Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
20050436
;,~~." ~~ ". ~_ ~'r` ~~, "~ Cl1 ~ ~ CJ1 C~ N Dc ~~ sue, N ~ ~ 01 b7 ~ p 7 "' ~ n to p. ~ ~° N ^~ j ~~~ a~ ~ v N S O ~ ? N~ ~ ~ ? 3 ()~N ~yy~To T' w n ~~a~ ~~~ N. `~~ ,~'. v 0o n A ~ ~ ~ a A ~ C ? N ~ C ~ ~ ~ ... W ~ ~ W W ~ ~ ~ a fD n N ~ Q > > Q. ~' ~• U1 d ~• l~D f~ ~. co ~ ~ ~° D z ~° O c ~ 'v ~w D ~ ~ m m n~ a n n_ n ~ m m a _~ Q Z N V1 C v -~ z c a fD N rn n ~ ~ m ~ Z 0 ~_ ~ D ~ r m c7 r m ~ ~ I _~ W ^~_ C •/ r g m Z O fp n D n ~ ~ ~ Z Z NEW CONSTRUCTION WATER INSPECTION DATE: ~J....V EVELOPMENT: LOT #= ~° ~~ LOT#~I~--c'°~ LOT # FROM :YELM SEWER DEPT. ~~ xH'~' A o~' ~.~ a ~+ ~~ FAX N0. :360-458-8166 Jul. 12 2006 03:02PM P1 FAX TRANS~VIISS~()N CITY OF YELM L~ T°" P.Q. $OX 479 -~ 93,1 NP ROAD 1vE YELM, 'WA 98597 ~, ~ ~ ~ ~6o=~sg-84l ~ ~~ ~ ~ F ~ 60-458-8166 AX 3 FAX~#: From: ~1.1~ ~~ DATE: 7- J~-d.~ PAGT:S: ~ ,including this Cover sheet Subject: N ~ U S C" ~... ~ ~tJJa ~.. ~ /j4 u~C'1ti mnJ }-~ r t.. L ,~1 ~ ~ ~, ~~ COMMENTS: ~....o ~ 17~ ~~G,$~r uynTA~uw~ ST, SrC. Z-- ~ 1 l '~~ ! o ~ g .l . c,l vr1 T~9 ~v it n~ ~'~". 5, ~ , ~~~~~,~~ ~-t~ 7 ** Ii' you do not receive all copies car any copy is not legil~le, please ell (36Q) !}58-841 1 as soon as passible. CITY OF YELM INSPECTION LOG PROJECT ~)~ ~ ~~~ ~{ / ~~~ l PERbIIT NG-VlBER ~ S ~ ~ `~.3,C~ ADDRESS p SET BACKS Date: ~ '~ ~ FOOTLti~G tiVAI,I,, ~/ ~„ Front ~ ^ 1~,; ^ 6;; ~~~~ Rear 2 ^ 16" ^ g;; Side/Flanking ^ other ^ other Side J (~ ^ required vents FOOTING REBARDate: ~ I WALL REBAR Date: Comments COMBINED FRAME/ EXTERIOR SHEAR WALL INSPECTION Hold downs ^/ Shear Nailing ^ Frame ~J ~ G Gas/Propane X7 ~ Plumbing l~ Mechanical ~ ,E J Comments II~TStiLATION CJ as ^ lectric ^ other C~' Foam and Seal l~apor barrier ^ PVA Comments ~' D(, STET ROCKlSHEAR WALL NAIL Camments_ ~~ ~~~~ .,.,.._ OTHER Comments 7';'7 \T 1~ ~ Sewer Final :~ Electrical ~ Civil Final ^ Landscape Final Address ~ Insulation Site Drainage ~ Sidewalk Comments 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 City: Tacoma Property lnformation~ Site Address: 10691 Umtanum St. SE Assessor Parcel No. 32680001800 Contractor tnformation: Name: Applicant Address: Contractor License No: Project Information; Project: Autumn Hill, phase II Description of Work: 1924 SFR, Lot 18 Sq. Ft. per floor: (1st) 1418 (2nd) 506 Heat Type (Electric, Gas, Other): GAS Fees: Item --------------------------- Building Permit 100-500k Building Plan Review Mechanical Permit Plumbing Permit Sewer ERU Sewer Inspection Water ERU Water Meter (SFD) Water Deposit Traffic Facilities Charge Sewer Deposit State Building Fee Fire District Impact Fee TOTAL FEES: Applicant's Affadavit: Permit Ivo: BLD-05-0436-YL Issue Date: 01/06/2006 (Work must be started within 180 days) Receipt No: 39652 Phone: 253.537.6370 State: WA Zip 98445 Subdivision: Autumn Hill, phase II Contact: City: Expires: (3rd) 0 Item Fee Base Amt ----------- ----------- 1,431.67 993.75 604 .88 0.00 78 .25 0.00 118 .00 20.00 5,569 .00 0.00 145 .00 0.00 1,500 .00 0.00 300 .00 300.00 40 .00 40.00 757 .50 0.00 50 .00 50.00 4 .50 4.50 515 .38 0.00 $11,114.18 Unit Fee 437.92 0.00 0.00 98.00 5,417.00 145.00 1,500.00 0.00 0.00 757.50 0.00 0.00 515.38 Phone: State: Zip: Business License: Garage 462 Basement 0 Lot: 18 Unit Rate No. Units Unit Desc 5.6000 -- 78.2000 ------------ $1,000 0.0000 0.0000 0.0000 0.0000 7.0000 14.0000 Fixture 5,417.0000 1.0000 ERU 145.0000 1.0000 ERU 1,500.0000 1.0000 ERU 0.0000 0.0000 0.0000 0.0000 750.0000 1.0100 Peak PM Trip 0.0000 0.0000 0.0000 0.0000 0.2160 2,386.0000 square foot I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in th t e of ashi to .. Signature Date Firm w _ _. /i,../_ I ~ ~/~ # Sets. of Prints: - Finat Inspections Date: ~ /~ ~y BY~ 'L'~: `~~_ s .~ a-s ~ - s- ~ s -s - - a- - ~ l T;3t\~ ~~~ 1 iJ~ ~'~ _ \ r v _y ~. ~~ RFC~~P~- r~®. 3 9 6 5 2 i ****ELEVEN THOUSAND ONE HUNDRED FOURTEEN DOLLARS & 18 CENTS ~cC~``:~D r~OlVl DATE REC. NO. AMOUNT LANDSHAPES NW INC 01/06/06 39652 11.114.18 CHECK 1151 E 112TH ST TACOMA WA 98445 BUDGETARY LOT18, 10691 UMTANUM ST SE REQ. ~ ~~t ~~L PENDING! PERMIT1431.67, PLAN604.88, MECH78.25, PLUMB118. SWRERU5569. SWRINP145, WTR ERU1500. MTR300. DEP90. TRAFFIC757.50, BC4.50, FIRE515.38 LOT18 City of Yelm Community Development Depa Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street Project Information: Project: Autumn Hill, phase II Description of Work: 1924 SFR, Lot 18 Site Address: 10691 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: ~" ~~~~` Permit Fees Schedule ~ . tmerrt JAN t~ ~ ,,,., ~ Permit No: BLD-05-0436-YL CI1~Y QF YELM ~~~~ ~ ~~ 1' _ - ~rPhone: 253.537.6370 City: Tacoma ~~- "- State: WA Zip 98445 Assessor Parcel No. 32660001800 Item Fee Base Amt ---------- Unit Fee -- Unit Rate No. Units Unit Desc 1,431.67 993.75 --------- 437.92 ---------- 5.6000 ----------- 78.2000 ----------- $1,000 604.88 0.00 0.00 0.0000 0.0000 78.25 0.00 0.00 0.0000 0.0000 118.00 20.00 98.00 7.0000 14.0000 Fixture 5,569.00 0.00 5,417.00 5,417.0000 1.0000 ERU 145.00 0.00 145.00 145.0000 1.0000 ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU 300.00 300.00 0.00 0.0000 0.0000 40.00 40.00 0.00 0.0000 0.0000 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip 50.00 50.00 0.00 0.0000 0.0000 4.50 4.50 0.00 0.0000 0.0000 515.38 0.00 515.38 0.2160 2, 386.0000 square foot $11,114.18 Yelm Community Schools PO Box 476 Yelm, WA 98597 Clerk: Gerber Terminal: 2 Receipt: 13003 Manual Receipt: NTACOMA NMITIGATIONS LANDSHAPES, NORTH 41JEST INC. 1/6/2006 12:27 PM Qty Item J__ Price 1 CPF2900 10700.00 MITIGATION Autumn Hill 11 - Lots 15,16,17,18 & 19 Subtotal: 10700.00 Tax: 0.00 Total: 10700.00 Check 10700.00 3181 Change Due: 0.00 <-~ '~ . ~~ -,r~ mot' -ty ~ °k ~~: } ;. y ~t :, ,. -. ~ r ., ~ k ~ 4_ ~.« '~~~ `~"j f ~ !~ Northwest Inc. Office: 1151 East 112th Street -Tacoma, WA 98445 253 537-6370 - Fax: 253 537-9163 To Whom It May concern: Infiltration as designed on the engineered plat shall be located in the rear yard of each lot. 1 Lubbesmeyer President ~.. ~_ ~ I ~~ CITY ®F YELM -~(~ ~ / 11;E5if3ENTi/nA7i_ i~t1ELf)ffVG PEiZMiT APPffCATfON F®RM .~ Lam' r ,~~, Project Address: ~ ~lti d ' b'.d;~ rl~(~ ~'~ ~ Parcel #~ L2 - ~I~,,Q ~~ ~ ._._--- ~' q~ Subdivision: ~ ~ ~ ,~ Lot #:_~ Zening; fX New Construction D Re-Model / Re-Roof /Addition D Home Occupation Sign 0 Plumbing 0 Mechanical D Mtob~le /Manufactured Home Placement D Other ProjectDescriptiong/Scoper~of~W,ork: c.-~1t~at';1~4~-..(tit"T~tj~i.t Project Value: r~ 1 ~ ,~lA~ ~- Building Area (sq. ft) 1$` Floor I r 2"d Floor~i~ Garage "'1~ Deck Basement Carport Patio # Bedrooms ~ # Bathrooms ~ , 5 Heating: AS~JTNER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? ~_ If yes, a completed environmental checklist must accompany permit application. D ~~oo~, ~~ ,r~~ / ~~y ~iyQ~,~ ~,~% o©,f Bt11LD'ING OWNER-NAME: ADDRESS ~ I~:~i t--- t, t'L.~-i - "°° _ EMAIL CITY~~C~Y'Y"!1`-1 STATE~_ZIN~'~ C TELEPHONE ~•~?~ ~~7- ,x"31 ARC~iIT(=CT%f"NOIIV~EFR~-~ti1`_~i~R~L(` E~ LICENSE # ADDRESS ~ Eta EMAIL CITY ~"/~eo>~'~~ STATE~_ZIP % • ~0~) TELEPHONE25~~5-`:32~7`~. 6`EhJEfZAL CC3'I~1'CR7~,~~t~"I~ TELEPHONE c- -- ~" ~' ADDRESS - EMAIL CITY - '" STATE ZIP 'FAX r)c ; _ -~ ~ le CONTRACTOR'S LICENSE # ~ ~ i XP DATE CIT LICENSE # PLU(bj+61NG C~NTR'A~TOR ~-SS ~ j 7 ELEPHONE '~~ ~- ADDRESS ~ ~ ~ .~..' ~ EMAIL ~ ~ CITY~~~-1i-Sf~fy"1 STATE - ZIP~`~533~, FAX CONTRACTOR'S LICENSE #_hi~4F~t~S05'~(~ EXP DATE CITY LICENSE # f~~CHP;NICP;L CQNTf~ACTdR ~~ TELEPHONE - 3 '~ - C~ ADDRESS ~~ ~ 'W~ d. ~ EMAIL CITY_`~'At~iR1PJf~1~ STATE - ZIP FAX 'x.'`.i3 ~~;-~1 "t - _~- `~, CONT ACTOR'S LICENSE #~QA1AI~i~U1'"7~:~- EXP DATE___- C~ UCENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above Irtfarmation is correct and that the construction on, arrd the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the Sta4e of Washington and the City of Ye m. /~ ; Applicant Signature - Date Owner /Contractor /Owner's Agent !Contractor's Agent (Ptease 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 ~u~ reim avenue wear (360) 458-3835 PO Bax 479 (360) 458-3144 FAQ Yeim, WA 98597 www.ei.yeirn.wa.us After recording return to: Yelm Community Schools District No. 2 P. O. Box 476 Yelm, WA 98597 Atm: Erling M. Birkland MTTtGATIUN AGREEMENT Refereaee No: Autumn Hill, SUB-04-003(~YL, Yelm, WA Grantor. I. Jolty Lubbesmeyer Landshapes Northwest, Inc. 1 I S 1 E. 112iA, Tacoma, WA 98445 Grantee: 1. Yelm Community Schools District No. ~ Leal Description: A 30-17-2E S2 NE NW SE LESS RD Asuasor a Pra G% J G 7 ~~ ~ ~ ' per'ty Tax Parcel NumberlAccorrnt 1\untbew ~736426~i U(I ~? ~ 7 ~ 3 THIS MITIGATION AGREEMENT ("Ageemem") is made this~~ ~~, , 2005, between the YELM COMMUNITY SCHOOLS DISTRICT NO. 2, Yelm, Washington ( "District") and Landshapes Norhtwest, Etc.. (the "Developer" ). REC ALS A. The Developer has submitted an application to Thurstotti County for the constnretiotr of a 24 bt subdivision "Autumn Hill II" Yelm, Wash. (the "project"). The project is located on property that lies within District boundaries, more particularly described on Exhibit A, attacbed hereto and incorporated herein by reference. B. The State Environmental Policy Act, Chapter 43.21C RCW ("SEPA°~, provides processes and procedures wheroby major actions by stag and local agencies, including, but not limited to, plat or PUD approval or the isstrartce of building permits, may be reviewed to determine the nature and extent of their impact on the environment. Impacts on public services, including schools, at+c environmental impacts for the parrposes of SEPA. SEPA requires the mitigation of adverse environmental impacts. C. The District's student population and growth 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 b voluntary agreement with the Developer for payment to mitigate the impact of the Developer's Project.; ~. E. Pursuant to Resolution Alo. 12-16.93-OS, 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 Districx. AGREEMENT NOdV, THEREFORE, in consideration of the above recital and file mutual promises and covenants below, the District and the Developer agree as follows: 1. The Developer acknowledges snd agrees that there is at direct impact on the District as a result of the Developer's Project and that this Agreemcrtt 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 sutra of money: Two Thousand One Hundred Forty and no/10D Dollars (52140.00 for each lot in the subdivision or the total sum of Fifty One Thousand Three Hundred Si>,-ty and no/100 Dollars (551,360.00) (the hMitigation Payment") for the .4 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 Ito the Project that t+esults in an adjustment in the number of Iots shall result in a corresponding pro fate adjustment in the Mitigation Payment. 4. The Developer agrees that the payment of the full A9iti~attion Payment (in the amount of Two Thousand One Hundred Foray and no/100 Dollars (52,140.00) per dwelling unit or Fiftry One Thousand Three Hundred Sixty rand no/100 Dollars (551,3b0.00) for tNe project, shall be a condition of building permit issuance for each single family dwelling in the project] 1f building permit issuance does not occur within Five (5) years from the daft of this Agreement, the atrtount duo for mitigation, as stated in paragraph 2 above, shall be modified to the amount reflected in ~ the then most recent mitigat(ort agreement to which the District is a party. A copy of such agreetfient shall be made available. to Developer upon request. S. The District agrees to record this Agreement after it base been executed by the parties. 6. The Developer acknowledges and agrees that the Miti~tion Paymatt is authorized w be used for capital improvements to the following facilities: Southworth Elementary SchooD, Mill Pond Intermediate School, Yelm Middle School, and/or Yelm High School and/or any outer facilities that may be affectai by the Project and/or the purchase of portable facilities and/or school buses. 7. The Developer agrees that the District has five (5) yea>+S from the payment date to spend the Mitigation Payment for the capita! improvements or expenditures Idesoribed in paragraph b. >n tht event that the Mitigation Payment is not expended within those flue years, the moneys will be refunded with interest ar the rate applied to judgments to the property awners~of record at the time of refund; however, if the Mitiption 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, assuring, filing or bringing any lawsuit, litigation, claim, or challenge or proceeding to challenge this Ageement, claim any repayment or reuabursement of funds, performance or improvements provided for therein, or any of its terms and conditions, on any ground or basis whatsoever. 9. The Disuict hereby waives any objection to the Pro I0. The District and the Deveto 1~ ~ presently proposed. Per agree that the Mitigation Payment will be full and complete mitigation Tor the impact of the Project as presently proposal mn the District. 11. This Agreement shall be binding upon and inane to thk benefit of the heirs, executors, administrators, successors, and assigns of both of the Developer and theiDistrict. 12. If an action must be brought to enforce the terms of thi! Agtement, such action shall be brought in Thurston County Superior Court. The prevailing parry shall be entitled to payment of its costs and reasonable attorneys' fees. 13. This Agreement constitutes the entire agreement benween the parties and any other agreement either written or oral shall be null and void. . EXHisIT A - LEGAL DESCRIPTION lD$~~ GeneraD Location~- Vancil Rd.. Yehn. WA Section 30 Township t 7N Range 2E Land Area 5.94 acres /~,, Tax Parcel Number. ~61~9~81~ ~.-13cj 13p~ (jp ~` , YELM COMMUNITY SCHOOLS DISTRICT DATEb: S ` ~ 7- a ,~ STATE OF WASI-IINC'rTON ) )SS COUNTY OF THURSTON ) 1S2 By: Alan aurke ' lts Superirttettdent l certify that I know or have satisfactory evidence that Alan Burks is the person who appeared before me, and said person acknowledged that be signed this instttuittent, on oath stated that he w•as suttarized 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 GIVEN undcr any hand and official seal this day of _ 2005 o ~5~~,,..-~ ;,-~F~ aaro, O L1 m and for the State of ~2~ ~9q~~,.: ., inSton. residing at ~ r My Commission Expires ~~C~ : 2 ' l< tL ~ ~~G : ~ ~~ .~ . DATED: STATE ®F WAS-~INGTON ) ~S CCIJNTY ®F THURST®RI ~ John Lubbesrahyer its I certify that - know or have satisfactory evidence that Johni Lubbesmeyer is the person who appeared before rns, and said person acknowledged that be signed this;instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the applicant for this subdivision to be the free and vohuttary act of such party for the uses and purposes mcntibncd in the instrument. G-VE1V under my hand and officia) seal this ~~dday of ~ [ .2005 _ ...... p.0e+eams~ .. _... . . a o. ~~ ~ ~T~y~tq °°e,~ N to and for the State of _.~~"~ °'~° ,~,~~ ry ngton, t~siding at ®.~0-4tY ~'.~ '', My Commission Expires: /®-) q-per at~ ~r~®G ,~~~'` TOTAL P.05 ! i~1i':~ :~~~):w t., tai pr t p ..;~~i f 1.~1 ~+_ .' ... ~...~.~. 1 ~~1 ~5~7~)~.1 REGISTERED AS -PROVIDED BYLAW AS CONST CONT GENERAL REGIST..:# EXP. DATE CCO1 LANDSNI,9b5MT_08/13/2006 EFFECTIVE DATE 08/13/2004 LANDSHAPES NORTHWEST, INC ___ 1151 EAST 112TH STREET TACOMA.. ; WA_ , 9 8 4 4 5 - , . Signature Issued by DEPARTMENT OP LABOR AND INDUSTRIES FC,25-052-000 (8/97) r-- Detach And Displa}~ Certificate ---, 4~~ice CoU ~ ..~ PIERCE COUNTY 2002 WA. STATE ENERGY DEVELOPMENT CENTER CODE INFORMATION ~~~~~~ _ - .~~~ ~ ~'~ "~~ Application No. Date: PLEASE COMPLETE THE FOLLOWING: Glazing area calculation:, Heats stem sizing calculation: '~~ h ~~ Sf = ~~ sf = % ~- x 20 ~~J~D~ 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. J~O~B.,,TYPE: OCCUPANCY: COMPLIANCE PATH: HEAT SYSTEM SIZE; „h1 1Ve~'~' ,Single Family ,~Presc i tive Ch. 6 (circle one) h,I input C- ~ ~~} [ ]Remodel [ ]Multi-family I II III [ ]Addition Efficiency rating [ ]Component Performance Ch. 5 [ ]WATTS [ ]System analysis Ch. 4 HSPF rating FUEL TYPE: FEAT TYPE: ELEC. UTILITY PROVIDER: [ ]Electric ~ Forced Air Furnace [ ]Tacoma City Light ~c,~' Nat. Gas [ ]Heat Pump [ ]Propane [ ]Radiant Heat System (baseboard, wall cadet [ ]Puget Sound Energy [ ]Oil, wood [ ] Hydronics system [ ]Peninsula Power [ ]Gas or Wood Stove ,['"Other VENTILATION INDOOR AIR QUALITY (VIAQ) INFORMATION (check one) Ventilation Option: [ J A [ ] B ~,C [ ] D [ ] AAHX System Size:. [~ cfin [~ Intermittently operating [ ]Continuous operating PRESCRIPTIVE REQUIREMENTS°•' FOR GROUP R OCCUPANCY CLIMATE ZONE 1-ALL FUEL TYPES Optibh ' `Glaziiig C"rlazing U-factor 9 , DooY Gelling'Vaulted, Wall- Walt, int. 4> ~ Wall; ext., 4 ~~ Floor 5 Slab oArea ~~ U-value ceiling3 Above'1`~ /o of floor below belbw,grade on a grade :grade grade VitKical Overhead I. 12"/0 0:33 0;58: 030` R-3g .. ~-3o R-1~ R-I5 12-10' R=30' R-10 ` IT. • 15% 040: Q58 0?20 R-3$' R 30 ~~ R-2'1 i R-~1 R_P0~ ~ R=30 R-T0 III. Unlimtted Ot4D 0.58 0.20 •R~'g; Grou ,R-3 l~ 30 R-21 <R=21 R-10 R-30 P R-1:0' Occupancy Oilly ,. .... _._ _: ,._.._ , . , .. .:, ' Reference Case _ "~ "' , .... -.. 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance wtth Section 601. I I. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditloned floor area of 13%, it shall comply with all of the requirements of the I S% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of the W.S.E.C. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable to only to single taller orjoist vaulted ceilings. 4. Below grade walls shall be insulated either on the earterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturers specifications. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufacftured for its intended use, and installed according to manufacturer's specifications. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. 9. Doors, including al fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a 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 11. Overhead glazing shalehave U-factors determined inra cordan¢ a with NFRC 100 or as spe ifi d in 3ecfto 502.1.5. 12. Log and solid timber walls with a tninirnum average log thickness of 3.5 inches are exempt from this insulation requirement. ENGINEERING ANALYSIS FOR: LU6BESMEYER CONST. SITE: 10691 UMTANUM ST SE YELM, WA 98597 - ~ _ r--- _ __ a ao 0 -~-- ;- ~- _... _ r---.._.. ~ ~ --- -- ORIGINAL STAMP MUST BE RED TO BE VALID S~tiLw ~ ~~ ~~ ~~ ~c~~ ~~~'_~,o '~0,~,~ 39315 SjON~ QyCs 5/ 7 sHeer o~,E PLAN NUMBER: PACIFIC NORTHWEST a' 43x ~ ENGINEERING INC. ~ g 2 :aga~~~gF ~ e~~ ~ 6-30-2005 LUBBESMEYER 1924 O 1928109th St.SW, SUits&LnFewood,WA 98199 Ph /f qq y 5b(( ~3ei~ia~~8 ~-n ~~~~ gg ~ Fn l: Z one ax (2537589-3265 y „2 CONSULTING ENGINEERS 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 (osfl U.N.O. 2003 International Building Code D2 1.30 0.48 6.5 D 85 mph Exposure B - Uninhabitable attics without storage 10 -Uninhabitable attics with storage 20 -Habitable attics and sleeping areas 30 -All other areas except balconies and decks 40 -Balconies and Decks 60 DEAD LOADS (psfl U.N.O. - Roof with Composition Asphalt 15 -Floor 10 SNOW LOADS (psf) U.N.O. - Snow 25 SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 12" PACIFIC NORTHWEST ENGINEERING INC. 4924 109TH ST SW,• SUITE C LAKEWOOD, WA. 98499-3733 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LUBBESMEYER 1924 SHEAR.wsw WoodWorks® Shearwalls 2004 July 11, 2005 11:58:23 Cevet Pf7 - - - - ~ - - i --- ~---- i - ~ ~ ---5o- ~ I I _ _ L ~-1 ... _ . L.. _ ...._. ~~ I I I ----~----- ~ I I ~-----~-- ~ ~ ~ ~ ---~-- ~ ~ I --~- - ~ ~ --G--- ~ ~ --~-- ~ --~-- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - - - - - _..... ~ ~ ~ ~ - - - _. -I _ _ ~ ~ ~ ~ ~ - ... ~ ~ ~ ... _.. ~...... ~ ~ - ~ .. ~ ~ i _ ~ ~ ~ ~ ~ ~ ~ ~ -----~-----~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ----~-- ~ ~ ~ ~ ~ ~ ~ ---~--- ~ ~ ~ ~ ~ ~ ~ --~---- ~ ~ ~ ~ ~ ~ ~ --G---- ~ ~ ~ ~ ~ ~ ~ --~-- ~ ~ ~ ~ ~ ~ ~ ---~-- ~ ~ ~ ----1------ ~ ~ ~-----~- ~ ~ ~ ~ rt ~ ~ ~ ~ ~ ~ ~ ~ ~ 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 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -r~-----~---~- 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- M ~ ~ ~ B-2 ~ ~ ~ ~ ~ ~ ~ x'4-1 ~ ~ ~ ~ ~ Q' ~' 1 p' 1 ~' 2p' 2~' 3p' 3~~ 4p. -4o- 3 ~ ~ u' _! 3o- 3~ i - ~' -~ -~ --~ - -0' WoodWorks® ShearWalls SOFTWARE FOR WOOD DESIGN LUBBESMEYER 1924 SHEAR.wsw WoodWorks® Shearwalls 2004 July 11, 2005 11:58:23 wrt Pf7-- i - -' --- '- - i --- i --- -- i----- --SU I I I I I I I I I I ~__ I I I I i I ~ I I I I ~ I i ----~---- I ----a-----~ --1-----I- -1-----1- -4~ 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-- ~-----~- ---E-----F- --{-----~ - --~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 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-- ~----~-----~--- ~ )~-~ I I I I I I I I 1 I I I I I I I I l ~a ~~ ~~ 1 b~ 1 ~. 2p~ 2~~ 3p. 3~5~ 4p. WOOCIWOI'I(S® Sh@aPWaIIS SOFTWARE FOR WOOD DESIGN LUBBESMEYER 1924 SHEAR.wsr Woodworks®Shearwalls 2004 Dec. 29, 2005 12:53:16 COMPANY AND PRO.IECT iNFOrtMOTinN Project Information Com an Project Pacific Northwest Engineering Inc. LUBBESMEYER 1924 4924 109th St SW Lakewood WA 98499 (253) 682-2850 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2003 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels 0.70 Seismic Wind Seismic 1.40 1.60 1.00 Wind 1.00 1.00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F Dry Dry 4.00 1.67 Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - _ _ _ Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold-down Forces: Based on applied shearline force Seismic Materials: Include gypsum on exterior walls SITE INFORMATION IBC Occupancy ASCE-7 Equivalent Category II -All others Category II -All others Wind Seismic ASCE-7 98 General analytic method for all bldgs ASCE-7 98 Equivalent lateral force procedure Design Wind Speed 85mph Use Group i Exposure Exposure B Design Category D Enclosure Enclosed Site Profile Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1: o.48og Ss: 1.3o0g - - - Fundamental Period E-W N-S Site Location: - T Used 0.180s 0.18os - Approximate Ta 0.18 O s 0.18 O s - Maximum T 0.216s 0. 216s Response Factor R 6.50 6.50 WoodWorks®Shearwalis LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 Structural Data STORY INFORMATION Story Floor/Ceiling Wall Elev ft De th in Hei ht ft Ceiling 21.50 10. 0 Level2 12.67 10.0 8.00 Level1 2.83 10.0 9.00 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 30 .0 1.00 Extent X,Y = 42 . so 21. so South side 30.0 1.00 Ridge Y Location, Offset to . 75 0.00 East Gable 90 .0 1.00 Rid a Elevation, Hei ht 27.71 6.21 West Gable 90.0 1.00 BIOCk 2 1 Story E-W Ridge Location X,Y = 0.00 21.50 North Side 30.0 1.00 Extent X,Y = 42 .50 25 .50 South Side 30.0 1 .00 Ridge Y Location, Offset 34 .25 0 .00 East Gable 90.0 1 .00 Rld a Elevation, Hei ht 20.03 7.36 West Gable 90.0 1.00 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 MATERIALS by WALL GROUP Gr Wall Surt Sheathing [in] Material Thick Orient Fasteners Size T e Spcg [in] Ed Fld Blk Framing Members [in] 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 2 Ext SS incl. OSB 7/16 Vert 8d Nail 3 6 yes Hem-Fir 0.43 16 1,3 3 Ext SS incl. OSB 7/16 Vert 8d Nail 4 8 yes Hem-Fir 0.43 16 1,3 n~„~e~• 1.-Capacity has been reduced according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 1532"sheathing with same nailing because stud spacing is 16"max. or panel orientation is horizontal. WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 SHEARLINE. WALL and OPENING DIMENSIDNs North-South Type Wall Location Extent [ft] Length FHS Height Shearlines Grou s X ft Start End ft ft ft Line 1 Level 1 Line 1, Level 1 Seg 1 0.00 0.00 47.00 47.00 32.00 9.00 Wall 1-1 Seg 1 0.00 0.00 21.50 21.50 11.50 Opening 1 6.00 11.00 5.00 6.75 Opening 2 16.50 19.50 3.00 6.75 Wall 1-2 Seg 1 0.00 21.50 47.00 25.50 20.50 Opening 1 26.50 31.50 5.00 6.75 Line 2 Level 2 Line 2, Level 2 Seg 1 11.00 9.50 21.50 17.00 17.00 8.00 Wall 2-1 Seg 1 11.00 9.50 21.50 17.00 17.00 Line 3 Level 2 Line 3, Level 2 NSW 21.00 0.00 21.00 21.00 0.00 8.00 Wall 3-1 NSW 21.50 3.50 4.50 1.00 0.00 Level 1 Line 3, Level 1 NSW 21.00 0.00 21.00 21.00 0.00 9.00 Wall 3-2 NSW 21.00 6.50 21.00 19.50 19.50 Wall 3-1 NSW 21.50 0.00 6.00 6.00 6.00 Line 4 Level 2 Line 4, Level 2 NSW 30.50 2.50 6.00 3.50 0.00 8.00 wall 4-1 NSW 30.50 2.50 3.50 1.00 0.00 Level 1 Line 9, Level 1 NSW 30.50 2.50 6.00 3.50 0.00 9.00 Wall 4-1 NSW 30.50 3.00 6.00 3.00 3.00 Line 5 Level 2 Line 5, Level 2 Seg 1 92.50 2.50 21.50 19.00 13.50 8.00 Wall 5-1 Seg 1 42.50 2.50 21.50 19.00 13.50 Opening 1 16.00 19.50 3.50 6.75 Level 1 Line 5, Level 1 Seg 1 92.50 3.00 47.00 44.00 39.00 9.00 Wall 5-1 Seg 1 42.50 3.00 21.50 18.50 18.50 Wall 5-2 Seg 1 42.50 21.50 47.00 25.50 20.50 Opening 1 26.00 31.00 5.00 6.75 East-West Type Wall Location Extent [ft] Length FHS Height Shearlines Grou s Y ft Start End ft ft ft Line A Level 1 Line A, Level 1 Seg 1 0.00 0.00 21.50 21.50 3.00 9.00 Wall A-1 Seg 1 0.00 0.00 21.50 21.50 3.00 Opening 1 3.00 19.00 16.00 6.75 Line B Leve12 Line B, Level 2 Seg 3 3.43 11.00 42.50 31.50 12.50 8.00 Wall B-3 Seg 3 2.50 30.50 42.50 12.00 7.00 Opening 1 34.00 39.00 5.00 6.75 Wall B-1 Seg 3 4.50 11.00 21.50 10.50 5.50 Opening 1 14.00 19.00 5.00 6.75 Wall B-2 NSW 3.50 21.50 30.50 9.00 0.00 Opening 1 23.50 28.50 5.00 6.75 Level 1 Line B, Level 1 Seg 2 3.00 30.50 42.50 12.00 7.00 9.00 Wall B-2 Seg 2 3.00 30.50 42.50 12.00 7.00 Opening 1 34.00 39.00 5.00 6.75 Wall B-1 NSW 6.00 21.50 30.50 9.00 3.50 Opening 1 25.00 29.50 4.50 6.75 Line C Level 2 Line C, Level 2 Seg 1 21.50 11.00 42.50 31.50 31.50 8.00 Wall C-1 Seg 1 21.50 11.00 42.50 31.50 31.50 Level 1 Line C, Level 1 Seg 1 21.50 0.00 42.50 42.50 20.50 9.00 Wall C-1 Seg 1 21.50 0.00 20.50 20.50 20.50 Line D Level 1 WoodWorks® Shearwalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 SHEARLINE, WALL and OPENING DIMENSIONS (continued) Line D, Level 1 Seg 1 97.00 0.00 92.50 42.50 19.50 9.00 Wall D-1 Seg 1 47.00 0.00 92.50 92.50 19.50 Opening 1 5.00 10.00 5.00 6.75 Opening 2 14.00 26.00 12.00 6.75 Opening 3 32.50 38.50 6.00 6.75 5 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 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 Block 1 W W->E Wind Line 0.00 2.50 0.0 9.2 Block 1 W W->E Wind Line 2.50 3.50 41.2 44.9 Block 1 W W->E Wind Line 3.50 4.50 44.9 48.5 Block 1 W W->E Wind Line 9.50 10.75 48.5 71.5 Block 1 W W->E Wind Line 10.75 21.50 71.5 32.0 Block 1 E W->E Lee Line 0.00 2.50 0.0 3.9 Block 1 E W->E Lee Line 2.50 10.75 16.9 29.8 Block 1 E W->E Lee Line 10.75 21.50 29.8 13.0 Block 1 W E->W Lee Line 0.00 2.50 0.0 3.9 Block 1 W E->W Lee Line 2.50 3.50 16.9 18.5 Block 1 W E->W Lee Line 3.50 4.50 18.5 20.0 Block 1 W E->W Lee Line 4.50 10.75 20.0 29.8 Block 1 W E->W Lee Line 10.75 21.50 29.8 13.0 Block 1 E E->W Wind Line 0.00 2.50 0.0 9.2 Block 1 E E->W Wind Line 2.50 10.75 41.2 71.5 Block 1 E E->W Wind Line 10.75 21.50 71.5 32.0 Block 1 S S->N Wind Line -1.00 11.00 12.0 Block 1 S S->N Wind Line 11.00 21.50 94.0 Block 1 S S->N Wind Line 21.50 30.50 44.0 Block 1 S S->N Wind Line 30.50 42.50 94.0 Block 1 S S->N Wind Line 42.50 43.50 12.0 Block 1 N S->N Lee Line -1.00 11.00 36.0 Block 1 N S->N Lee Line 11.00 42.50 57.4 Block 1 N S->N Lee Line 42.50 43.50 36.0 Block 1 S N->S Lee Line -1.00 11.00 36.0 Block 1 S N->S Lee Line 11.00 21.50 57.4 Block 1 S N->S Lee Line 21.50 30.50 57.4 Block 1 S N->S Lee Line 30.50 42.50 57.4 Block 1 S N->S Lee Line 42.50 43.50 36.0 Block 1 N N->S Wind Line -1.00 11.00 12.0 Block 1 N N->S Wind Line 11.00 42.50 44.0 Block 1 N N->S Wind Line 42.50 43.50 12.0 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. W W->E Wind Line 21.50 34.25 32.8 78.5 Accum. E W->E Lee Line 21.50 34.25 15.4 36.6 Accum. W E->W Lee Line 21.50 34.25 15.4 36.6 Accum. E E->W Wind Line 21.50 34.25 32.8 78.5 Block 1 W W->E Wind Line 0.00 3.00 57.6 Block 1 W W->E Wind Line 3.00 6.00 115.2 Block 1 W W->E Wind Line 6.00 21.50 57.6 Block 1 E W->E Lee Line 0.00 3.00 25.2 Block 1 E W->E Lee Line 3.00 6.00 50.3 Block 1 E W->E Lee Line 6.00 21.50 25.2 Block 1 W E->W Lee Line 0.00 3.00 25.2 Block 1 W E->W Lee Line 3.00 6.00 50.3 Block 1 W E->W Lee Line 6.00 21.50 25.2 Block 1 E E->W Wind Line 0.00 3.00 57.6 Block 1 E E->W Wind Line 3.00 6.00 115.2 Block 1 E E->W Wind Line 6.00 21.50 57.6 Block 1 S S->N Wind Line 0.00 21.50 70.1 Block 1 S S->N Wind Point 11.00 11.00 2173 Block 1 S S->N Wind Line 21.50 30.50 70.1 Block 1 S S->N Wind Line 30.50 42.50 70.1 Block 1 S S->N Wind Line 42.50 43.50 12.5 Block 1 S N->S Lee Line 0.00 21.50 78.8 Block 1 S N->S Lee Line 21.50 30.50 78.8 Block 1 S N->S Lee Line 30.50 42.50 78.8 Block 1 S N->S Lee Line 42.50 43.50 37.5 Block 1 N N->S Wind Point 11.00 11.00 2173 Block 2 W W->E Wind Line 34.25 47.00 78.5 32.8 Block 2 E W->E Lee Line 39.25 47.00 36.6 15.4 Block 2 W E->W Lee Line 34.25 47.00 36.6 15.4 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 WIND SHEAR LOADS (continued) Block 2 E E->W Wind Line 34.25 47.00 78.5 32.8 Block 2 S S->N Wind Line -1.00 0.00 12.5 Block 2 N S->N Lee Line -1.00 0.00 37.5 Block 2 N S->N Lee Line 0.00 42.50 58.5 Block 2 N S->N Lee Line 42.50 93.50 37.5 Block 2 S N->S Lee Line -1.00 0.00 37.5 Block 2 N N->S Wind Line -1.00 0.00 12.5 Block 2 N N->S Wind Line 0.00 42.50 95.3 Block 2 N N->S Wind Line 42.50 43.50 12.5 7 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 WIND C&C LOADS Block Building Face Level Magnitude [psf] Interior End Zone Block 1 West 2 19.1 17.4 Block 1 East 2 14.1 17.4 Block 1 South 2 14.1 17.4 Block 1 North 2 19.1 17.4 Block 1 West 1 19.1 17.4 Block 1 East 1 14.1 17.4 Block 1 South 1 14.1 17.4 Block 2 West 1 14.1 17.9 Block 2 East 1 14.1 17.4 Block 2 North 1 14.1 17.9 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 BUILDING MASSES Level2 Magnitude Trib Force Building Block Shear Profile Location [ft] [Ibs,plf,pst] Width Dir Element Line Start End Start End ft E->W Roof Block 1 1 Line -1.00 22.50 333.8 333.8 E->W Roof Block 1 5 Line -1.00 22.50 333.8 333.8 E->W R Gable Block 1 1 Line 0.00 10.75 62.1 0.0 E->W L Gable Block 1 1 Line 10.75 21.50 0.0 62.1 E->W L Gable Block 1 5 Line 0.00 10.75 62.1 0.0 E->W R Gable Block 1 5 Line 10.75 21.50 0.0 62.1 N->S Roof Block 1 A Line -1.00 43.50 176.3 176.3 N->S Roof Block 1 C Line -1.00 43.50 176.3 176.3 All Wall 2-1 n/a 2 Line 4.50 21.50 80.0 80.0 All Wall 3-1 n/a Line 3.50 4.50 80.0 80.0 All Wall 4-1 n/a 4 Line 2.50 3.50 80.0 80.0 All Wall 5-1 n/a 5 Line 2.50 21.50 80.0 80.0 All Wall B-3 n/a B Line 30.50 92.50 80.0 80.0 All Wall B-2 n/a Line 21.50 30.50 80.0 80.0 All Wall B-1 n/a Line 11.00 21.50 80.0 80.0 All Wall C-1 n/a C Line 11.00 42.50 80.0 80.0 Level1 Magnitude Trib Force Building Block Shear Profile Locatio n [ft] [Ibs,plf,psf] Width Dir Element Line Start End Start End ft E->W Roof Block 2 1 Line 20.50 48.00 333.8 333.8 E->W Roof Block 2 5 Line 20.50 48.00 333.8 333.8 E->W R Gable Block 2 1 Line 21.50 34.25 73.6 0.0 E->W L Gable Block 2 1 Line 34.25 47.00 0.0 73.6 E->W L Gable Block 2 5 Line 21.50 34.25 73.6 0.0 E->W R Gable Block 2 5 Line 34.25 47.00 0.0 73.6 E->W Floor D1 n/a 1 Line 0.00 6.00 107.5 107.5 E->W Floor D2 n/a 1 Line 6.00 47.00 212.5 212.5 E->W Floor D1 n/a Line 0.00 6.00 107.5 107.5 E->W Floor D3 n/a 4 Line 3.00 6.00 60.0 60.0 E->W Floor D3 n/a 5 Line 3.00 6.00 60.0 60.0 E->W Floor D2 n/a 5 Line 6.00 47.00 212.5 212.5 N->S Roof Block 2 C Line -1.00 43.50 206.3 206.3 N->S Roof Block 2 D Line -1.00 43.50 206.3 206.3 N->S Floor D1 n/a A Line 0.00 21.50 235.0 235.0 N->S Floor D3 n/a Line 30.50 42.50 220.0 220.0 N->S Floor D2 n/a Line 21.50 30.50 205.0 205.0 N->S Floor D1 n/a D Line 0.00 21.50 235.0 235.0 N->S Floor D2 n/a D Line 21.50 30.50 205.0 205.0 N->S Floor D3 n/a D Line 30.50 42.50 220.0 220.0 All Wall 1-1 n/a 1 Line 0.00 21.50 90.0 90.0 All Wall 1-2 n/a 1 Line 21.50 47.00 90.0 90.0 All Wall 3-1 n/a Line 0.00 6.00 90.0 90.0 All Wall 4-1 n/a 4 Line 3.00 6.00 90.0 90.0 All Wall 5-1 n/a 5 Line 3.00 21.50 90.0 90.0 All Wall 5-2 n/a 5 Line 21.50 47.00 90.0 90.0 All Wall A-1 n/a A Line 0.00 21.50 90.0 90.0 All Wall B-2 n/a Line 30.50 42.50 90.0 90.0 All Wall B-1 n/a Line 21.50 30.50 90.0 90.0 All Wall D-1 n/a D Line 0.00 42.50 90.0 90.0 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 SEISMIC LOADS Level 2 Force Dir E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W N->S N->S N->S N->S N->S N->S N->S Force Dir E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W E->W N->S N->S N->S N->S N->S N->S N->S N->S N->S N->S Profile Line Line Point Line Point Point Line Line Point Line Line Point Line Line Line Point Line Profile Point Line Point Line Point Line Point Point Line Point Line Line Point Line Line Point Line Line Point Line Point Point Line Line Line Point Line Location [ft] Start End -1.00 0.00 0.00 2.50 2.50 2.50 2.50 4.50 3.50 3.50 4.50 4.50 4.50 10.75 10.75 21.50 21.50 21.50 21.50 22.50 -1.00 11.00 11.00 11.00 11.00 21.50 21.50 30.50 30.50 42.50 42.50 42.50 42.50 43.50 Location [ft] Start End 0.00 0.00 0.00 2.50 2.50 2.50 2.50 3.00 3.00 3.00 3.00 4.50 3.50 3.50 4.50 4.50 4.50 6.00 6.00 6.00 6.00 20.50 20.50 21.50 21.50 21.50 21.50 34.25 34.25 97.00 47.00 97.00 47.00 48.00 -1.00 0.00 0.00 0.00 0.00 11.00 11.00 11.00 11.00 11.00 11.00 21.50 21.50 30.50 30.50 42.50 42.50 42.50 42.50 43.50 user or generated by program are Mag [Ibs,plf,psf] Start End 71.8 71.8 71.8 74.9 103 103 83.5 86.0 77 77 90 90 94.6 102.9 102.9 89.1 271 271 71.8 71.8 37.9 37.9 196 196 55.2 55.2 55.2 55.2 55.2 55.2 307 307 37.9 37.9 Mag [Ibs,plf,psf] 110 110 17.3 17.3 54 54 21.8 21.8 61 61 33.7 33.7 41 41 48 48 38.3 38.3 46 46 67.5 67.5 143.1 143.1 143 143 134.1 150.8 150.8 134.1 217 217 75.7 75.7 46.8 46.8 346 346 110.3 110.3 1029 1029 77 77 119.3 119.3 112.5 112.5 115.9 115.9 417 417 96.8 46.8 reliability/redundancy factor to seismic loads before distributing them to fhe shearlines. The program will apply a load factor of 0.70 and 10 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force [plt] 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 1 Lnl, Levl 1 S->N 4393 93.5 137.3 339 1.00 S 339 10833 0.91 1 N->S 4296 91.4 134.3 339 1.00 S 339 10833 0.90 Wall 1-1 1 S->N 1579 93.5 137.3 339 1.00 339 3893 0.41 1 N->S 1599 91.4 134.3 339 1.00 339 3893 0.40 Wall 1-2 1 S->N 2819 93.5 137.3 339 1.00 339 6990 0.41 1 N->S 2752 91.4 139.3 339 1.00 339 6990 0.40 Line 2 Level 2 Ln2, Lev2 1 Both 2173 127.8 127.8 339 1.00 S 339 5755 0.38 Line 5 Ln5, Lev2 1 Both 1645 86.6 121.8 339 1.00 S 339 4570 0.36 Level 1 Ln5, Levl 1 S->N 4990 113.4 127.9 339 1.00 S 339 13202 0.38 1 N->S 4893 111.2 125.5 339 1.00 S 339 13202 0.37 Wall 5-1 1 S->N 2367 113.9 127.9 339 1.00 339 6263 0.38 1 N->S 2321 111.2 125.5 339 1.00 339 6263 0.37 wall 5-2 1 S->N 2623 113.4 127.9 339 1.00 339 6940 0.38 1 N->S 2572 111.2 125.5 339 1.00 339 6940 0.37 East-West W For Shear Force [plt] Allowable Shear [plt] Crit. Shearlines G Dir Ld. Case V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line A Level 1 LnA, Levl 1 Both 129 5.8 41.4 339 1.00 S 339 1016 0.12 Line B Level 2 LnB, Lev2 3 Both 807 25.6 69.5 495 1.00 S 995 6185 0.13 Wall B-3 3 Both 452 25.6 64.5 495 1.00 495 3463 0.13 Wall B-1 3 Both 355 25.6 64.5 495 1.00 995 2721 0.13 Level 1 LnB, Levl 2 Both 1924 160.4 274.9 638 1.00 S 638 4466 0.43 Line C Level 2 LnC, Lev2 1 Both 654 20.7 20.7 339 1.00 S 339 10663 0.06 Level 1 LnC, Levl 1 Both 2480 58.9 121.0 339 1.00 S 339 6940 0.36 Line D LnD, Levl 1 Both 1041 24.5 53.4 339 1.00 S 339 6601 0.16 ~- ~nearnmg ~.omnmanon: H- ,voo capaanes; ~- ~rrongesr onry,• x- Strongest or twice wea-cest. 11 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 DRAGSTRUT 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 1-1 Left Wall End 0.00 0.00 1235 1235 1-1 Left Opening 1 0.00 6.00 1235 1235 263 1-1 Right Opening 1 0.00 11.00 1235 1235 204 1-1 Left Opening 2 0.00 16.50 1235 1235 37 1-1 Right Opening 2 0.00 19.50 244 1-2 Left Wall End 0.00 21.50 1235 1235 1-2 Left Opening 1 0.00 26.50 1235 1235 63 1-2 Right Opening 1 0.00 31.50 1235 1235 405 1-2 Right Wall End 0.00 47.00 1235 1235 Line 2 Line 2 Vert. Element 11.00 4.50 1023 1023 Line 2 Vert. Element 11.00 21.50 1023 1023 Line 5 Line 5 Vert. Element 42.50 2.50 975 975 5-1 Left Wall End 42.50 3.00 1151 1151 Line 5 Vert. Element 42.50 16.00 975 975 5-1 Right Wall End 42.50 21.50 2303 2303 5-2 Left Opening 1 42.50 26.00 1151 1151 334 5-2 Right Opening 1 42.50 31.00 1151 1151 233 5-2 Right Wall End 92.50 47.00 1151 1151 Line A A-1 Left Wall End 0.00 0.00 372 372 A-1 Left Opening 1 3.00 0.00 372 372 107 Line B Line B Vert. Element 11.00 2.50 516 516 Line B Vert. Element 14.00 2.50 516 516 Line B Vert. Element 19.00 2.50 516 516 Line B Vert. Element 21.50 2.50 516 516 B-2 Left Wall End 30.50 3.00 2990 2990 1443 B-2 Left Opening 1 34.00 3.00 2990 2990 1042 B-2 Right Opening 1 39.00 3.00 2990 2990 1844 B-2 Right Wall End 42.50 3.00 2990 2990 Line C C-1 Left Wall End 0.00 21.50 1089 1089 Line C Vert. Element 11.00 21.50 166 166 C-1 Right Wall End 20.50 21.50 1089 1089 1284 Line C Vert. Element 42.50 21.50 166 166 Line D D-1 Left Wall End 0.00 47.00 481 481 D-1 Left Opening 1 5.00 47.00 481 481 144 D-1 Right Opening 1 10.00 47.00 481 481 22 D-1 Left Opening 2 14.00 47.00 481 481 138 D-1 Right Opening 2 26.00 47.00 481 481 156 D-1 Left Opening 3 32.50 47.00 481 481 31 D-1 Right Opening 3 38.50 47.00 481 481 116 D-1 Right Wall End 42.50 47.00 981 481 Level 2 Line- Position on Wall Locatio n [ft] Holddown Force [Ibs] Dragstrut Wall Or O enin X Y Ld. Case Shear Dead U lift Cmb'd Force Ibs Line 2 2-1 Left Wall End 11.00 9.50 1023 1023 2-1 Right Wall End 11.00 21.50 1023 1023 Line 5 5-1 Left Wall End 42.50 2.50 975 975 5-1 Left Opening 1 42.50 16.00 975 975 976 Line B B-1 Left Wall End 11.00 4.50 516 516 B-1 Left Opening 1 14.00 9.50 516 516 117 B-1 Right Opening 1 19.00 9.50 516 516 11 B-1 Right Wall End 21.50 9.50 516 516 86 B-3 Left Wall End 30.50 2.50 516 516 149 B-3 Left Opening 1 39.00 2.50 516 516 8 B-3 Right Opening 1 39.00 2.50 516 516 136 B-3 Right Wall End 42.50 2.50 516 516 Line C C-1 Left Wall End 11.00 21.50 166 166 C-1 Right Wall End 42.50 21.50 166 166 12 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 Dead load contribution to combined force is factored by 1.00 load combination factor 13 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 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 17.4 48.0 0.36 23 19 68 0.34 0.28 1.00 1.00 2 2 1 17.4 48.0 0.36 23 19 68 0.34 0.26 1.00 1.00 3 1 17.4 48.0 0.36 23 19 68 0.34 0.28 1.00 1.00 1 17.4 48.0 0.36 23 19 68 0.34 0.26 1.00 1.00 4 1 17.4 98.0 0.36 23 19 68 0.34 0.28 1.00 1.00 1 17.4 98.0 0.36 23 19 68 0.34 0.28 1.00 1.00 5 1 1 17.4 98.0 0.36 23 19 68 0.39 0.28 1.00 1.00 2 1 17.4 98.0 0.36 23 19 68 0.34 0.28 1.00 1.00 East-West Sheathing [psf] 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 1 1 17.4 48.0 0.36 23 19 68 0.34 0.28 1.00 1.00 B 1 2 17.4 48.0 0.36 12 9 68 0.17 0.14 1.00 1.00 2 3 17.4 48.0 0.36 15 13 68 0.23 0.18 1.00 1.00 1 17.4 48.0 0.36 23 19 68 0.39 0.28 1.00 1.00 C 2 1 17.4 48.0 0.36 23 19 68 0.34 0.28 1.00 1.00 D 1 1 17.4 48.0 0.36 23 19 68 0.34 0.28 1.00 1.00 14 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Building Area Mass Ibs s .ft Story Shear [Ibs] E-W NHS Shear Ratio Rmax E-W N-S Reliability Factor p E-W N-S Level2 12470 569 2684 2684 0.439 0.335 0.09 -0.50 Level1 51188 1908 5804 5804 0.386 0.141 0.81 -1.25 Structure 63659 - 8488 8488 - - 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 HIW 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 1 Lnl, Levl 1 Both 1.0 1.0 2543 54.1 79.5 242 1.00 S 242 7738 0.33 Wall 1-1 1 Both 1.0 1.0 914 54.1 79.5 242 1.00 242 2781 0.33 wall 1-2 1 Both 1.0 1.0 1629 54.1 79.5 242 1.00 242 4957 0.33 Line 2 Level 2 Ln2, Lev2 1 Both 1.0 1.0 1029 60.5 60.5 242 1.00 S 242 4111 0.25 Line 5 LnS, Lev2 1 Both 1.0 1.0 850 44.7 62.9 242 1.00 S 242 3264 0.26 Level 1 LnS, Levl 1 Both 1.0 1.0 3090 70.2 79.2 242 1.00 S 292 9430 0.33 Wall 5-1 1 Both 1.0 1.0 1466 70.2 79.2 242 1.00 242 4473 0.33 Wall 5-2 1 Both 1.0 1.0 1624 70.2 79.2 242 1.00 292 4957 0.33 East-West W For HMt 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 1 LnA, Levl 1 Both 1.0 .67 101 9.7 33.8 161 1.00 S 161 484 0.21 Line B Level 2 LnB, Lev2 3 Both 1.0 .63 1031 32.7 82.5 221 1.00 S 221 3512 0.37 Wall B-3 3 Both 1.0 .87 577 32.7 82.5 221 1.00 309 2165 0.27 Wall B-1 3 Both 1.0 .63 454 32.7 82.5 221 1.00 221 1347 0.37 Level 1 LnB, Levl 2 Both 1.0 .78 1588 132.3 226.8 354 1.00 S 354 2481 0.64 Line C Level 2 LnC, Lev2 1 Both 1.0 1.0 848 26.9 26.9 242 1.00 S 242 7617 0.11 Level 1 LnC, Levl 1 Both 1.0 1.0 2711 63.8 132.2 242 1.00 S 242 4957 0.55 Line D LnD, Levl 1 Both 1.0 .89 1476 34.7 75.7 215 1.00 S 215 9500 0.35 c- Sneatn~ng comoinanon: a-add capacities; S- Strongest on/y,• X- Strongest or twice weakest. 15 WoodWorks® ShearWalis LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 DRAGSTRUT AND HOLDDOWN FORCES Level 1 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 0.00 715 715 1-1 Left Opening 1 0.00 6.00 715 715 152 1-1 Right Opening 1 0.00 11.00 715 715 118 1-1 Left Opening 2 0.00 16.50 715 715 21 1-1 Right Opening 2 0.00 19.50 141 1-2 Left Wall End 0.00 21.50 715 715 1-2 Left Opening 1 0.00 26.50 715 715 36 1-2 Right Opening 1 0.00 31.50 715 715 234 1-2 Right Wall End 0.00 47.00 715 715 Line 2 Line 2 Vert. Element 11.00 4.50 489 484 Line 2 Vert. Element 11.00 21.50 484 484 Line 5 Line 5 Vert. Element 42.50 2.50 503 503 5-1 Left Wall End 42.50 3.00 713 713 Line 5 Vert. Element 42.50 16.00 503 503 5-1 Right Wall End 42.50 21.50 1426 1926 5-2 Left Opening 1 42.50 26.00 713 713 207 5-2 Right Opening 1 92.50 31.00 713 713 144 5-2 Right Wall End 42.50 97.00 713 713 Line A A-1 Left Wall End 0.00 0.00 304 304 A-1 Left Opening 1 3.00 0.00 304 309 87 Line B Line B Vert. Element 11.00 2.50 660 660 Line B Vert. Element 14.00 2.50 660 660 Line B Vert. Element 19.00 2.50 660 660 Line B Vert. Element 21.50 2.50 660 660 B-2 Left Wall End 30.50 3.00 2701 2701 1191 B-2 Left Opening 1 34.00 3.00 2701 2701 860 B-2 Right Opening 1 39.00 3.00 2701 2701 1522 B-2 Right Wall End 42.50 3.00 2701 2701 Line C C-1 Left Wall End 0.00 21.50 1190 1190 Line C Vert. Element 11.00 21.50 215 215 C-1 Right Wall End 20.50 21.50 1190 1190 1403 Line C Vert. Element 42.50 21.50 215 215 Line D D-1 Left Wall End 0.00 97.00 681 681 D-1 Left Opening 1 5.00 47.00 681 681 205 D-1 Right Opening 1 10.00 97.00 681 681 31 D-1 Left Opening 2 14.00 47.00 681 681 195 D-1 Right Opening 2 26.00 47.00 681 681 222 D-1 Left Opening 3 32.50 47.00 681 681 45 D-1 Right Opening 3 38.50 47.00 681 681 164 D-1 Right Wall End 42.50 47.00 681 681 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 2 2-1 Left Wall End 11.00 9.50 984 984 2-1 Right Wall End 11.00 21.50 984 984 Line 5 5-1 Left Wall End 92.50 2.50 503 503 5-1 Left Opening 1 92.50 16.00 503 503 246 Line B B-1 Left Wall End 11.00 4.50 660 660 B-1 Left Opening 1 14.00 4.50 660 660 149 B-1 Right Opening 1 19.00 4.50 660 660 14 B-1 Right Wall End 21.50 4.50 660 660 110 B-3 Left Wall End 30.50 2.50 660 660 185 B-3 Left Opening 1 39.00 2.50 660 660 10 B-3 Right Opening 1 39.00 2.50 660 660 174 B-3 Right Wall End 42.50 2.50 660 660 Line C C-1 Left Wall End 11.00 21.50 215 215 C-1 Right wall End 42.50 21.50 215 215 16 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 Dead load contribution to combined force is factored by 0.479 due to load combination factor and vertical seismic force 17 WoodWorks® ShearWalls LUBBESMEYER 1924 SHEAR.wsr Dec. 29, 2005 12:53:16 18 WoodWorks~ LOADS: (ibs, psf, or plf ) COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 1924 (253) 589-3265 F1 Dec. 29, 2005 12:53:47 Design Check Calculation Sheet Sizer 2004 Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 190.0 No Load2 Live Full UDL 760.0 No MAXIMUM RED ~GTIDNS (Ibs) antl BEARING LENGTHS (in) 0' 6' Dead 593 593 Live 2280 2260 Total 2873 2873 Bearing: LC number 2 2 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 1 Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 99 Fv' = 160 fv/Fv' = 0.55 Bending(+) fb = 1036 Fb' = 1080 fb/Fb' = 0.96 Live Defl'n 0.06 = <L/999 0.20 = L/360 0.30 Total Defl'n 0.08 = L/863 0.30 = 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 = 4310 lbs-ft Shear LC# 2 = D+L, V = 2873, V design = 2135 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 1924 (253) 589-3265 F2 Dec. 29, 2005 12:54:25 Design Check Calculation Sheet Sizer 2004 Load Type Distribution Magnitude Location [ftJ Pattern Start End Start End Load? Loadl Dead Full UDL 40.0 No Load2 Live Full UDL 220.0 No MAXIMUM REACTIONS Ilbs) and BEARING LENGTHS (in) o' 10' Dead 238 238 Live 1100 1100 Total 1338 1338 Bearin : g 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 = 52 Fv' = 144 fv/Fv' = 0.36 Bending(+) fb = 804 Fb' = 864 fb/Fb' = 0.93 Live Defl'n 0.14 = L/850 0.33 = L/360 0.92 Total Defl'n 0.19 = L/641 0.50 = L/240 0.37 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 0.80 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 0.80 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 0.95 - 2 Bending(+); LC# 2 = D+L, M = 3346 lbs-ft Shear LC# 2 = D+L, V = 1338, V design = 1132 lbs Deflection: LC# 2 = D+L EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 1924 WOOt~WOrkS~' (253) 589-3265 R1 ,~„„,,,,~,„x,~~,ww Dec. 29, 2005 12:54:37 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? Loadl Dead Point 600 7.00 No Load2 Snow Point 1000 7.00 No Load3 Dead Partial UDL 60.0 60.0 7.00 16.00 No Load4 Snow Partial UDL 100.0 100.0 7.00 16.00 No Loads Dead Partial UDL 360.0 360.0 0.00 7.00 No Load6 Snow Partial UDL 600.0 600.0 0.00 7.00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) o' 16' Dead 2586 1329 Live 4097 2003 Total 6682 3332 Bearin : g LC number 2 2 Len th 2.0 1.0 Glulam-Unbal., West Species, 24F-1.8E WS, 5-1/8x13-1/2" Self Weight of 15.93 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 Bending(+) Live Defl'n Total Defl'n fv = 122 fb = 1763 0.31 = L/618 0.61 = L/315 Fv' = 276 Fb' = 2760 0.53 = L/360 0.80 = L/240 fv/Fv' = 0.44 fb/Fb' = 0.69 0.58 0.76 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fb'+ 2400 1.15 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 240 1.15 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+S, M = 22876 lbs-ft Shear LC# 2 = D+S, V = 6682, V design = 5616 lbs Deflection: LC# 2 = D+S EI=1891.38e06 lb-in2 Total Deflection = 1.50(D ead Load Deflection) + Live Load Deflection. (D=dead L=live 5=snow W=wind I=impact C =construction CLd=concentrat ed) (All LC's are lis ted 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 1924 WOOtIV~/orkS~ (253) 589-3265 R2 Dec. 29, 2005 12:55:53 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 75.0 No Load2 Snow Full UDL 105.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in1 0' 10' Dead 395 395 Live 525 525 Total 920 920 Bearin : g LC number 2 2 Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 2x12" Self Weight of 4.01 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 = 66 Fv' = 207 fv/Fv' = 0.32 Bending(+) fb = 872 Fb' = 1035 fb/Fb' = 0.84 Live Defl'n 0.08 = <L/999 0.33 = L/360 0.25 Total Defl'n 0.18 = L/679 0.50 = L/240 0.35 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 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+S, M = 2300 lbs-ft Shear LC# 2 = D+S, V = 920, V design = 748 lbs Deflection: LC# 2 = D+S EI= 284.76e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Pacific Northwest Engineering LUBBESMEYER 1924 WOOtIWOrkS~ (253) 589-3265 SF1 ,~„„,,,,„~,„,W~„w~ Dec. 29, 2005 12:56:06 Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Load/ Dead Full UDL 80.0 No Load2 Live Full UDL 320.0 No MAXIMUM REACTIONS Ilbsl and BEARING LENGTHS (inl -- o' 10'-6" Dead 459 454 Live 1680 1680 Total 2139 2134 Bearin : g LC number 2 2 Len th 1.1 1.1 Glulam-Unbal., West Species, 24F-1.8E WS, 3-1/8x9" Self Weight of 6.48 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 Bending(+) Live Defl'n Total Defl'n fv = 98 fb = 1593 0.26 = L/491 0.36 = L/350 Fv' = 290 Fb' = 2900 0.35 = L/360 0.52 = L/240 fv/Fv' = 0.41 fb/Fb' = 0.66 0.73 0.69 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 = 5602 lbs-ft Shear LC# 2 = D+L, V = 2134, V design = 1829 lbs Deflection: LC# 2 = D+L EI= 341.71e06 lb-in2 Total Deflec tion = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L =live S=snow W=wind I=impact C=constructio n CLd=concentrat ed) (All LC's are lis ted 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 1924 WoodWorks~ (253) 589-3265 SF2 :~.......~«.xa~~.w Dec. 29, 2005 12:56:19 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 40.0 No Load2 Live Full UDL 900.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) ~. ...- - . _ - - :, - -~ - - ~- , ~. ,. .- ~ - - _ ~,- ~, ~> - - - ~ .r z - - _ _ - ,,, _ - - - - ... ;._ - - o• Q' Dead 184 189 Live 1600 1600 Total 1789 1784 Bearing: LC number 2 2 Len th 1.4 1.4 LVL n-ply, 1.8E, 2200Fb, 1-3/4x11-7/8", 1-ply Self Weight of 5.99 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (Ibs. Ibs-ft. or in 1 Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 97 Fv' = 265 fv/Fv' = 0.39 Bending(+) fb = 1041 Fb' = 2202 fb/Fb' = 0.47 Live Defl'n 0.08 = <L/999 0.27 = L/360 0.31 Total Defl'n 0.10 = L/976 0.40 = L/290 0.25 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 2200 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 1.8 million - 1.00 - - - - 1.00 - - 2 Bending(+): LC# 2 = D+L, M = 3568 lbs-ft Shear LC# 2 = D+L, V = 1789, V design = 1343 lbs Deflection: LC# 2 = D+L EI= 439.57e06 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. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys.