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20050646 Permit Pkg 071906WY+ ~`-~j 7 e`+e e ~ ~a.A..=...L 9 cn ~~ cn ? ~~ ~~ D~ ~~ sv~ ~_~ S ~ N v ~ ~~ ~~~ ~- ~ ~° N ~ ~ ~~~ Q~ ~~ o?~ N~ ~ ~O ~ ~ .-. (7~N ~ v __. <~a~ ~usm ~. ~~~ ~o~ ,~~ oo~ g~ o ~a ~~ -~~ ~ ~~ ~' ~~ v~ ~, W c Q 5' co O ~' N 0 v v m m v' n 0 a 0 y D m v v m m Q W c a ~' co m Z c 3 a fD v Z c a' fD 00 ~ ~ m m ~ nZi Q~ m m W c ~' cn D m y y m n_ v ~ m ~ ~ ~ D ~ r m n r m ~ ~ ~ ~ ~ ~ C m Z O ~ ~ m n D c -~+ D m Z z n ~ City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: Lubbesmeyer Construction, Inc. Address: 1151 112th St. City: Tacoma Property Information: Site Address: 14951 Mt. View Ct. SE Assessor Parcel No. 42990000400 Subdivision: Country Vista Lot: 4 Contractor Information: Name: Lubbesmeyer Construction, Inc. Contact: Lubbesmeyer, Paul Phone: 253-537-6370 Address: 1151 112th St. City: Tacoma State: WA Zip: 98445 Contractor License No: LUBBECI110DM Expires: 03/21/0881 Business License: Rroject Information: Project: Country Vista Description of Work: 2034 SFR-Lot4 Sq. Ft. per floor: (1st) 828 (2nd) 1206 (3rd) 0 Garage 440 Basement 0 Heat Type (Electric, Gas, Other): GAS Fees: Item --------- Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc ----------------- Building Permit 100-500k ----------- 1,500.55 ---------- 993.75 ----------- 506.80 --------- 5.6000 ----------- 90.5000 ------------- $1,000 Building Plan Review 975.35 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 5,569.00 5,569.0000 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 534.38 0.00 534.38 0.2160 2,474.0000 square foot TOTAL FEES: $11,579.53 Applicant's 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 res 'ctions of record. If applying as a contractor, I futher certify that I am currently registered in the ate f ingt Signature ~ ~=~~;~~ Date Firm _ /~ ~~~ i/l~/~~~~/l ///~ Permit No: BLD-05-0646-YL Issue Date: 07/19/2006 (Work must be started within 180 days) Receipt No: 42807 Phone: 253-537-6370 State: WA Zip 98445 QFFICIAL 11SE'ONIX Sets afi Prints: Final Inspeciov -- Dot . City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360)458-3144 Permit Fees Schedule Permit No: BLD-05-0646-YL Applicant: Name: Lubbesmeyer Construction, Inc. Phone: 253-537-6370 Address: 1151 112th St. City: Tacoma State: WA Zip 98445 Project Information: Project: Country Vista Description of Work: 2034 SFR-Lot4 Site Address: 14951 Mt. View Ct. SE Assessor Parcel No. 42990000400 Fees: Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Building Permit 100-500k 032 001-322-10-00 1,500.55 993.75 506.80 5.6000 90.5000 $1,000 Building Plan Review 100 001-345-83-00 975.35 0.00 0.00 0.0000 0.0000 Mechanical Permit 032 001-322-10-00 78.25 0.00 0.00 0.0000 0.0000 Plumbing Permit 032 001-322-10-00 125.00 20.00 105.00 7.0000 15.0000 Fixture Sewer ERU 802 412-343-50-01 5,569.00 0.00 5,569.00 5,569.0000 1.0000 ERU Sewer Inspection 805 412-343-80-00 145.00 0.00 145.00 145.0000 1.0000 ERU Water ERU 715 401-343-80-02 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU Water Meter (SFD) 712 401-343-80-01 300.00 300.00 0.00 0.0000 0.0000 Water Deposit 740 402-389-00-00 40.00 40.00 0.00 0.0000 0.0000 Traffic Facilities Charge 420 120-345-85-00 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip Sewer Deposit 742 402-389-01-00 50.00 50.00 0.00 0.0000 0.0000 State Building Fee 160 001-386-00-00 4.50 4.50 0.00 0.0000 0.0000 Fire District Impact Fee 105 001-345-85-00 534.38 0.00 534.38 0.2160 2,474.0000 square foot TOTAL FEES: $11,579.53 ~~°f T~ CITY OF YELM P.O. Box 479 Yelm, wA x6597 RECEIPT No. 4 ~ 8 ~ 7 360-458-8403 RECEIVED , ****ELEVEN THOUSAND FIVE HUNDRED SEVENTY NINE DOLLARS & 53 CENTS RECEIVED FROM DATE REC. NO. AMOUNT REF. NO. LUHBESNEYER CONSTRUCTION INC 07/18/06 42807 II.579.53 CHECK 4234 1151 112TH ST TACOMA ilA 98445 BUDGETARY BLD-05-0646-YL PER1500.55.PLREV975.35.NECH78.25.PLUM125.SERU5569.SINSP145.WERU1500.WMET300. WDEP40.TRAFF757.50.SDEP50.ST4.50.FIRE534.38 YELM COMMUNITY SCHOOLS PO BOX 476 YELM, MA 98597 Clerk: Croy Terminal: 1 Receipt: 23773 Manual Receipt: NLUBBESMEYER NCONSTRUCTION LUBBESMEYER, CONSTRUCTION 7/18/2006 1:26 PM Qtv Item Price 1 CPF2900 13375.00 MITIGATION COUNTRY VISTA - 06-013 - LOTS 1,2,3,4,5 Subtotal: 13375.00 Total: 13375.00 Check 13375.00 4233 Change Due; 0.00 THANK YOU entry vista ~nas rth Est, Inca ~~ ~c~ ~~ ;. _.___ ~~ ~ ~"} 92~ .H~.~.d1ey Lame ~~~ ,~` E'd.z~.onc~s, ~A 98®~® ~~ ~' (42.x) ~"?'6-®~9~ EI"1~e1'~l'1~'~,S' .~~~ i.n.foC~2rra-e~.t.corr~ \~\ Lot No. Scale: of ~ ~ Drawn Qy: Date: KL_ 5/~ 5/06 _ 1 "=20' Job Number 2~54- RESIDENTIAL BUILDING_PERMITAPPLlCATION FORM' `~+~C-s ~ 1/ Project Address:_I`1 s"1 G,~ I~CT - VIC -.A,~ ~L Parcel #: 4~ 1 ~ i 331 ~2c'~1 2 s Zoos Subdivision: Lot #.~_ Zoning; J~ New Construction U Re-Model / Re-Roof /Addition U Home Occupation Sign U Plumbing u Mechanical u Mobile /Manufactured Home Placement U Other Project Description/Scope of Work:_[,~(~~ `~1Y1 l('~" ,fY1~ I~rT '~~ (~~1(',!°'~ Project Value: Building Area (sq. ft) 15t Floor~~ 2"d Floor Garage 4~y Deck Basement Carport Patio # Bedrooms ~ # Bathrooms~~rj Heating: AS THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? ,~ If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: Li~4~?~~II~~P~P~ ~ ~ ` ADDRESS (~~ ( E ~ 12-1-r psi-- EMAIL CITY. ICdC~M~j. STATE ZIP i--~_TELEPHONE ` ARCHITEC /EN INEER O LICENSE # ADDRESS EMAIL CITY STATE ZIP TELEPHONE ~ `'322- Q i GENERAL CONTRACTOR ~` =TELEPHONE ' ° ADDRESS ~ EMAIL CITY"~~(;t)~,-L~ STATE ZIP ,~ FAX L..,~~ ~ , °~ - J '3_ CONTRACTOR'S LICENSE # ~ ,EXP DATE CI LICENSE # PLUMBING ONT ACTOR ~ TELEPHONE ~"" - 3 ~ ADDRESS ~ Z`~~ EMAIL CITY Cl1''fA~IC>`.~Yl STATE ZIP FAX CONTRACTOR'S LICENSE # - '~55 EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR}~bj,~iZQAL TELEPHONE' r' 2 ~- ~ '"( ADDRESS 51'5 '?Ul'1 VYt:~c ~t F EMAIL CITY QtD n v i J ~~STATE~/~,ZI P `t3:32 Q, FAX CONTRACTOR'S LICENSE #NUR17.,NGgfo271G EXP DATE CITY LICENSE # _~ Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information Is coreect and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. Applicant's Signature Date Owner /Contractor /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 Y05 Yeim Avenue West (360) 458-3835 PO Box 479 (360) 458-3144 FAX Ye1m, WA 98597 www.ci.yelm.wa.ue N W S ~r~~ry \/is~~. .~ ~ ,~ 3*~- ~, ~ *,~ ` ,~ ,, ~~` ~ I ~"l Jl Lot No. Scale: ~ ~ ~4 ~ J. ~ ' Ni~`'rR_-~L'G}i~ rp~~ 111 Job Number Drawn Qy: Date: E'r~terpr~~'e,~ LLB' ~~~~~2~-~.~.~.~o~ ~~,_ 5/15/06_ 2~~4 --- T - - ,~ REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGI ST . # EXp : rLT,mE CCOl L:UBBECI11uDi~1 ~ ~ '~~ X2008 EFFECTIVE DATE 03/14/T989 LUBBESMEYER CONSTRUCTION INC 1151 E 112TH ~' TACOMA WA 98445 t c -, u, uo,,~ ~ ~-~ Detach Acid Display CeriiiicaCC --------p _..~.,a ~ REGISTERED AS PROVIDED BY LAW AS CONST CONT. GENERAL REGIST. #$ -EXP. DATE CCO1- LUBBECI1lODM 03/21/2008 EFFECTIVE DATE 03/14/1989 .. LUBBESMEYER-CONSTRUCTION INC"' 1151 E 112TH TACOMA 'WA 98445 Signature Issued by D~.~AIZTtbIENT OI= LA~bR AND INDUSTRIES ~---- r ,, `.. ~+.~. h C~ 7i. ~ ~ t';,~ ~ ,. ~'~'~ i ~ ~~ ~ C~,~~~ F625-052-090 (8/9"7) ;;? ?~3 i._t.1r~~E3n~~v~ER ; CF~t1Ci<. I_t)F~F~ESP;,~FY~R ;.:~ON~TRUCTfON, iiv;°: 1ih1 E 1i~1"H ;;T E ~`A~~~i1;if~ UVA ~~4~ ~ ~ ~ o t_~ ~ r ~ -~ n~7~ ~ Gf Fi - (C7 ~ 1 7 ~ U ~ P~ ~_ NASH, JONES ANDERSON' Architects & Planners THE C ~ N~ ~ RD III PLAN 2034 BEAM, LATERAL and .:.. , SEISMIC P ~~~~~ ~.ti% CALCULATIONS - ~ ~ "~~ ~~ cC 7 t~~5. 'Z f~ '~..`~~ 1y~~a~'13i ~~1'~e:a,~~:at~'ia n 2003 IBc ' APRIL 18, 2005 11644 N.E. BOth St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 622-1918 8101 S. W. Npberg Rd., Suite 214 Tualatin, OR 97062 (503) 692-8127 Fax (503) 691-0517 WWW. NASIi.TONESANDERSON. COM REVISED 7/29/04 NASH, JONES BEAM DESIGN DATA ANDERSON ArcLitects ac Plnaaers Roof Loads: LL 25 #/sf DL 15 #/sf Total 40 #/st Unless Noted Otherwise Floor Loads: LL 40 #/sf DL 10 #/sf Total 50 #/sf Deck Loads: LL 60 #/sf DL 10 #/sf Total 70 #/sf Soil: 2000 PSF Min. Concrete: Per D3C 03 Masonry: Per IBC 03 SteeL• Per IBC 03 Wood: Per IBC 03 Nailing: Per IBC 03 4" Beam: Douglas Fir #2 fv = 95 fb = 875 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 85 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = 1,300,000 Glu-Lam Heams: !v = 165 PSI fb = 2,400 PSI (reduced by size factor, CF*KI) E = 1,800,000 CLIEN'1~ PROJECT: DATE: NAME: L 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fas (425) 822-1918 WWIP. NASAJONESANDERSON. COM rJ REVISED 11/24/04 CAPECOD\DVPG\BLOCKS\STRUCTURAL\CALC-SHEETS-IRCb3 r BeamChek v2.4 licensed to: Nash, Jones, Andersor- Anhftects Reg # 6464-622 MASTER BEDROOM RB-1 Date: 4/29104 el cti n 4x 10 DF-L #2 Lu = 0.0 Ft Cond' 'on NDS '91 Min Bearing Area R1= 2.7 inz R2= 2.7 ina DL Defl 0.01 in ~~ Attri utes Actual Crrtical StatU5 Ratio Va, lues Adjustments Loads Beam Span 6.0 ft Reaction 1 LL 1200 # Reaction 2 LL 1200 # Beam Wt per ft 7.87 # Reaction 1 TL 1704 # Reaction 2 TL 1704 # Bm Wt Included 47 # Ma~amum V 1704 # Max Moment 2555'# Mau V (Reduced) 1266 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L /360 LL Actual Defl L i >1000 Section Cn') Shear ~ TL Defl (jp) LL Defl . 49.91 32.38 0.04 0.03 29.20 19.99 0.30 0.20 OK OK OK OK 59% 62% 15% 16% Fb (ps) Fv (ps7 E (psi x mil) Fc! (psi) Base Values 875 95 1.6 625 Base Ad'usted 1050 95 1.6 625 CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetdive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 400 Uniform TL: 560 = A Uniform Load A R1 = 1704 R2 =1704 SPAN = 6 FT Uniform and partial uniform. loads are Ibs per lineal ft. °^---^~hek v2.41icensed fo: Nash, Jones, Anderson Architects Reg # 6464-622 ......., KITCHEN B-1 Date: 4!29/04 SeJ ' n S-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Data A >itt bates Ac#ual Critical Status Ratio Values Adjustments Min tseanng Hrea K1= 3.5 ins KZ= 4.1 Ins uL Deft <0.01 in. 5uggestetl Camber 0.01 in Beam Span 4.0 fl Reaction 1 LL 1570 # Reaction 2 LL 1870 # Beam Wt per ft 6.83 # Reaction 1 TL 2290 # Reaction 2 TL 2662 # Bm Wt Included 27 # Mabmum V 2662 # Max Moment 2698 ~ Max V (Reduced) 2413 # TL Max Deft L / 240 TL Actual Defl L ! >1000 LL Max Defl L /360 LL Actual Defl L / >1000 42.19 28.13 0.03 0.02 13.49 19.05 0.20 0.13 OK OK OK OK 32% 68% 13% 13% rn ~psiJ rv ~psoJ t {psi x mnJ kc! (psi) Base Values 2400 190 1.8 650 Base Ad'usted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 ~ Point LL Point TL Distance Par Unif LL Par Unif TL Start End ~ 1200 B = 1704 3.0 660 H = 965 0 ~ 3.0 260 1= 325 3.0 4.0 I H Pt loads: R1 =2290 R2 = 2662 SPAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Nash, Jones, Anderson Architects Reg # 6464-622 DINING ROOM B-2 Date: 4129/04 Selection 3-1l8x 10-112 GLB 24F-V4 DF/DF Lu = 0.0 Ft di i ns Data Attrib es Actual Critical Status Ratio Values Ad1ustments Min Bearing Area R1= 5.8 inz R2= 4.8 inZ DL Defl 0.02 in 5u99ested c:amuer u.u3 in Beam Span 6.0 ft Reaction 1 LL 2613 # Reaction 2 LL 2147 # Beam Wt per ft 7.97 # Reaction 1 TL 3752 # Reaction 2 TL 3150 # Bm Wt Included 48 # Ma~amum V 3752 # Max Moment 5098'# Max V (Reducx~ 3461 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L /360 LL Actual Defl L / >1000 Section (jp ~ Shear find TL Defl (jn) LL Defl _ 57.42 . 32.81 0.07 0.05 25.49 27.32 0.30 0.20 OK OK OK OK 449/0 83% 22% 23% Fb (psi) Fv (ps) E (psi x mil) Fc ~ (psi) Base Values 2400 190 1.8 650 Base Ad'usted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1 AO Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Point LL Point TL Distance Par Unif LL Par Unif TL Start End ~ 1200 B =1704 1.0 260 H = 325 0 1.0 660 I = 965 1.0 6.0 I 0 Pt loads: R1 = 3752 R2 = 3150 SPAN = 6 FT Uniform and partial uniform {oads are Ibs per lineal ft. BeamChek v2.4 licensed to: Nash, Jones, Anderson Architects Reg # 6464-622 GREAT ROOM B-3 Selection Conditions Data Attributes Actual Critical Status Ratio Date: 6/29/05 3-1/8x 10-1/2 GLB 24F-V4 DFIDF Lu = 0.0 Ft Min RP.arin0 Area R1= 6.0 inz R2= 6.0 in2 DL Defl 0.05 in Suggested Camber 0.08 in Beam Span 8.0 ft Reaction 1 LL 2640 # Reaction 2 LL 2640 # Beam Wt per ft 7.97 # Reaction 1 TL 3892 # Reaction 2 TL 3892 # Bm Wt Included 64 # Maximum V 3892 # Max Moment 7784'# Max V (Reduced) 3041 # TL Max Defl L / 240 TL Actual Defl L / 582 LL Max Defl L / 360 LL Actual Defl L / 858 Section in') Shear in2 TL Defl (in) LL Defl 57.42 32.81 0.16 0.11 38.92 ~ 24.00 0.40 0.27 OK OK OK OK 68% 73% 41% 42% Values Adjustments Loads Fb (psi) Fv (psi) E (psi x mu) i-c! (psil Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 660 Uniform i i_: yti5 = H Uniform Load A R1 = 3892 R2 = 3892 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Nash, Jones, Anderson Architecfs Reg # 6464-622 PORCH PB-1 Date: 6/15/05 Selecfion 4x 12 DF-L #2 Lu = 0.0 Ft Conditions NDS'91 Min Bearing Area R1= 1.3 in2 R2= 1.3 inz DL Defl 0.02 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 10.0 ft Reaction 1 LL 565 # Reaction 2 LL 565 # Beam Wt per ft 9.57 # Reaction 1 TL 838 # Reaction 2 TL 838 # Bm Wt Included 96 # Maximum V 838 # Max Moment 2095'# Max V (Reduced) 681 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section (in3) Shear (ins) TL Defl (in) LL Defl 73.83 39.38 0.06 0.04 26.11 10.75 0.50 0.33 OK OK OK OK 35% 27% 11% 11% Fb (psi) Fv (psi) E (psi x mil) Fc ~ (psi) Base Values 875 95 1.6 625 Base Adjusted 963 95 1.6 625 CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 113 Uniform TL: 158 = A Uniform Load A R1 = 838 R2 = 838 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Nash, Jones, Anderson Architecfs Reg # 6464-622 GARAGE GB-1 Date: 6/15/05 Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions Min Bearing Area R1= 8.0 inz R2= 8.0 inz DL Defl 0.10 in Suggested Camber 0.15 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Beam Span 20.0 ft Reaction 1 LL 4000 # Reaction 2 LL 4000 # Beam Wt per ft 22.42 # Reaction 1 TL 5224 # Reaction 2 TL 5224 # Bm Wt Included 448 # Maximum V 5224 # Max Moment 26121 '# Max V (Reduced) 4441 # TL Max Defl L / 240, TL Actual Defl L / 573 LL Max Defl L / 360 LL Actual Defl L / 748 Section (in3) Shear (inz) TL Defl (in) LL Detl 276.75 92.25 0.42 0.32 135.35 35.06 1.00 0.67 OK OK OK OK 49% 38% 42% 48% Fb (psI) Fv (psi) E (psi x mil) Fc i (psi) Base Values 2400 190 1.8 650 Base Adjusted 2316 190 1.8 650 Cv Volume 0.965 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 400 Uniform TL: 500 = A Uniform Load A R1 = 5224 R2 = 5224 SPAN = 20 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2.4 licensed to: Nash, Jones, Anderson Architects Reg # 6464-622 GARAGE GB-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Date: 6/15/05 5-1/8x 15 GLB 24F-V4 DFIDF Lu = 0.0 Ft Min Bearing Area R1= 3.6 inz R2= 3.6 inz DL Defl 0.04 in 5uggestea ~amoer u.uo m Beam Span 16.0 ft Reaction 1 LL 1760 # Reaction 2 LL 1760 # Beam Wt per ft 18.68 # Reaction 1 TL 2349 # Reaction 2 TL 2349 # Bm Wt Included 299 # Maximum V 2349 # Max Moment 9398'# Max V (Reduced) 1982 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section in') Shear inz TL Defl in LL Detl 192.19 76.88 0.17 0.12 46.99 15.65 0.80 0.53 OK OK OK OK 24% 20% 21% 23% Adiusfinents Loads Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 Uniform LL: 220 unirorm ~ ~: zio = H Uniform Load A R1 = 2349 R2 = 2349 SPAN = 16 FT Uniform and partial uniform loads are Ibs per lineal ft. NASH, JONES ANDERSON ~oMteots to Planners LATERAL DESIGN DATA PER IBC 03 CLIENT: PROJECT: DATE: NAME: WIND per Sec. 1609 Sec. 1609.8 Simplified method Design Wind Pressure: ps = (~)(lw)(peao) where A = Exposure Factor lw =Importance Factor Paso =Base Design Pressure u S1TE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph (V3s) ~ = 1.00 Exposure "B" (G30') lw = 1.00 p s~o = see Table 1609.8.2.1 (1) EARTHQUAKE per Sec. 1614 Design per ASCE 7-02 Sec. 9.5.5 Equivalent Lateral Force Procedure Base Shear: V =1.2 SaS(W) where: C s =Seismic Response Coefficient W =Efficient Seismic Wefght (Sa)(Si) / R = (Ca) SITE/PROJECT SPECIFIC VALUES: Ss = 1.20 per USGS S1 = 0.90 per USGS Site Class D (Default) Seismic Design Category E R = 6.5 from Table 9.5.2.2 1 1.00 Cs 0.166 per Section 9.5.5.2.1 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction MINIldUM NAII~IG REQUDZEMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Dia. X 10", A307 or better, w/ 7" min. Embedment. V = 1104 /bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete f c = 2500 psi rebar fy = 40,000 psi MLSCELLANEOUS HARDWARE SIMf'SON Strong-tie Connectors or equal L 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Faz (425) 822-1918 WWW. NASHJONESANDERSON. COM ,-J KL' V1J CAL 1V~~V~V4 V ('!r L'. V V L ~L 1Y lS ~DLV V i~J ~J 1 iS V V 1 V Rt1L ~ V HLI. - J 11L' L' 1 J- 11~V V V ~1. ~' ~f1 __.. '~. ~~ m ~~ ~ ~ }~ ~.~~~ u ~ ~- ,~J~ p'- 4 ~ ~LJI YYYY ~ ~, c.~i „y~ ~/' / ,~.~~d ~~~ ~ ~ ~ ~. ~~ ~ i I C I LIENT: NASH, JONES LATERAL CALCULATIONS PROJECT: ANDERSON y~D WORKSHEET ATE: PER IBC 03 NAME: Aramteete do p]sanr. 85 M.P.H. P = 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR EALEVATION RIGHT ELEVATION IACATION TOTAL SHEAR FORCE (~) SHEAR W z H z (see chart for wind pressure WALL ® specified height) LENGTH (ft) UNIT SHEAR SHEAR WALL (#/ft) TYPE ti Z Ulp /S`~~~f,Je°~~ F~ ~~ n ~ ~I ~1~ ~ I . ~ ~` / ~ / .:% ,,~.. a . . ••,~TT sp ~7x~~if'~) ' V .S G Z ~ ~ 2 ~ ~ ~- Gl.,~ ,fly- r~~ G~~ ~D k ~ ~(f~~g . ~2~-~ ~ ~ 12- ~. I r./ /sxd~ F r~~ / -~~ ~ ~ ~ f / ` f A`~- ~0 / ~O ~ ~ . J A f ~/ ~.~ 3~` (~ Mrll~1/ l ak ~ ~'~l< r 1 ~ ~~ ~ __ ~ M-h~ 7~1~~~.~~~. a- 2 3 r3 ~~~ ~~2 ~/~~~~ 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Faz (425) 822-1918 WWW. NASHJONESANDERSON. COM ~ REVISED 7/29/04 CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SH@:C:'1'J-ixuu:~ S~~~i~ ~~1..~ SGT-+~t~Ul...~ t°L1¢ 2003 I SG SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOEDOWNS. LOCATE HOEDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOEDOWNS, ANCHOR BOLTS, WASHERS, B NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL SPACING SILL BASE HEM FIR #2 I/2" TOP rE BTM. BLK6. PLATE PLATE VALUE MARK PLYWD. EDGES FIELD ~~ ~a~• ANCHOR BOLTS NAILING (#/LF) PI-6" IOd 6" 12" 6" 2x4 5/8" ® 48" (2) Ibd ®10" 260 PI-4" IDd 4" . 12" 4" 2x4 5/8" ® 32" (2) Ibd ®'i" 350 PI-4" •* IOd 4" 12" 4" 3x4 5/8" ® 32" (2) Ibd ®'1" 380 PI-3" '~'~ IOd 3" 12" 3" 3x4 5/8" ® 24" (2) Ibd ®5" 4q0 PI-2" •" IOd 2" 12" 2" 3x4 3/4" ® 24" (2) Ibd ®5" 640 P2-6" ** IOd 6" 12" 6" 3x4 5/8" ® 24' (2) 16d ®5" 508 P2-4" •*' IOd 4" 12" 4" 3x4 3/4" ® 20" (3) Ibd ®5" X54 P2-3" '~~' IOd 3" 12" 3" 3x4 3/4" ® I6" (4) Ibd ®5" q84 P2-2" *~ IOd 2" 12" 2" 3x4 3/4" ® 12" (4) Ibd ®4" 1262 '~~NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS ~ PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBC 2003, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH J015T UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES I/2" PLYWOOD -USE IOd COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIE ®12" O.G. TO ALL INTERMEDIATE STiJDS. WHERE 3" NAIL SPACING 15 SPECIFIED AT PANEL EDGES, USE I-I/2" IOd SHORT NAILS OR 3X STUDS WITH STANDARD IOd NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 51DE5 OF WALL, JOINTS TO'FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD -USE IOd COMMON NAILS ®10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL EDGES AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS -JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GR055 BLOCKED AT 48" O.G. ®EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. 2" x 2" x 3/I6" SQUARE WASHERS AT ALL ANCHOR BOLTS. I/2" PLYWOOD -STAPLE SCHEDULE ALLOWABLE 51-fEAiZ VALUE5 WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES ® 15 GA. STAPLES ® 14 GA. STAPLES 3" O.G. - 280 #/ft. 4" O.G. - 310#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-I/2" O.G. - 4"10#/ft. 3" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. ® b" O.G. - 620#/ft. FIELD SPACING: 12" O.G. NAILS # STAPLES. HOEDOWNS -INSTALL 51MPSON HOEDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES A5 SHEAR WALL BOUNDARY ELENENT5. HOEDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. CLIENT: NASx, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC 03 DATE: NAME: Aramtacts ~ Plnaaers 1 Weight of Building: • Roof Assembly. Asphalt Shingles - Felt - 2.00 #/ft 0.15 #/ft Cedar Shakes - Felt - 2.25 #/ft 0.15 #/ft Tile - 9.50 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood ~ 1.50 #/ft ' Trusses ®24" o. c. - 1.75 #/ft Trusses ®24" o. c. - 1.75 #/ft o. c. - 1.75 #/ft Trusses ®24 R-38 Insulation - 1/2" GWB Ceiling - 2.35 #/ft 2.00 #/ft R-30 Insulation - 1/2" GWB Ceiling - 2.25 #/ft 2.00 #/ft R-30 Insulation - 2.25 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 9.75 #/ft Total 9.90 #/ft Total 17.90 #/ft Uae 10.00 #/ft Use 10.00 #/ft Use 18.00 #/ft 1st & 2nd Floor Assembly: Caret /Pad - 0.50 #/ft Hardwood - " 2.50 #/ft 3/4 T&G Plywood - 2.50 #/ft T&G Plywood - 3/4 2.50 #/ft 2s10 ®16 0. c. - 2.30 #/ft 2s10 ®16 0. c. - 2.30 #/ft 1/2" GWB Ceiling - 2.00 #/ft 1/2" GWB Ceiling - 2.00 #/ft Total 7.30 #/ft Total 9.30 #/ft Use 10.00 #/ft Use 10.00 #/ft Interior Wall Assembly. Ezterior Wall Assembly:. 1/2" GWB - 2.00 #/ft 3/4" Wood Siding - 2.30 #/ft ~ 2X4 ®16 o. c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00 #/ft 2s6 ®16" o. c. - L37 #/ft Total 5.10 #/ft R-21 Insulation - 1/2" GWB - 2.10 /ft 2.00 /ft Use 8.00 #/ft Total 9.27 #/ft Use 10.00 #/ft 4" Brlck Veneer - + 3.20 #/ft 11644 N.E. Both St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW. NASHJONESANDERSON. COM ~ REVISED 12/7/04 CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SHEETS-IRC03 cLtENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC 03 DATE: NAME: architects tc Pleaaers 2 SEISMIC: V = (C.) (Wdl) (Plywood) 2nd LeveL• Roof: (Asphalt /Cedar Shake) 10#/ft X /7i®~ sf = ~ ~~' °r (Tile) 18#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) ~~~~OQ y (E2~ Interior Wn]]s: L x 8#/sf x 1/2 (h) ~/ `~ ~ ~U ~ (I /~fI ~' ~ k v( Q' = 2 2 ~ vO TOTAL : 1st Level: /) ' ' ' Roof: _ sf (1st Floor Roof) 10#/ft X C/ = _.~ - ~- 2nd Floor. 10#/ft X sf = ~.~? Exterior Walls: (E~ + L x 10#/sf x 1/2 (h) ~ ~ (~ (ES) Interior Walls: (I ~ + L x 8#/sf x 1/2 (h) ' ) ~ (I ~~~ ~~~~ ~. ~~'r ~ '~ 1 . TOTAL: _ ~~~_~~ Basement• 1st Floor. 10#/ft X sf = Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: (I1) + L x 8#/sf x 1/2 (h) TOTAL• _ ~ v ~s ~~ 11644 N.E. 80th St. IGrkland, WA 98033 (425) 828-4117 Faz (425) 822-1918 WWW. NASIiJONESANDERSON. COM ~~ REVISED 7/29/04 CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SHEE;'PS-1KCUa CLIENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC 03 DATE: NAME: Arohiteob k Plaaners 3 BASE SHEAR: V = (C,) (Wdl) Plywood / LEVEL 2: Wdl ~ Z, r # g 0.166 = ~ (O LEVEL 1: Wdl ~ 6 r ~ # g 0.166 = _-s TOTAL: Wdl ~"~ ~ ~ # x 0.166 = S~ (V) Level Dead Load (Wdl) Hei ht (h~ Moment (Wdl)(h) Shear (~ Sto Fx = [ Wdl) h~f V ~ ( ~ Remarks Wdl) (h e ~7~~ ~~~~ 2 ZZ ` `d P ~ ~~?' ~s L7 / q ~+~ ~~ ~ 3 ~, Z ~v ~~ 3 ~2 ~~ ~~, 1 ~` 3~ 7 y .3 Total ~ `~ ~( 11644 N.E. 80th 5t. Kirkland, WA 98033 (425) 828-4117 Fag (425) 822-1918 WWW. NASHJONESANDERSON. COM tCi!i VLJ C;L ~(~Ly~V4 V Nr G~. V L ~L rr li ~L7 LV V 21J ~J 1 i~ V V 1 V iiriL ~~, ClLI. -.~ L 1L' L' 1.~ - u...... v ~ ~, CLIENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC 03 DATE: NAME: Architeeb do Flamer. 4 ~ ~ pI b a~ ~ ~A n" ~ U Z Q'i Oy.7r+w H E x ~ ~w x ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .~ ~ " ~ ~ w ~' ~ o'J d-, es~ ~, ~`' ~ ~ 9~v ~ ~ ~ ~' N ~ ~ ~ -~ ~ M x ~z ~ ~ ~ ~ ~ ~ ~ ~ ~ n a F ~ N --,. N -~, ~ N ~' N w~ o ~ \ .~ ~ ~ eJ ~' ~ ~ ' ~ C~ ~ x ~ ~ N . T ~ ~ ~ ~- ~ ~" _ ~ ~ 4`_~ ~ ~ ~1 ~ ~ ~ ~ . 11844 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWYP. NASHJONESANDERSON. COM REVISED 9/22/04 CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SHEETS-IRC03 ~' . CLIENT: NASH, JONES SEISMIC ANALYSIS PROJECT ANDERSON PER IBC 03 DATE: NAME: Asohitsota do Flsaaers ~ 5 Redundancy Factor 1. Maximum allowable wall shear for p<=1 •Vumax = (2)(Vaccstorq /Ab 1~2 2.' Maximum actual shear • Vrnax =Largest seismic ,wall shear ~~~y- ~~ 3. p ~_ 2-[2(Vaccstory)/(Vumax)(Ab 1~2) . ~ Z ~ L C ~ ~ ~i~ ~~~~~ 2~ ~7,~~b ~~ ~ ~~ ~~ ~ ~ •... 2 ~~, ~~~~ ~~~ ~.- 11644 N.E. 80th St Kirklan$; wA 98033 (425) 828-4117 Fas (425) 822-1918 WWw.NASHJONESANDERSON.COM ..~ .-. ..~ .. r ~ n rnnno lSCa V1~7 PAL l~G.7~V't ~. tar u~.vu ~L nor ~L .. ~u ~u~a.vvav•.~.,., ~.. ~...... ....,......... ......... Mar 11 08 05:14p LUBBESMEYER 253 537 9163 p.l LUBBESMEYER CONSTRUCTION, INC. FACSIMILE TRANSMITTAL SHEET ATTN: RY CARLSON FROM: PAM PORCO COMPAN PHONE: CITY OF YEIM PHONE NUMBER: (253) 537-6370 CC: Date: 3111108 FAX NUM ER: [360J 458-3144 TOTAL NO. OF PAGES INCLUDING COVER: 2 RE: Ins Iled Insulation Certificate for Lot 4, Country Vista: 14951 Mtn. View Ct. SE Yelm p U RGENT ^ FOR REVIEW ^ COMMENT ^ REPLY NOTES/ Faxed to Pam Potc OMMENTS: our attention per Mark Martin. 1151 112T" ST, EAST TACOMA, WASHINGTON 98445 PHONE: (253) 537-6370 FAX: (253) 537-9163 Mar 11 08 05:14p LUBBESMEYER 253 537 9163 p.2 ~~~~~~+G~ L~ z rn ~ T (~ ~_ ~ ~- ~ ~ D O • • I~ ~ 0 a O D ^ °• D 52 m N ~ O ^ ^ ^ ^ ~ a v Y~ yD ~d~ CAD c m a~Z am Boa C~pc iv -'~ Cfl viz ym ~rnn ~c ', ,. c Y ~ ~ ~ .^~ ~~ca ~~ ~ ~ ,,z~ ~ 3 ~, a ~~y ~~ az-~ a ~'~= r C`~m v~ mmZ v, z~~ ~ a~ v y~r x z '~ ~ O O ~% y2 z ~~ rn v ,~ ~o ~ rox A ~~ Z v ~ x b V~ ~o ~ ~a ~ = a O N ~ .. j ~ '=7 = m ~ VZ! [O 0 ~ °c~ r ~z° o ~ _ C ~ O 3 G " y ~. x y C/] x O C A C MC +~`~.a~ ~W s4 w ~ ~~4 t1 0 O i ~ y ~ B ~ { '~l1~ 10 No` ~A NOI,LV'Ii1SNI 3'IVJ CC88 8S9 09C %1'3 pS=ST 8002/TTlt0 _ TOO ~j -T _. - f ~ . ~. RECEIVED MAR 10 1008 _.~ ~`, ~ .V ; r~ ~ ,.dis ~;~ t ~` ~. 11 i. :, it ~ ~~ ~~~~ ' + ~ ~ ~ ~ ~ ~ ~ ,+ t!jt z r~ ~~~h ~ ~~~ ~~~~ ~~' i~ ~ . t" i ~ ~I .e :'1(~ ~~ _ (~ ~"x 5 ~~~ ~ ^3 i ~~..y .! 'q~ ~~~t~~~; d~ .: ... .. ,..., p-. ~ ., , ~ ~ ~ .; ,.. . e, ~ , ~ r s _., ., ~~ w ~~ ~ ~~ z ~~~~~. ~~ MAk-06-2006 15:11 City of Y~lrn Public Works 360 45A A417 P.O1i01 ~o~T~p City of Yelm ' Public Works Department 901 Rhoton Road p.0. Box a?9 M 1 elm, RIA 98597 w~~wwe+en (360) 458-8906 Fax: (3G0) 458-841 r ~j NEW HOME FINAL DATE; v~ Q~ DEVELOPMENT: BUILDER'S TfAME LOT #: ~_ COMMENTS: INSPECTED B1.': DaI~: ~,~ p~` o John Ive~~ ~( Edward ~imith o Tim Rari~ck n' ,~ ~ ~V(-~j ~ W ~- TGTAL P.O1 ADDRESS: ~J ~ ~ ~~ ~ '~ ~~