hydronics system ,""Other [ ]Gas or Wood Stove VENTILATION INDOOR AIR QUALITY (VIAQ) INFORMATION (check one) Ventilation Option: [ ] A [ ] B j~,C [ ) D [ ) AAHX System Size: cfin [~ Intermittently operating [ ]Continuous operating PRESCRIPTIVE REQUIIZEMENTS°•' FOR GROUP R OCCUPANCY CLIMATE ZONE 1-ALL FUEL TYPES Option Glazing to Glazing U-factor Daar 9 Ceilut ~ g Vaulted 3 Wall ~ ' ~ Wall, int. a, wall, ext., s Floor Slab Atea offloor U-value ceiling Above below below grade om4 rade g ' grade grade Vertical Overhead I. l2% 0.35 0:58. 0:20 R-38 R-30 R-IS R-l5 R-10 R-30 R-10 IY:* 15% 0.40 0.58 0;20 R=3"8 R-30 R-2L R-2t R-70 R-30 R-10 III. Unlimitei 0:40 0:58. 0.20 R-38: R-30 R23 R-21 R=FO 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. I I . Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements 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 ofthe 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 or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturers specifications. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufacftured for its intended use, and installed according to manufacturer's specifications. 7. Int. denotes standard 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 I O-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 of 3.5 inches are exempt from this insulation requirement. ~. ...__-- _ I REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ~~~~5~ ~-~®~~ ~'REGIST # EXP. DATE E~~I~. ~igYl CCO1 LANDSNI965MT 08/13/2006 ~~~~~igi~~~:i®r~ EFFECTL~TE DATE 08/13/2004 LANDSHAPES NORTHWEST;.. ,INC ~,., P~aci~g ~~ 1151 EAST 112TH STREET ~i~lfc~lcY TACOMA ;W~1. ; 98445 . Signature J Issued by DEPARTMENT OF LABOR AND INDUSTRIES F625-052-000 (3/97) r- Detach And Display Certificate -+ .. t.. ~L~ Ci t 7 =h^ 7 ^. n~s ~ ~.... ~, , Y z After recording return to: Yelm Community Schools District No. 2 P. O. Box 476 Yelm, WA 95597 Attn: Frling M. Birkland IvITPIGATION AGREEMENT Reference 1~T®: Autumn Hill, SL1B-04-0036-YL, Yelm, WA Grantor. 1. John Lubbesmeyer Landshapes Northwest, >ltc. 1 I51 E. 112 Tacoma, WA 98445 Grantee: 1. Yehn Community Schools District No. 2 Legal I9escriptlon: A 30-17-2E S2 NE NW SE LESS RD tic h, Asieesor's Property Tax Parcel Nu®ber/Account Nu~atbtt : 227.3@~29~100 ~ ,Z 7 ~ C' 1 7 c• ~' THIS MITIGATION AGREEMENT ("Ageement") is made this~~ }~[d(, , 2005, between the YELM COMMUNITY SCHOOLS DISTRICT NO. 2, Yeltn, Washington ( "Distract"} and Landshapes Norhtt+vest, lnc.. (the "Developer"). RECITALS A. The Developer has submitted an application to Thuratori County for dze construction of s 24 lot subdivision "Autumn Bill [I" Ycim, Wash. (the "Project"). The Project is located on property that lies within District boundaries, more particularly described on Exhibit A, attaebed hereto and incorporated herein by reference. B. The State Environtncntal Policy Act, Chapter 43.21C RCW ("SEPA"), provides processes and procedures whereby major actions by stars and local agencies, including, but not )invited 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 ~ adverse environmental impacts. C. The District's student population and gowth projections indicate that the Project wilt 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 Qcvebper for payment to mitigate the impact of the Developer's Project.. E. Pursuant to Resolution No. 12-16-93-t15, it is the policy] of the District to recommend that the direct impact of development be voluntarily mitigated by the paymsnt 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 Distrirx. AGREEMENT NOW, THEREFORFi in consideration of the above taxital~ and [ht; mutual promises and covenants below, the District and the Developer agree as follows: 1. The Developer acknowledges and agrees that there is ~ direct impact on the District as a resuh of the Developer's Project and that this Agreement is necessary as(a result of that impact. 2. The Developer acknowledges and ogees that in order tb mitigate the direct impact of the Project, the Developer has offered to pay the District the following sutn of money; Two Thousand One Hundred Forty and no/100 Dollars ($2140.00 for each lot in the subdivision or the total sum of Fifty One Thousand Three Hundred Sixty and nd100 Dollars (551,360.00) (the hMitigation Payment"} for the 24 lots of the -subdivision. The- amount referenced by this paragraph is subject W change pursuant to paragraph 4 below. 3. Any extension, renewal, modification or amendment ito the Project that results in an adjustment let the number of lots shall result m a corresponding pro fate 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~l Forty and no/]00 Dollars (52,140.04)} per dwelling unit or Fifry One Thousand Three Hundred Sixty and nol100 Dollars ($51,360.00) for file 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 (S) years from the date of this Agreement, the arrtaunt dwe 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 parry. A copy of sucb agtesftent shall be made available to Developer upon t~equest. S. The District agrees to record this Agreement after it hest been executed by the parties. 6. The Developer seknowledges and agrees that the Mitigation Payment is authorized to be used for capital improvements to the following facilities: Southwotth Elementary Sehoal, Mill Pond httermediate School, Yehn Middle School, and/or Yelm High School audlor any other facilities that may be affected by the Project and/or the purchase of portabk facilities and/or school buses. 7. The Developer agrees that the District has five (S) years from the payment date to spend the Mitigation Payment for the capital improvements or expenditures ideseribed in paragraph 6. Zn the event that the Mitigation Payment is not expended within those flue 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 rrfrains and desists from instituting, assorting, filing or bringing any lawsuit, litigation, claim, or chalknge or proceeding to challenge this Ageement, claim any repayment or reimbursement of funds, performance or improvements provided for dterein, or any of its teens and conditions, on any ground or basis whatsoever. 9. The District hereby waives any objection to the Project as presently proposed. I0. The District and the Developer ogee that the Mitigation Payment will be full and complete mitigation for the impact of the Project as presently proposed ®rr the pistrict, 11. This Agreement shall be binding upon and inure io thle benefit of the heirs, executors, administrators, successors and auiEtts of both of the Developer and theiDistrict. • 12. if an action must be brought to eeforee the terms of thi} Agreement, such action shall be brought in 7hwston County Superior Court. The prevailing party sha11 be entitled to payment of its costs and reasonable attorneys' fees. 13. This Agreement constitutes the entire agreement betiween the parties and any other agreement either written or oral shall be null and void. F,XHIBIT A - LEGAL DESCRIPT'lON to83t General Location-~A9~1~- Vazieil Rd.. Yehn. WA Section ~ Township 17N Range 2E Land Area 5.96 acres f~ Tax Parcel Number: ??~8~g}f16~ o~.-T ~ t 3p'j (30 ~'"`" ' ~3 YEL1V1 COMMUNITY SCHOOLS DISTRICT DATfiU: ~ ` ~ 7- to ~ STATE OF WASHINGTON ) )SS COUNTY OF THURSTON ) 1D. 2 ~,r"'ti By: Ahur Burke i Its SuperintendenR I certify that I know or have satisfactory evidence that Alan Burke is the person who appeared beforce ttre, and said person acknowledged that he signed this instrur~rent, 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 instrumen~ GNEN under my hand and official seal thisday of i~~~ , 7005 ~~~•"••••••,~at 'C a Q.~3,..-"'• •. ~, sir i ' ~~ : 2 os~ ~~V '~ ~y rg7E•OF ~~; N~iL~CJ8L1 rn and for the State of mgton, residing at INy Commission Expires ~-[q ,/~ [?ATED: ~ ~~ STATE OF l1VASHIIl+1GTO1V ) ASS COUNTY OF Tt~11RST®td ) John Lubbtsrnryer [ts ~'(~= I certify that I know or hsve satisfmztory evidence that Johal Lubbestneyer is the person who appeared bcfoe+e me, and said person acknowledged that he signed this;instrument, on oath stated that he was authorized to execute the instrument and acl:t-owledged it as the applicant for this subdivision to be the free and vohuttary act of such party for the uses and purposes mentitrncd in the instrument. GIl!'EAl under my hand and official seal this day of ~ 2005 7 _ ...... ~+f~oNOam`iO .. _. _. . . ~. 57~~'''b~~ AT to and for the 5tam of 1' ~pN ~- ~°~`'+ti ngton, t+~siding at r ~ ~~;'' °°, My Commission Expires: /n- l q-D~ Q ® ~ s :~ ~ . ~Of ~~-~S ~~ TOTAL P.05 ro: ~ r ~ ;. #~ F~'A. s ~ rw ~~ ~~; ,,,~-n ~ y y\ ~ ~~ __ 5 ~ ~ `~ ~ T ~• ~:~wW q ^~ r F 4 ~1~ ~ ~i .R4t''~v+nsF' . a P 8 & Fy ~ P E ~ l~ ~~ ~" v 4kgrntii~ ~"' ~. 1 . ~u € ~ a~~ ' '~ 1 ~ry^ . ' / ~ ~ 4;, ~~ ~ a s~r.~ ,k v v a,,. ~~/ 9 i .~ ~__,~ #~~ . ~ ~~~~ ~~. ~, r „ ...._._ ..~._.t.-:~ ~~ ~___.._ __.. a5~ ~~._ ~~ ~ , '~ N01'thWBSt ~I1C.1151East112thStreet-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 a ENGINEERING ANALYSIS FOR: LU66ESMEYER CONSTRUCTION SITE: 10702 UMTANUM ST. SE. YELM, WA 98597 o a ~~~ ~-~~ ~~~~© ~ ~- ~~ ~~ r-- ~- ~-- ORIGINAL STAMP MUST BE RED TO BE VALID .~Z,L S. ~ ~ ~~ 'o ~~ '~0,~,~ 393 S ~ Cs ~iRES: s~s~ol--1 SHEET oerE PLAN NUMBER: PACIFICNQRTHWEST .Eq~x*~2. ENGINEERING INC. g a S ~ P~" g a € ~ ~ e ~ ~ ' "~ ' 6-6-2005 LUBBESMEYER 2122 a a ~9281peih St. 5 W. Suite B:lokaawd, WA. 9899 Phone /Fax (253)589-3265 ~~ ~ 4 ~ ' ~ . $ o ~~ ~ 9 ^ o R $ c : 9 CONSULT/NG ENG/NEERS PACIFIC NORTHWEST ENGINEERING INC. The enclosed documents are to be used in conjunction with the house plans referenced on the cover. It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Scope of Engineering: Engineering analyses and design to resist lateral and gravity loads in accordance with the 2003 IBC have been performed and incorporated into stamped "S" sheets. All analyses and calculations are included in this engineering report. Engineering assumptions are listed below. If these conditions are not present at the site these calculations are void and Pacific Northwest Engineering Inc. must be contacted immediately. LOADING CRITERIA Building Code Seismic Design Category Ss S1 Response Mod Factor Site Class Basic Wind Speed LIVE LOADS (osf) U.N.O. 2003 International Building Code DZ 1.30 0.48 6.5 D 85 mph Exposure B - Uninhabitable attics without storage 10 -Uninhabitable attics with storage 20 -Habitable attics and sleeping areas 30 -All other areas except balconies and decks 40 -Balconies and Decks 60 DEAD LOADS (psf) U.N.O. - Roof with Composition Asphalt 15 -Floor 10 SNOW LOADS (psf) U.N.O. - Snow 25 SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 12" PACIFIC NORTHWEST ENGINEERING INC. 4924 109TH ST SW,• SUITE C LAKEWOOD, WA. 98499-3733 WoodWorks® Shearwalis SOFTWARE FOR WOOD DESIGN LUBBESMEYER 2122 SHEAR.wsw WoodWorks® Shearwalls 2004 June 13, 2005 22:03:32 Level 1 of~2 ---~- I -}-- I ~- I --~-- I --~- I --~- I --{--- I -} - I ~ I - ~- I --~- I ------ I I ----45' I - ~ I -~-- I -~- I I --}-- I I -~ I I -~ I I ~ I I ~ I I -+ I - I ~- I I --I- I I I --I---I- I I I --I--4a I I I I I I I I I I I I I I I I I I I I I I c-1 I I I I I I I ---~-- I ~ I - --~-- I I --~- I --~- I --~-- I ~ -~-- I -~ I -- ~- I -~- I - ---- I I ---3o- I I ---~-- I I -~-- I - I ~ I I ~ I I ~ I I ~-- I I -~- I I --~ I I ~ I I ~ I - I I I I I -fir I I ---1-- I I -~-- I - - I --~-- I I --~-- I I --~-- I I -~-- I I -~- I I --~ I -- I -~- I I --1- I - I I I I I I I I-go- I I I I I I I I I I I ~ I I ---1-- I -~-- I ~ - -L I L I 1 I -1-- I 1- I -J I -- ~- I -J- I - `~---I- I I - I--~~ I I ---~- I I -L- I - - I -~- I I -L- I I -1- I I -1-- I I ~- I I -~ I -- I -1- I I --J- I - I I I I I I --I--1-o- I I ___I _ I I _I _ I I _ _ I _ I _ I I I _ I I I I I _ I I I _ I __ I I I I _ I I I _ I I I __ I I_ I I _ I_ I _ I I I__ I I I I I_~ I I I I I I I I I I ~-1 I I I I B-2 I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - -~ ~ - --5' - -110' -~' (~' $' 1p' 1~' 2p' 2~' 3p' 3~' 4p' 4~' 5p' 5~' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LUBBESMEYER 2122 SHEAR.wsw WoodWorks® Shearwalls 2004 June 13, 2005 22:03:32 Level 2 oft ___I __I I I __ I _ ~ I __ I I _ I I I I I I I I I I I I I I I I I I I~ I I I I I I I I I I I I I I ___I __ I __ I __ I __ I __ I __ I __ I I I I I I -44 I I I I I I I I I I I I I I I I I I I I I I I I I I I I ____________I I I I I I I I I I I II II II I I I I I I I I I I I I I ~ I I I ~- I I I I I ---~- I I -~- I I I I I I I I I I I I I ---}-- I -~ ~ ~ I T I I -T I I --T I I T I I I 7- ~ I I I ~ I I ~ I I --T- I I --r I I --~--- I I -i-- I I I -~- --r- I I I ~- I I ~ I I ---r- I -~ I I --~-- I I -r-- I I I --1---~t I I I -~ I I ~ I ----t-- I --t- I ---fi-- I -f-- I -rt- rt I I -~ I ~ I I --t-- I - fi I ---r-- I ~- I I --{ -- ~~ I ~-- ~ I -I-- I I I I I % I\ I I ---~- I I -~ I I --~-- I I -f- I I l - ---~- I I I ~ ~--t- ' I I ~{-- ~~, I I I I I ~ -= I , I -- = ~ ~ ~ r ma r- .. .......... I I I I I 3o- I I I I I I I I I I I I I I I- ~° I I I I I I I I I I I I I I I I ~I I I I I I t---I ~ ~ I --I-~' I I _ I ~_~_ _ ~ .. I I I I I I ~-._____~____~~_ __ ~f..__.~ ~ ~__ I I I ---}---~---~--~--~---~---I----I----I---I--~ I - I I --5~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---~---~----I---a---~---~---~----I ---I - ~- ~ I -I- -I--~o~ I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -110' -~' Q' ~~ 1p' 1~' 2p' 2~' 3p' 3~' 4p' 4~' Sp' 5~' WoodWorks® ShearWalls SOFTWARE FOR WOOD DESIGN Woodworks®Shearwalls 2004 LUBBESMEYER 2122 SHEAR.wsr Project Information COMPANY AND PROJECT INFORMATION Com an Project Pacific Northwest Engineering Inc. LUBBESMEYER 2122 4924 109th St SW Lakewood WA 98499 (253) 682-2850 DESIGN SETTINGS Dec. 29, 2005 13:11:28 Design Code Wind Standard Seismic Standard IBC 2003 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels 0.70 seismic Wind Seismic 1.40 1.60 1.00 Wind 1.00 1.00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F Dry Dry 4.00 2.00 Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - SheanNall Relative Rigidity: Designed capacity using flexible distribution Hold-down Forces: Based on applied shearline force Seismic Materials: Include gypsum on exterior walls SITE INFORMATION IBC Occupancy ASCE-7 Equivalent Category II -All others Category II -All others Wind Seismic ASCE-7 98 General analytic method for all bldgs ASCE-7 98 Equivalent lateral force procedure Design Wind Speed 85mph Use Group I Exposure Exposure a Design Category D Enclosure Partly Enclosed Site Profile Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1:0.480g Ss:1.300g - - - Fundamental Period E-W N-S Site Location: - T Used 0.175s 0. 175s - Approximate Ta 0.17 5 s 0.17 5 s - Maximum T 0.210s 0.210s Response Factor R 6.50 6.50 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 Structural Data STORY INFORMATION Story Floor/Ceiling Wall Elev ft De th in Hei ht ft Ceiling 21.00 12.0 Level2 12.00 12.0 8.00 Level1 3.00 12.0 8.00 Foundation 2.00 BLOCK and ROOF INFORMATION Block Dimensions ft Face T e Roof Panels Sloe Overhan ft BIoCk1 2 Story E-W Ridge Location X,Y = 0 .00 0.00 North Side 15.0 1.00 Extent X,Y = 44 .00 32 .50 South side 15 .0 1.00 Ridge Y Location, Offset 16.25 0.00 East Gable 90.0 1.00 Rid a Elevation, Hei ht 25.35 4.35 West Gable 90.0 1.00 BIOCk 2 2 Story N-S Ridge Location X,Y = 21.00 -2.00 North Joined 165.0 1.00 Extent X,Y = 23.00 2 .50 South Gable 90.0 1 .00 Ridge X Location, Offset 32.50 0 . oo East side 15.0 1.00 Rid a Elevation, Hei ht 24.08 3. os West side 15.0 1.00 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 MATERIALS by WALL GROUP Wall Gr Surf Sheathing [in] Material Thick Orient Fasteners Spcg [in] Size T e Ed Fld Framing Members [in] Blk S ecies G S c Apply Notes 1 Ext SS incl. OSB 7/16 Vert 8d Nail 6 12 yes Hem-Fir 0.43 16 1,3 Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 1 X32"sheathing with same nailing because stud spacing is 16"max. or panel orientation is horizontal. WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 SHEARLINE, WALL and OPENING DIMENSIONS North-South Type Wall Location Extent [ft] Length FHS Height Shearlines Grou s X ft Start End ft ft ft Line 1 Level 2 Line 1, Level 2 Seg 1 0.00 0.00 32.50 32.50 29.50 8.00 Wall 1-1 Seg 1 0.00 0.00 32.50 32.50 29.50 Opening 1 14.50 17.50 3.00 6.00 Level 1 Line 1, Level 1 Seg 1 0.00 0.50 32.50 32.00 32.00 8.00 wall 1-1 Seg 1 0.00 0.50 32.50 32.00 32.00 Line 2 Level 2 Line 2, Level Z NSW 12.50 0.00 0.50 0.50 0.00 8.00 Wall 2-1 NSW 12.50 0.00 0.50 0.50 0.00 Line 3 Level 2 Line 3, Level 2 NSW 21.00 -2.00 0.50 2.50 0.00 8.00 Wall 3-1 NSW 21.00 -2.00 0.50 2.50 2.50 Line 4 Level 2 Line 4, Level 2 NSW 33.00 -2.00 -1.00 1.00 0.00 8.00 Wall 9-1 NSW 33.00 -2.00 -1.00 1.00 0.00 Line 5 Level 2 Line 5, Level 2 Seg 1 94.00 -1.00 32.50 33.50 32.50 8.00 Wall 5-2 Seg 1 94.00 0.00 32.50 32.50 32.50 Wall 5-1 NSW 44.00 -1.00 0.00 1.00 0.00 Level 1 Line 5, Level 1 Seg 1 44.00 0.50 32.50 32.00 28.00 8.00 Wall 5-1 Seg 1 44.00 0.50 32.50 32.00 28.00 Opening 1 15.00 19.00 9.00 6.00 East-West Type Wall Location Extent [ft] Length FHS Height Shearlines Grou s Y ft Start End ft ft ft Line A Level 2 Line A, Level 2 Seg 1 -0.98 0.00 44.00 44.00 20.50 8.00 wall A-3 Seg 1 -2.00 21.00 33.00 12.00 7.00 Opening 1 24.50 29.50 5.00 6.00 Wall A-4 Seg 1 -1.00 33.00 44.00 11.00 6.00 Opening 1 36.00 41.00 5.00 6.00 Wall A-1 Seg 1 0.00 0.00 12.50 12.50 7.50 Opening 1 3.50 8.50 5.00 6.00 Wall A-2 NSW 0.50 12.50 21.00 8.50 0.00 Opening 1 14.50 19.50 5.00 6.00 Line B Level 1 Line B, Level 1 Seg 1 0.50 0.00 94.00 94.00 22.00 8.00 Wall B-2 Seg 1 0.50 21.00 94.00 23.00 6.00 Opening 1 24.00 32.00 8.00 6.00 Opening 2 33.00 41.00 8.00 6.00 Wall B-1 Seg 1 0.50 0.00 21.00 21.00 16.00 Opening 1 4.00 9.00 5.00 6.00 Line C Level 2 Line C, Level 2 Seg 1 32.50 0.00 44.00 44.00 24.00 8.00 Wall C-1 Seg 1 32.50 0.00 44.00 44.00 24.00 Opening 1 3.50 8.50 5.00 6.00 Opening 2 11.00 13.00 2.00 6.00 Opening 3 13.50 17.50 4.00 6.00 Opening 4 18.00 20.00 2.00 6.00 Opening 5 34.50 90.50 6.00 6.00 Level 1 Line C, Level 1 Seg 1 32.50 0.00 44.00 49.00 33.50 8.00 Wall C-1 Seg 1 32.50 0.00 49.00 49.00 33.50 Opening 1 9.00 15.00 6.00 6.00 Opening 2 23.00 27.50 4.50 6.00 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 Loads WIND SHEAR LOADS Level2 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht Case Dir Dir Start End Start End ft Accum. E W->E Lee Line 0.00 0.50 53.9 53.7 Accum. E E->W Wind Line 0.00 0.50 38.3 40.3 Accum. S S->N Wind Line 21.00 32.50 -0.4 19.0 Accum. S N->S Lee Line 21.00 32.50 43.4 56.7 Block 1 W W->E Wind Line 0.00 0.50 38.3 90.3 Block 1 W W->E Wind Line 16.25 32.50 60.2 32.9 Block 1 E W->E Lee Line 0.50 12.00 35.0 30.7 Block 1 E W->E Lee Line 16.25 32.50 34.9 18.7 Block 1 W E->W Lee Line 0.00 0.50 43.8 43.6 Block 1 W E->W Lee Line 16.25 32.50 34.9 18.7 Block 1 E E->W Wind Line 0.50 12.00 7.4 53.1 Block 1 E E->W Wind Line 16.25 32.50 60.2 32.9 Block 1 S S->N Wind Line -1.00 0.00 -33.3 Block 1 S S->N Wind Line 0.00 12.50 -0.4 Block 1 S S->N Wind Line 12.50 21.00 -0.4 Block 1 N S->N Lee Line -1.00 0.00 21.8 Block 1 N S->N Lee Line 0.00 94.00 43.6 Block 1 N S->N Lee Line 44.00 45.00 21.8 Block 1 S N->S Lee Line -1.00 0.00 21.8 Block 1 S N->S Lee Line 0.00 12.50 93.6 Block 1 S N->S Lee Line 12.50 21.00 43.6 Block 1 N N->S wind Line -1.00 0.00 -33.3 Block 1 N N->S Wind Line 0.00 49.00 -0.4 Block 1 N N->S Wind Line 44.00 45.00 -33.3 Block 2 W W->E Wind Line -3.00 -2.00 -28.6 Block 2 W W->E Wind Line -2.00 -0.50 4.3 Block 2 W W->E Wind Line -0.50 0.00 9.3 5.4 Block 2 W W->E Wind Line 0.50 12.00 7.4 53.1 Block 2 W W->E Wind Line 12.00 16.25 53.1 60.2 Block 2 E W->E Lee Line -3.00 -2.00 17.2 Block 2 E W->E Lee Line -2.00 -1.00 25.9 Block 2 E W->E Lee Line -1.00 -0.50 25.9 Block 2 E W->E Lee Line -0.50 0.00 25.9 25.2 Block 2 E W->E Lee Line 12.00 16.25 30.7 34.9 Block 2 W E->W Lee Line -3.00 -2.00 17.2 Block 2 W E->W Lee Line -2.00 -0.50 25.9 Block 2 W E->W Lee Line -0.50 0.00 25.9 25.2 Block 2 W E->W Lee Line 0.50 12.00 35.0 30.7 Block 2 W E->W Lee Line 12.00 16.25 30.7 34.9 Block 2 E E->W Wind Line -3.00 -2.00 -28.6 Block 2 E E->W Wind Line -2.00 -1.00 4.3 Block 2 E E->W Wind Line -1.00 -0.50 4.3 Block 2 E E->W Wind Line -0.50 0.00 4.3 5.4 Block 2 E E->W Wind Line 12.00 16.25 53.1 60.2 Block 2 S S->N Wind Line 32.50 33.00 19.0 18.2 Block 2 S S->N Wind Line 33.00 44.00 18.2 -0.4 Block 2 S S->N Wind Line 44.00 45.00 -33.3 Block 2 S N->S Lee Line 32.50 33.00 56.7 56.1 Block 2 S N->S Lee Line 33.00 49.00 56.1 43.9 Block 2 S N->S Lee Line 44.00 45.00 21.8 Levell Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht Case Dir Dir Start End Start End ft Accum. S S->N Wind Line 21.00 44.00 55.4 Accum. S N->S Lee Line 21.00 44.00 38.8 Block 1 W W->E Wind Line 0.50 32.50 55.4 Block 1 E W->E Lee Line 0.50 32.50 33.6 Block 1 W E->W Lee Line 0.50 32.50 33.6 Block 1 E E->W Wind Line 0.50 32.50 55.9 Block 1 S S->N Wind Line 0.00 21.00 55.4 Block 1 N S->N Lee Line 0.00 44.00 39.1 Block 1 S N->S Lee Line 0.00 21.00 39.1 Block 1 N N->S Wind Line 0.00 49.00 55.4 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 WIND SHEAR LOADS (continued) Block 2 W W->E Wind Point -2.00 -2.00 1175 Block 2 E E->W Wind Point -2.00 -2.00 1170 6 WoodWorks® ShearWalis LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 WIND C&C LOADS Block Building Face Level Magnitude [psf] Interior End Zone Block 1 West 2 18.2 21.5 Block 1 East 2 18.2 21.5 Block 1 South 2 18.2 21.5 Block 1 North 2 18.2 21.5 Block 2 West 2 18.2 21.5 Block 2 East 2 18.2 21.5 Block 2 South 2 18.2 21.5 Block 1 West 1 18.2 21.5 Block 1 East 1 18.2 21.5 Block 1 South 1 18.2 21.5 Block 1 North 1 18.2 21.5 Block 2 South 1 18.2 21.5 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 BUILDING MASSES !vel 2 Force Building Block Shear Profile Locatio n [ft] Dir Element Line Start End E->W Roof Block 1 1 Line -1.00 33.50 E->W Roof Block 1 5 Line -1.00 33.50 E->W Roof Block 2 3 Line -3.00 1.50 E->W Roof Block 2 5 Line -3.00 1.50 E->W R Gable Block 1 1 Line 0.00 16.25 E->W L Gable Block 1 1 Line 16.25 32.50 E->W L Gable Block 1 5 Line 0.00 16.25 E->W R Gable Block 1 5 Line 16.25 32.50 N->S Roof Block 1 Line -1.00 95.00 N->S Roof Block 1 C Line -1.00 95.00 N->S Roof Block 2 A Line 20.00 95.00 N->S Roof Block 2 B Line 20.00 95.00 N->S L Gable Block 2 A Line 21.00 32.50 N->S R Gable Block 2 A Line 32.50 44.00 All Wall 1-1 n/a 1 Line 0.00 32.50 All Wall 2-1 n/a 2 Line 0.00 0.50 All Wall 3-1 n/a 3 Line -2.00 0.50 All Wall 4-1 n/a 4 Line -2.00 -1.00 All Wall 5-1 n/a 5 Line -1.00 0.00 All Wall 5-2 n/a 5 Line 0.00 32.50 All Wall A-3 n/a A Line 21.00 33.00 All Wall A-4 n/a Line 33.00 44.00 All Wall A-1 n/a Line 0.00 12.50 All Wall A-2 n/a B Line 12.50 21.00 All Wall C-1 n/a C Line 0.00 49.00 ~vel 1 Force Building Block Shear Profile Locatio n [ft] Dir Element Line Start End E->W Floor Dl n/a 1 Line 0.50 32.50 E->W Floor D1 n/a 5 Line 0.50 32.50 N->S Floor D1 n/a B Line 0.00 94.00 N->S Floor D1 n/a C Line 0.00 44.00 All Wall 1-1 n/a 1 Line 0.50 32.50 All Wall 5-1 n/a 5 Line 0.50 32.50 All Wall B-1 n/a B Line 0.00 21.00 All Wall B-2 n/a B Line 21.00 94.00 All Wall C-1 n/a C Line 0.00 49.00 Magnitude [Ibs,plf,psf] Start End 230.0 230.0 230.0 230.0 125.0 125.0 125.0 125.0 43.5 0.0 0.0 43.5 43.5 0.0 0.0 43.5 172.5 172.5 172.5 172.5 22.5 22.5 22.5 22.5 30.8 0.0 0.0 30.8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 [Ibs,plf,psf] Start End 220.0 220.0 220.0 220.0 160.0 160.0 160.0 160.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Trib Width Trib Width 8 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 SEISMIC LOADS Level 2 Force Profile Locatio n [ft] Mag [Ibs,plf,psf] Dir Start End Start End E->W Line -3.00 -1.00 24.2 24.2 E->W Point -2.00 -2.00 161 161 E->W Point -1.00 -1.00 85 85 E->W Line -1.00 0.00 120.8 120.8 E->W Line 0.00 1.50 128.5 130.1 E->W Line 1.50 16.25 105.9 121.2 E->W Line 16.25 32.50 121.2 104.4 E->W Point 32.50 32.50 340 390 E->W Line 32.50 33.50 88.9 88.9 N->S Line -1.00 0.00 33.3 33.3 N->S Point 0.00 0.00 388 388 N->S Line 0.00 20.00 41.1 41.1 N->S Line 20.00 21.00 45.4 45.4 N->S Line 21.00 32.50 53.2 59.1 N->S Line 32.50 33.00 59.1 58.9 N->S Line 33.00 44.00 58.9 53.2 N->S Point 94.00 44.00 396 396 N->S Line 94.00 45.00 37.7 37.7 Level 1 Force Profile Locatio n [ft] Mag [Ibs,plf,psf] Dir Start End Start End E->W Point -2.00 -2.00 46 46 E->W Point -2.00 -2.00 1559 1559 E->W Point -1.00 -1.00 43 43 E->W Line -1.00 0.00 3.9 3.9 E->W Line 0.00 0.50 7.7 7.7 E->W Point 0.50 0.50 170 170 E->W Line 0.50 32.50 58.0 58.0 E->W Point 32.50 32.50 340 340 N->S Point 0.00 0.00 299 249 N->S Line 0.00 21.00 42.5 42.5 N->S Line 21.00 33.00 46.4 46.4 N->S Line 33.00 44.00 46.4 46.4 N->S Point 44.00 49.00 253 253 All loads entered by the user or generated by program are specified (unfactored) loads. The program will apply a load factor of 0.70 and reliability/redundancy factor to seismic loads before distributing them to the shearlines. WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force [plf] Allowable Shear [plf] Crit. Shearlines G Dir Ld. Case V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line 1 Level 2 Lnl, Lev2 1 S->N 996 30.6 33.8 339 1.00 S 339 9986 0.10 1 N->S 976 30.0 33.1 339 1.00 S 339 9986 0.10 Level 1 Lnl, Levl 1 S->N 3076 96.1 96.1 339 1.00 S 339 10833 0.28 1 N->S 3055 95.5 95.5 339 1.00 S 339 10833 0.28 Line 5 Level 2 Ln5, Lev2 1 S->N 1103 32.9 33.9 339 1.00 S 339 11002 0.10 1 N->S 1047 31.3 32.2 339 1.00 S 339 11002 0.10 Level 1 LnS, Levl 1 S->N 3183 99.5 113.7 339 1.00 S 339 9979 0.34 1 N->S 3123 97.6 111.5 339 1.00 S 339 9979 0.33 East-West W For Shear Force [plt] Allowable Shea r [plt] Crit. Shearlines G Dir Ld. Case V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line A Level 2 LnA, Lev2 1 W->E 1175 26.7 57.3 339 1.00 S 339 6940 0.17 1 E->W 1170 26.6 57.1 339 1.00 S 339 6940 0.17 Wall A-3 1 W->E 401 26.7 57.3 339 1.00 339 2370 0.17 1 E->W 399 26.6 57.1 339 1.00 339 2370 0.17 Wall A-4 1 W->E 344 26.7 57.3 339 1.00 339 2031 0.17 1 E->W 342 26.6 57.1 339 1.00 339 2031 0.17 Wall A-1 1 W->E 430 26.7 57.3 339 1.00 339 2539 0.17 1 E->W 428 26.6 57.1 339 1.00 339 2539 0.17 Line B Level 1 LnB, Levl 1 W->E 2599 59.1 118.1 339 1.00 S 339 7947 0.35 1 E->W 2594 59.0 117.9 339 1.00 S 339 7447 0.35 Wall B-2 1 W->E 709 59.1 118.1 339 1.00 339 2031 0.35 1 E->W 708 59.0 117.9 339 1.00 339 2031 0.35 Wall B-1 1 W->E 1890 59.1 118.1 339 1.00 339 5416 0.35 1 E->W 1887 59.0 117.9 339 1.00 339 5416 0.35 Line C Level 2 LnC, Lev2 1 W->E 1219 27.7 50.8 339 1.00 S 339 8129 0.15 1 E->W 1218 27.7 50.8 339 1.00 S 339 8129 0.15 Level 1 LnC, Levl 1 Both 2693 60.1 78.9 339 1.00 S 339 11340 0.23 C- Sheathing Combination: A-Add capacities; S- Strongest only; X- Strongest or twice weakest. 10 WoodWorks® ShearWalis LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 DRAGSTRl1T AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or O enin X Y Ld. Case Shear Dead U lift Cmb'd Force Ibs Line 1 Line 1 Vert. Element 0.00 0.00 270 270 1-1 Left Wall End 0.00 0.50 769 769 Line 1 Vert. Element 0.00 14.50 270 270 Line 1 Vert. Element 0.00 17.50 270 270 1-1 Right Wall End 0.00 32.50 1039 1039 Line 5 Line 5 Vert. Element 44.00 0.00 271 271 5-1 Left Wall End 49.00 0.50 909 909 5-1 Left Opening 1 44.00 15.00 909 909 206 5-1 Right Opening 1 44.00 19.00 909 909 192 5-1 Right Wall End 44.00 32.50 1181 1181 Line A Line A Vert. Element 0.00 -2.00 458 958 Line A Vert. Element 3.50 -2.00 458 458 Line A Vert. Element 8.50 -2.00 458 458 Line A Vert. Element 12.50 -2.00 458 458 Line A Vert. Element 21.00 -2.00 458 458 Line A Vert. Element 24.50 -2.00 958 458 Line A Vert. Element 29.50 -2.00 458 958 Line A Vert. Element 33.00 -2.00 917 917 Line A Vert. Element 36.00 -2.00 458 458 Line A Vert. Element 41.00 -2.00 458 458 Line A Vert. Element 44.00 -2.00 458 458 Line B B-1 Left Wall End 0.00 0.50 945 945 B-1 Left Opening 1 4.00 0.50 945 945 236 B-1 Right Opening 1 9.00 0.50 945 945 59 B-2 Left Wall End 21.00 0.50 1890 1890 B-2 Left Opening 1 24.00 0.50 945 945 827 B-2 Right Opening 2 91.00 0.50 945 995 177 B-2 Right Wall End 44.00 0.50 945 945 Line C C-1 Left Wall End 0.00 32.50 1037 1037 Line C Vert. Element 3.50 32.50 406 406 Line C Vert. Element 8.50 32.50 406 406 C-1 Left Opening 1 9.00 32.50 902 902 169 C-1 Right Opening 1 15.00 32.50 767 767 191 Line C Vert. Element 20.00 32.50 406 406 C-1 Left Opening 2 23.00 32.50 631 631 40 C-1 Right Opening 2 27.50 32.50 631 631 311 Line C Vert. Element 34.50 32.50 906 406 Line C Vert. Element 40.50 32.50 406 406 C-1 Right Wall End 44.00 32.50 1037 1037 Level 2 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or O enin X Y Ld. Case Shear Dead U lift Cmb'd Force Ibs Line 1 1-1 Left Wall End 0.00 0.00 270 270 1-1 Left Opening 1 0.00 14.50 270 270 45 1-1 Right Opening 1 0.00 17.50 270 270 97 1-1 Right Wall End 0.00 32.50 270 270 Line 5 5-2 Left Wall End 44.00 0.00 271 271 33 5-2 Right Wall End 44.00 32.50 271 271 Line A A-1 Left Wall End 0.00 0.00 958 458 A-1 Left Opening 1 3.50 0.00 458 458 107 A-1 Right Opening 1 8.50 0.00 458 958 26 A-1 Right Wall End 12.50 0.00 458 958 96 A-3 Left Wall End 21.00 -2.00 458 458 131 A-3 Left Opening 1 24.50 -2.00 458 458 24 A-3 Right Opening 1 29.50 -2.00 458 458 157 A-3 Right Wall End 33.00 -2.00 917 917 A-4 Left Opening 1 36.00 -1.00 458 458 42 A-4 Right Opening 1 41.00 -1.00 458 458 92 A-4 Right Wall End 44.00 -1.00 458 458 Line C C-1 Left Wall End 0.00 32.50 406 406 11 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 DRAGSTRUT AND HOLDDOWN FORCES (flexible wind design, continued) C-1 Left Opening 1 3.50 32.50 906 406 81 C-1 Right Opening 1 8.50 32.50 906 406 58 C-1 Left Opening 2 11.00 32.50 406 906 C-1 Right Opening 4 20.00 32.50 906 406 249 C-1 Left Opening 5 34.50 32.50 406 906 85 C-1 Right Opening 5 40.50 32.50 406 906 81 C-1 Right Wall End 44.00 32.50 406 906 Dead load contribution to combined force is factored by 1.00 load combination factor 12 -_-___ WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 Wind Suction Design COMPONENTS AND CLADDING by SHEARLINE North-South Sheathing [pst] Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Gr Ca End Int End Int Tem Moist 1 1 1 21.5 48.0 0.45 29 24 68 0.42 0.36 1.00 1.00 2 1 21.5 48.0 0.45 29 24 68 0.42 0.36 1.00 1.00 2 1 21.5 48.0 0.45 29 24 68 0.42 0.36 1.00 1.00 3 1 21.5 48.0 0.45 29 24 68 0.42 0.36 1.00 1.00 4 1 21.5 48.0 0.45 29 29 68 0.42 0.36 1.00 1.00 5 1 1 21.5 48.0 0.45 29 29 68 0.42 0.36 1.00 1.00 2 1 21.5 48.0 0.45 29 29 68 0.42 0.36 1.00 1.00 East-West Sheathing [psfJ Fastener Withdrawal [Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Gr Ca End Int End Int Tem Moist A 2 1 21.5 98.0 0.45 29 29 68 0.92 0.36 1.00 1.00 B 1 1 21.5 98.0 0.45 29 24 68 0.42 0.36 1.00 1.00 C 1 1 21.5 98.0 0.95 29 29 68 0.42 0.36 1.00 1.00 2 1 21.5 48.0 0.45 29 29 68 0.42 0.36 1.00 1.00 13 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Building Area Mass Ibs s .ft Story Shear [Ibs] E-W N-S Shear Ratio Rmax E-W N~ Reliability Factor p E-W N-S Level2 15587 1461 3013 3013 0.239 0.163 -0.19 -1.21 Level1 25480 1408 2463 2463 0.197 0.186 -0.70 -0.87 Structure 41067 - 5476 5476 - - 1.00 1.00 Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.87; Ev = 0.17 D SHEAR RESULTS North-South W For HM/ Fact. Shear Force [plt] Allowable Shear [plf] Crit. Shearlines G Dir Int Ext V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line 1 Level 2 Lnl, Lev2 1 Both 1.0 1.0 993 30.5 33.6 242 1.00 S 242 7133 0.19 Level 1 Lnl, Levl 1 Both 1.0 1.0 1838 57.9 57.4 292 1.00 S 242 7738 0.24 Line 5 Level 2 LnS, Lev2 1 Both 1.0 1.0 1117 33.3 34.4 242 1.00 S 242 7859 0.14 Level 1 LnS, Levl 1 Both 1.0 1.0 1995 62.3 71.2 242 1.00 S 242 6770 0.29 East-West W For HNV Fact. Shear Force [plt] Allowable Shear [plt] Crit. Shearlines G Dir Int Ext V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line A Level 2 LnA, Lev2 1 Both 1.0 .75 1559 35.4 76.0 181 1.00 S 181 4277 0.92 Wall A-3 1 Both 1.0 .87 532 35.4 76.0 181 1.00 212 1981 0.36 Wall A-4 1 Both 1.0 .75 956 35.4 76.0 181 1.00 181 1088 0.42 Wall A-1 1 Both 1.0 .87 570 35.4 76.0 181 1.00 212 1708 0.36 Line B Level 1 LnB, Levl 1 Both 1.0 .75 1927 43.8 87.6 181 1.00 S 181 4957 0.48 Wall B-2 1 Both 1.0 .75 526 43.8 87.6 181 1.00 181 1088 0.48 Wall B-1 1 Both 1.0 1.0 1402 43.8 87.6 242 1.00 242 3869 0.36 Line C Level 2 LnC, Lev2 1 Both 1.0 .63 1624 36.9 67.7 151 1.00 S 151 5365 0.45 Level 1 LnC, Levl 1 Both 1.0 1.0 2511 57.1 75.0 292 1.00 S 242 8100 0.31 G Sheathing Combination: A- Add capacities; S- Strongest only,' X- Strongest or twice weakest. 14 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 DRAGSTRl1T AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or O enin X Y Shear Dead U lift Cmb'd Force Ibs Line 1 Line 1 Vert. Element 0.00 0.00 269 269 1-1 Left Wall End 0.00 0.50 460 460 Line 1 Vert. Element 0.00 14.50 269 269 Line 1 Vert. Element 0.00 17.50 269 269 1-1 Right Wall End 0.00 32.50 729 729 Line 5 Line 5 Vert. Element 44.00 0.00 275 275 5-1 Left Wall End 44.00 0.50 570 570 5-1 Left Opening 1 44.00 15.00 570 570 129 5-1 Right Opening 1 44.00 19.00 570 570 120 5-1 Right Wall End 94.00 32.50 845 845 Line A Line A Vert. Element 0.00 -2.00 608 608 Line A Vert. Element 3.50 -2.00 608 608 Line A Vert. Element 8.50 -2.00 606 608 Line A Vert. Element 12.50 -2.00 608 608 Line A Vert. Element 21.00 -2.00 608 608 Line A Vert. Element 24.50 -2.00 608 608 Line A Vert. Element 29.50 -2.00 608 608 Line A Vert. Element 33.00 -2.00 1217 1217 Line A Vert. Element 36.00 -2.00 608 608 Line A Vert. Element 41.00 -2.00 608 608 Line A Vert. Element 44.00 -2.00 608 608 Line B B-1 Left Wall End 0.00 0.50 701 701 B-1 Left Opening 1 9.00 0.50 701 701 175 B-1 Right Opening 1 9.00 0.50 701 701 49 B-2 Left Wall End 21.00 0.50 1402 1402 B-2 Left Opening 1 24.00 0.50 701 701 613 B-2 Right Opening 2 41.00 0.50 701 701 131 B-2 Right Wall End 44.00 0.50 701 701 Line C C-1 Left Wall End 0.00 32.50 1141 1141 Line C Vert. Element 3.50 32.50 541 541 Line C Vert. Element 8.50 32.50 541 541 C-1 Left Opening 1 9.00 32.50 961 961 161 C-1 Right Opening 1 15.00 32.50 780 780 181 Line C Vert. Element 20.00 32.50 591 591 C-1 Left Opening 2 23.00 32.50 600 600 38 C-1 Right Opening 2 27.50 32.50 600 600 295 Line C Vert. Element 39.50 32.50 541 541 Line C Vert. Element 40.50 32.50 541 541 C-1 Right Wall End 44.00 32.50 1141 1141 Level 2 Line- Position on Wall Locatio n [ft] Holddown Force [Ibs] Dragstrut Wall Or O enin X Y Shear Dead U lift Cmb'd Force Ibs Line 1 1-1 Left Wall End 0.00 0.00 269 269 1-1 Left Opening 1 0.00 14.50 269 269 45 1-1 Right Opening 1 0.00 17.50 269 269 47 1-1 Right Wall End 0.00 32.50 269 269 Line 5 5-2 Left Wall End 94.00 0.00 275 275 33 5-2 Right Wall End 44.00 32.50 275 275 Line A A-1 Left Wall End 0.00 0.00 608 608 A-1 Left Opening 1 3.50 0.00 608 608 192 A-1 Right Opening 1 8.50 0.00 608 608 35 A-1 Right Wall End 12.50 0.00 608 608 127 A-3 Left Wall End 21.00 -2.00 608 608 174 A-3 Left Opening 1 24.50 -2.00 608 608 32 A-3 Right Opening 1 29.50 -2.00 608 608 209 A-3 Right Wall End 33.00 -2.00 1217 1217 A-9 Left Opening 1 36.00 -1.00 608 608 55 A-4 Right Opening 1 41.00 -1.00 608 608 122 A-4 Right Wall End 44.00 -1.00 608 608 Line C C-1 Left Wall End 0.00 32.50 591 541 15 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 DRAGSTRUT AND HOLDDOWN FORCES (flexible seismic design, continued) C-1 Left Opening 1 3.50 32.50 541 541 108 C-1 Right Opening 1 8.50 32.50 541 541 77 C-1 Left Opening 2 11.00 32.50 541 541 C-1 Right Opening 4 20.00 32.50 541 541 332 ~ C-1 Left Opening 5 34.50 32.50 541 591 119 i C-1 Right Opening 5 40.50 32.50 591 591 108 t C-1 Right Wall End 49.00 32.50 591 541 16 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Dec. 29, 2005 13:11:28 17 WoodWorks~ LOADS: (Ibs, psf, or plf ) COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 2122 (253)589-3265 F1 Dec. 29, 2005 13:09:59 Design Check Calculation Sheet Sizer 2004 Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 45.0 No Load2 Live Full UDL 290.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 0' 7'-6" Dead 191 191 Live 900 900 Total 1091 1091 Bearing: LC number 2 2 Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 54 Fv' = 180 fv/Fv' = 0.30 Bending(+) fb = 801 Fb' = 1170 fb/Fb' = 0.68 Live Defl'n 0.10 = L/936 0.25 = L/360 0.38 Total Defl'n 0.13 = L/710 0.38 = L/240 0.34 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 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 = 2046 lbs-ft Shear LC# 2 = D+L, V = 1091, V design = 916 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 verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks~ LOADS: (Ibs, psf, or plf ) COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 2122 (253) 589-3265 F2 Dec. 29, 2005 13:10:19 Design Check Calculation Sheet Sizer 2004 Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 100.0 No Load2 Live Full UDL 400.0 No Load3 Dead Full UDL 255.0 No Load4 Snow Full UDL 425.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) o' s' Dead 1088 1088 Live 1856 1856 Total 2949 2944 B i ear ng: LC number 3 3 Len th 1.3 1.3 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 101 Fv' = 207 fv/Fv' = 0.49 Bending(+) fb = 1062 Fb' = 1242 fb/Fb' = 0.85 Live Defl'n 0.05 = <L/999 0.20 = L/360 0.24 Total Defl'n 0.09 = L/784 0.30 = L/240 0.31 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 1.200 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 = D+.75(L+S), M = 4416 lbs-ft Shear LC# 3 = D+.75(L+S), V = 2949, V design = 2188 lbs Deflection: LC# 3 = D+.75(L+S) EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks~ LOADS: (Ibs, psf, or plf ) COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 2122 (253) 589-3265 F3 Dec. 29, 2005 13:10:29 Design Check Calculation Sheet Sizer 2004 Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 110.0 No Load2 Live Full UDL 440.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) o' s' Dead 353 353 Live 1320 1320 Total 1673 1673 B i ear ng: LC number 2 2 Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 58 Fv' = 180 fv/Fv' = 0.32 Bending(+) fb = 603 Fb' = 1080 fb/Fb' = 0.56 Live Defl'n 0.03 = <L/999 0.20 = L/360 0.17 Total Defl'n 0.05 = <L/999 0.30 = L/240 0.16 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 = 2510 lbs-ft Shear LC# 2 = D+L, V = 1673, V design = 1243 lbs Deflection: LC# 2 = D+L EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks~' LOADS: (Ibs, psf, or plf ) COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 2122 (253) 589-3265 F4 Dec. 29, 2005 13:10:41 Design Check Calculation Sheet Sizer 2004 Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? Loadl Dead Full UDL 100.0 No Load2 Live Full UDL 400.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) 0' 11' Dead 592 592 Live 2200 2200 Total 2792 2792 B i ear ng: LC number 2 2 Len th 1.4 1.4 Glulam-Unbal., West Species, 24F-1.8E WS, 3-1/8x10-1/2" Self Weight of 7.55 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 107 Fv' = 240 fv/Fv' = 0.45 Bending(+) fb = 1604 Fb' = 2400 fb/Fb' = 0.67 Live Defl'n 0.24 = L/543 0.37 = L/360 0.66 Total Defl'n 0.34 = L/387 0.55 = L/290 0.62 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fb'+ 2400 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 240 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Bending(+): LC# 2 = D+L, M = 7677 lbs-ft Shear LC# 2 = D+L, V = 2792, V design = 2347 lbs Deflection: LC# 2 = D+L EI= 542.63e06 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. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 2122 V1/oOdWOrks~ (253) 589-3265 F5 -,e, - k ~ Dec. 29, 2005 13:10:52 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 80.0 No Load2 Live Full UDL 320.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) Dead 351 351 Live 1280 1280 Total 1631 1631 Bearing: LC number 2 2 Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 61 Fv' = 180 fv/Fv' = 0.34 Bending(+) fb = 784 Fb' = 1080 fb/Fb' = 0.73 Live Defl'n 0.08 = <L/999 0.27 = L/360 0.30 Total Defl'n 0.11 = L/852 0.40 = L/240 0.28 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 = 3262 lbs-ft Shear LC# 2 = D+L, V = 1631, V design = 1316 lbs Deflection: LC# 2 = D+L EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.