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07-0111 Permit Pkg 032307~ :~~ F- V Q a ~ U a O ~ ~ ~ W Z ~ O V ~ ~ m H ~ U "'~ J `W p` O " t L QW U ~ N a Q rn c v .~ m a~ ~ ~ ~ Z Q c c 3 3 00 E z c~ a a~ .~ z E N rn c .~ m -a o a~ :«. ~ o ~ U c _ ~ ~ ~p ~U Q (n 0 ~U O rn c .~ m c m cv n. ~ m ~ Q V_ ~ ~U ~ ~ ~ O ~ U V N ~~~ ~o>, ~U ~ N rn~ a~ ,c ~ ~-~ c m ~ o ~ ~ ~~ ~~U ~ o ~ ~ °'rn ~ ,c ~- o L_ N ~ 3~ _ ~,~~ U C ~ N .Q ~ ~ T L U Q~ . ~ 'p (B 'N ~ U ~ o ~Q ~~ ~~ ~~ ~' ( ,_ ,. -. ~ ,, ~--_~I ~~ .~. ~. , ~~~~~' ~.~ f ~., ~~tk. `m i II ke_.. l- .~. ..~~ ~`~: ~~ . { ~:, ..~.. ~ '.:I ,~ , a =+ City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: 5 Star Homes Address: 2508 123rd St. E Property Information:. Site Address: 15314 91st Ave. SE Assessor Parcel No. 41610015100 Contractor Information: Name: 5 Star Homes Address: 2508 123rd St. E Contractor License No: 5STARSH974LR Project Information: Project: Cherry Meadows Description of Work: plan 110796, Lot 151, 2 story City: Tacoma Subdivision: Cherry Meadows Contact: Green, Jodi City: Tacoma Expires: 06106107157 Permit No: BLD-07-0111-YL Issue Date: Not Issued (Work must be started within 180 days) Receipt No: 4777,8'9 Phone: 253-535-3912 State: WA Zip 98445 Lot: 151 Phone: 253-535-3912 State: WA Zip: 98445 Business License: 1051.0 Sq. Ft. perfloor: (1st) 826 (2nd) 1124 (3rd) 0 Garage 420 Basement 0 Heat Type (Electric, Gas, Other): GAS F@eS: Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Building Permit 100-500k 1,456.42 993.75 462.67 5.6000 82.6200 $1,000 Building Plan Review 946.67 0.00 0.00 0.0000 0.0000 Mechanical Permit 78.25 0.00 0.00 0.0000 0.0000 Plumbing Permit 104.00 20.00 84.00 7.0000 12.0000 Fixture Sewer ERU 5,725.00 0.00 91,600.00 5,725.0000 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 Consumer Dep 90.00 90.00 0.00 0.0000 0.0000 Traffic Facilities Charge 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip Fire District Impact Fee 511.92 0.00 511.92 0.2160 2,370.0000 square foot State Building Fee 4.50 4.50 0.00 0.0000 0.0000 TOTAL FEES: 511,619.26 App{icant'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 es ' tions of record If applying as a contractor, I futher certify that I am currently register in the Sta of Washin~ Date r J ' ~~ . O Firm v ~ ~~r .L~f* # Sets of Prints: Final lnspectipn: mate::.... ~ Z7 O~ By: ~ • s = - • ~ - - e e ~c~oFTHEF9~~ CITY ~F /a ~ YELM _ -- ,m. ~ P.O. Box 479 1p-, RECEIPT No. ~°~ - ~ ~~ Yeim_ '~ti'A 9859? ~ YELM 360-458-3244 ~G ~~~~'~U*ELEVEN THOUSAND TWO HUNDRED EIGHTY SEVEN DOLLARS & 92 CENTS RECEIVED FROM DATE REC. NO. AMOUNT REF. NG. ~ 5 STAR HOMES ~~ 03/23/07 47778 11,287.92 CHECK 4684 ~ i 123r"~'vi" rn- `~-va-a aSD~` 1a:3 -.~~E-' TACOMA WA 98445 BUDGETARY LOT 156 ~ I I MICHELLE _~' \ PERM 1456. 42,PLREV615.33,MECH 78.25.PLUM 104.,SERU5725.SINP145.WERU1500. WMET300.CONDEP90.TRAFF757.50,FIRE511.92.ST FEE4.50 BLD-07-0118-YL -. ~ =~ ----- ~`~ F TNEpq'~ CITY OF YEL~1 = P.o. Box 47s RECEIPT No. ~ ~~Im. WA 98597 ~EZ~:-.,_ 360-458-3244 °ECEi`JE~' ****ELEVEN THOUSAND SIX HUNDRED NINETEEN DOLLARS & 26 CENTS rECE!VED FRORi 5 STAR HOMES 2508 123RD ST E TACOMA WA 98445 DATE REC. NO. 03/23/07 47779 BUDGETARY AMOUNT 11,619.26 CHECK LOT 151 REF. NG. 4684 MICHELLE PERM 1456.42,PLANREV9FF757.50CFIRE511.92UST©FEE4R50725BLDN0710111EyL15@0 WMET300.CONDEP90.,TRA o,< TNFP~~ +~ City of Yelm ~ v~ Community Development Department a ~ Building Division Phone: (360) 458-8407 YEL Fax: (360) 458-3144 Permit Fees Schedule Permit No: BLD-07-0111-YL Applicant: Name: 5 Star Homes Phone: 253.535-3912 Address: 2508 123rd St. E City: Tacoma State: WA Zip 98445 Project Information: Project: Cherry Meadows Description of Work: plan 110796, Lot 151, 2 story Site Address: 15314 91st Ave. SE Assessor Parcel No. 41610015100 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 ----------- 1,456.42 ----------- 993.75 ----------- 462.67 ----------- 5.6000 ---------- 82.6200 ------------ $1,000 Building Plan Review 100 001-345-83-00 946.67 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 032 001-322-10-00 104.00 20.00 84.00 7.0000 12.000D Fixture Sewer ERU 802 412-343-50-01 5,725.00 0.00 91,600.00 5,725.0000 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 Consumer Dep 740 402-389-00-00 90.00 90.00 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 Fire District Impact Fee 105 001-345-85-00 511.92 0.00 511.92 0.2160 2,370.0000 square foot State Building Fee 160 001-386-00-00 4.50 4.50 0.00 0.0000 0.0000 TOTAL FEES: $11,619.26 ~~ U`r ~" U 0 N r a O ~ 4 w ~ ~ ~ Q ~ ~"~ ~ z ~ ~~ ~ °' '~J W ~ V J W ~ E ~ o 1 Q a~> ..~ V ' ^~ O U .1 Ci ~~ i I o ;, .~ ~~ G .~; I G `~ V -~I Efl m jCa..Qe ~ ~/1~ Lof /5 ~! ax-~ 7 Q c ~. / CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: Subdivision: ~~ Lot #: ~S~ Parcel #: Zoning; FEB ~ 2007 New Construction Re-Model / Re-Roof /Addition Home Occupation Sign Plumbing Mechanical -,M- o~b~ i"le~ /`Manufactured Nome Placement Other Project Description/Scope of Work:~•,~„~•~,~~ ~r•~la.(P ~-~-v~ il1tr! ~F' Project Value: Building Area (sq. ft) 151 Floor~~ 2"d Floor Garage ,,~ Deck Basement Carport Patio l(SC # Bedrooms # Bathrooms Heati g: GAS/ 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: ~ ~ S~ ~ l~ ADDRESS ~~b~ ~a:~ ~ ~- S _ EMAIL CITY IL~IC~yv~_STATE.'It )a _ZIP '9~~~L,~TELEPHO a 2_~1 • ~;~' •~cjra' ARCHITECTlE GINEE LICENSE # ADDRESS ~-~ k EMAIL-~ ~ `- C' 7'K CITY ^(y~'n ~~I fir' STATE +~ ZIP TELEPHONE .~ ~ ~~1 •%~~ GENERAL CONTRACTOR `' TELEPHONE 5 - 5- `~ ~i ~- ADDRESS c~J~D +~- ~ EMAIL ` ' ~' OCi~~{• nC'~" CIT'f ~G~CtSYV~_ STATE~~_ZIP FAX ~ ' ~~`~~ ~ •~~ ~ a- CONTRACTOR'S LICENSE # L XP DATE ITY LICENSE # PLUMBING CONTRACTOR TELEPHONE~3 ~ ~ ~7~ 5770 C TYR SS F~.l~~ ~t2~~~E ZIP_~~~FAX IL r"1u }lp1~ip.2 ~ tiLh j, nK d u~ CONT CTOR'. LICENSE # " EXP DATEL Q>~iTY LICENSE # k~ r~. MECHANICAL CONTRACTOR TELEPHQ~1 E ~ • ~ ~ ~ ADDRESS 0' /~ ~ ~. EMAIL K~n~~~~s~ ra~ It~-5 G'~r~t«~S CITY /lies-~ STATE L->~ ZIP y FAX CONTRACTOR'S LICENSE # ~ X DATE ITY LICENSE # '1 y v Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the abo~tE_described propert7~~lt be in accordance with the laws, rules and regulations of the State of Washington and the of Im. • d ,~ - - ~ ~ licant's Sig atur Date per /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 i(Nf- 105 }'elm Avenue ti'est (360) 458-3835 PO Box 479 (360) 458-3144 F.9.Y Felm, LVA 98597 u~u+u•.ci.yelm.u~a.us Mor 19 07 01:48p Jodi ;.~ :~; ~ ~,, ,./~+,~ , .~. T~ ~ Fyn ~~ u .. S~ d ~. f i L ki 1 Cf 4 L `~ ~' a ~ ~ngr'n~aring a ~~ ~a.~. ~?~~ sus ~#::,cLifiYilt~. ;~~, 48072 a ~~25;~89~S6s~, 253-535-3912 1 ~ '~' ~~v. i'.~ 1 t 1 ,;~~: ~v~ Naas: Lrttt~; A.~?ai~s'ss 3il~c~ss: Lei '! S ; 153'Y 4 ~ ~ s~ ~~'e 9i~ 't~$:S'€3 a~~s ~~1 k•9i:1~~1~Ma~. ~7'i~~~~'LVi~S.eV~S~t~ P~a~~S 33': Ci8~1B LeSi~~s Riau ~f~a^t't~erfia5 !~!: ~'i1~3~"~$ t3esio~ Soecifr.,~i#cxr:s: 2£)tl~ !8G _..__.._ 9u~i~i€~g : ype: Loan Rise, S~ttl~ie Oiaphsa~rt's 1tY3~i0F~at3C~ ~acfiti~. 1.[3Q Basle ~J1°in~ 518}oC:f'~r: 85 irp>'+~ ~tli:~~ i/r~sure: B S:aC3aY i..caatiitt~: 25 pS` SSISFf~iC USS ~r€3u~: ~ . R: 3.5 SIIi9 Sife €~ias.~: 0 /k:~2#}S:S FC~tF°; Sit';sp's'sFtA4f Ss: ~ 25 ~ LoLtS ~i@dF~~3tt~i0itS: ~4+~~ ~35iG 3ui~dtnc~ Oe3ir#~ PetF$!i'EE:t8F5" ~~t5 wT?~~77€~f"~"#g gS >aQT Rt~o# +Jl.: ~ 5 l~t3i J '! tI jJSf ~~F'~ ~ifll~t@ ~333d:~~IBi irsvetS: 2 ~fi~lt! Level Names; ~tiair~ ~ ` S~: Lowec ~~~ ~~, ~~ 5~~9~~ ~~ ~s ~~4 gin; s~i~~ ~ s ~~ ~ ~~ ~~~ ~~ ~; PER i7t~filNii~lG N~.TSE-a ?"t-IR~U~H lw ~'.~~r~5 ~'~~_ ~AtG[iVEL1?`9 Su'~i. Es ~;3R i,.A7'i`i~~L k.OA~ Qi=s€Gi+~ a~:~ ~'~ s~isn~!c ~~~ ~tii~0 ~~i:~zci=s ar~~Y. ~Ra~~~~ ~©~~ acs€~~ ~s ~-~>~ R~Ss~C3iaiSi3iL! i ~' 4i= T}-±~ i:3i31i"OiP+fG i~ES€~{~EP BXGi+PTiCi14S: ~~l~ p.3 i5 y~T1.G'g rsE ~ Engineering ~ 12930 N.E. 178th Street Woodinville, WA 98072 ~ (42581-6601 PROJECT: L ~ TE r~~ ~ ~N~~~~~5 JOB#: ~ ~ y 2. BY: yK 2 DATE: 2.24 ~ 200` GRi~s x ~~~ G~!~s C ~ ~ r~~a ~ - - - - - - ~i bd D / I y TSE ~~ PROJECT: JOB#: b V ~~ ~ Engineering . BY: y~ 3 12930 N.E. 178th Street Woodinville, WA 98072 • (425)481-6601 DATE: ~~~..~ ~~.Dfl~ 1 LAS GK. r..~. dE.[. I C ~`°~ ~ ~ I '~~TJ~k?~ II -i _ _ ~~~Y - I~~ ~o ~ /~ 1( 9~ IJL ' q yam, E I rv9 ~A'F~+I-FIJI ~-~•$ - ~~ _ ~, ~~ -- ~,; ~ ~-- ~ ~: i I ~~ .la-I~+dE./ I L. GR~~~ ~ 2~~ 2 Zo, 3 Vti TSE Engineering TRANSVERSE WIND ANALYSIS FRONT ELEVATION Grid:€1 ~2 €3 ~4 €5 Roof Rise' 6 B 26.6 Roof End Zone: E ~ E Wall Ht. 8 8 Wall End Zone! No SW':E iN iE Wall Ht. 9.1 9.1 Wall End Zone / No SW i E € E Width 29 34 X 20 20 LEVEL: Main Roof Type: 1 _ 1 Ridge/Gable Ht 8.5 8.5 OH left1.5 OH right: 1.5 Area left6.5 Area right; V left2693 s0 0 €0 0 V rights 0:'• 2628'•. 0 0 LEVEL: Lower Roof Type: Ridge/Gable Ht OH left: OH right; Area left6.5 Area right V left3613 :855 '•.0 ~0 €0 V right@ 8 55; 3483; 0 0 €6 0 0 0 0 Job#: 61~1Z.. By. y ~~C~~-- Page: Plan Number/Job ID #110796 €7 ~8 Ito 12 :degrees eft. €ft. €ft. ft. €ft. ft. ft. eft. 'sq.ft. sq.ft. i0 lbs. is Olbs. ft. ft. ft. sq.ft. ~sq.ft. €0 lbs. LEVEL: _ Roof Type: RidgelGable Ht ft. OH lefty €ft. OH right: :`ft. Area left: 'sq.ft. Area right; sq.ft. V Ieft0 's0 €0 €0 '0 €0 €0 lbs. V right: 0 0 0 0 0 0 0 lbs. TSE Engineering SUMMARY OF VARIABLES AND SHEARS -TRANSVERSE WIND Wind and Building Coefficents: Job: ~ ~y'Z1~ By. ~K~~ Page: Plan Number/Job ID #110796 Grid:1 2 3 4 5 6 7 8 Wind Vel. Coef. = 1.000 1.000 8 = 26.57 26.57 degrees Roof Mean Ht. = 21.35 21.35 ft• Ht.& Exp.Coef.= 1.000 1.000 Eave Height = 17.1 17.1 ft• Least Eave Ht. = 17.1 ft• BIdg.Width = 29 34 ft. Least BIdg.Width = 29 ft• a1 = 2.9 a2 = 1.16 a = 3 ft• 2a = 6.0 6.0 Base Wind Pressures: (from Table 1609.6.2.1(1) for Wind Velocity = 85mph) Zone 'A' 13.930 13.930 psf Zone 'B' 4.335 4.335 psf Zone 'C' 10.337 10.337 psf Zone 'D' 3.840 3.840 psf Adiusted Wind Pressures: (Wind Velocity, Ht.&Exp. Coeffs. & Slope or Gable Roof) Interior Zone; Horiz.Wind Roof = 3.840 3.840 psf Horiz.Wind Wall = 10.337 10.337 psf End Zone; Horiz.Wind Roof = 4.335 4.335 psf Horiz.Wind Wall = 13.930 13.930 psf (Note: Negative wind pressures on roof are considered as 0 psf) Sum of Transverse Wind Shears: A) Simplified Method with Adjusted Wind Pressures; Main 3318 lbs. Lower 3971 lbs. lbs. Total 7289 lbs. B) 10psf Wind Pressure on Projected Area of Building; Main 5320 lbs. Lower 34851bs. lbs. Total 88051bs. CONTROLS (see previous page for distribution) b#: G/7Z J T SE Engineering o By: Page: LONGITUDINAL WIND ANALYSIS Plan Number/Job ID RIGHT ELEVATION 110796 Grid:`A B C D E F G H Roof Rise 6 - - to 12 A= 26.6 _degrees Roof End ZoneE E - Wall Ht.' 8 8 = - _ft. Wall End Zone / No SWE `N € E __ - Wall Ht. 9.1 - 9.1 = = ft. Wall End Zone / No SWE - € E _ - - ft. Length: 40 _ 40 - ft. Y 21.5 = 12.5 - = ft. LEVEL: Upper Roof Type: 2 2 Ridge/Gable Ht 8 8 - _ ft. OH front1.5 = = ft. OH back: - 1.5= ft. Area front;-40 -25 = sq.ft. Area back: -20 -40 - - - sq.ft. V front1950 0 0 0 0 0 '0 lbs. V back; 0€ 1827: 0= 0` 0= 0 0 lbs. LEVEL: Main _ _ Roof Type` __ _ Ridge/Gable Ht _ _ _ `ft. OH front= - - - = ft. OH back: - _ = _ =ft. Area front: = - ~sq.ft. Area back= = - = - sq.ft. V front3085 :552 0 0 0 0 0 lbs. V back; 950: 2564= 0 0 0 0 0 lbs. TSE Engineering Job: ~~~Z By: y ~-~ Page: SUMMARY OF VARIABLES AND SHEARS -LONGITUDINAL WIND Plan Number/Job ID #110796 Wind and Building Coefficents: Grid: A B C D E F G H Wind Vel. Coef. = 1.000 1.000 A = 26.57 26.57 degrees Roof Mean Ht. = 21.10 21.10 ft• Ht.& Exp.Coef.= 1.000 1.000 Eave Height = 17.1 17.1 ft• Least Eave Ht. = 17.1 ft• BIdg.Width = 40 40 ft• Least BIdg.Width = 40 ft• a1=0 00 00 ft• 2a = 6.0 6.0 Base Wind Pressures: (from Table 1609.6.2.1(1) for Wind Velocity = 85mph) Zone'A' 13.930 13.930 psf Zone 'B' 4.335 4.335 psf Zone 'C' 10.337 10.337 psf Zone 'D' 3.840 3.840 psf Adiusted Wind Pressures: (Wind Velocity, Ht.&Exp. Coeffs. & Slope or Gable Roof) Interior Zone; Horiz.Wind Roof = 3.840 3.840 psf Horiz.Wind Wall = 10.337 10.337 psf End Zone; Horiz.Wind Roof = 4.335 4.335 psf Horiz.Wind Wall = 13.930 13.930 psf (Note: Negative wind pressures on roof are considered as 0 psf) Sum of Longitudinal Wind Shears: A) Simplified Method with Adjusted Wind Pressures; Main 3932 lbs. Lower 38291bs. lbs. Total 7761 lbs. CONTROLS (see previous page for distribution) B) 10psf Wind Pressure on Projected Area of Building; Main 3220 lbs. Lower 33471bs. lbs. Total 6567 lbs. TSE Engineering SUMMARY OF VARIABLES AND EQUATIONS FOR SEISMIC Simplified Method Response Spectral Acc., Ss = 125 % g Site Coefficient, Fa = 1.00 Max Considered Seismic Acc., SMS = Fa*Ss = SDS = 2/3(SMS) = 0.83 Response Modification Coefficient, R = 6.5 Importance Factor, le = 1.00 Seismic Design Category, SDC = D Base Shear Constant = 1.2*SDS / R = 0.1538 Seismic Base Shear, V =Base Shear Constant * W = Design Dead Loads: Roof = 15 psf Floor = 10 psf Wall = 10 psf 1.25 0.1538 '" W Job: (~~i{~. Bv~ ~I K~~'l, Page: g Plan Number/Job ID #110796 See the next pages for Seismic Base Shear values calculated for each block between grids TRANSVERSE SEISMIC ANALYSIS H G € ...... ............................... F '• E' ~ ... ...................... D '• C ` ' R 941; ................................ R 941; F 1852: F 1852: B€ Grid:1 i2 3 LONGITUDINAL SEISMIC ANALYSIS H G F E D C B Transv.Walis A Grid: TSE Engineering BASE SHEAR PLAN VIEW Job#: Gay 2~ By:~y,~ Page: 9 Plan Number/Job ID #110796 'Ibs. € lbs. .................. .......................... .......................... ................... :Ibs. :Ibs. ...................................................~..............................i.............................. 8 5 ~6 7 Base shear values are summed per block between grids lbs. lbs. lbs. Ibs. 8 Long Walls TSE Engineering Job#: ~ ~y1- By. ~~~` Page: ~ ~Q Plan Number/Job ID SEISMIC DESIGN FORCES #110796 TRANSVERSE GRID LEVEL Lsw QE r o QE E 0.7E (ft.) (Ibs.) (Ibs.) (Ibs.} (Ibs.) 1 Main 18 2328 0.2778 2328 2328 1630 Lower 29 3377 0.1315 3377 3377 2364 2 Main Lower 18 2098 0.1317 2098 2098 1469 3 Main 24 2328 0.2083 2328 2328 1630 Lower 21.5 3377 0.1774 3377 3377 2364 r (max} = 0.2778 Fa = 1.00 AB = 1260 sq.ft. Snns = 1.25 g 2 - 20 / r(max)*SQRT(AB} _ -0.028 Sys = 0.83 g p = 1.000 SDC = D TSE Engineering Job#: 6~y1 By: ~ Paged! Plan Number/Job ID SEISMIC DESIGN FORCES 110796 LONGITUDINAL GRID LEVEL Lsw QE r p QE E 0.7E (ft.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) A Upper 15.9 2235 0.3117 2235 2235 1564 Main 8.5 3462 0.4854 3462 3462 2423 B Upper 0 Main 20 1941 0.1157 1941 1941 1358 C Upper 16.5 2274 0.3057 2274 2274 1592 Main 16 2987 0.2225 2987 2987 2091 r (max) = 0.4854 Fa = 1.00 AB = 1260 sq.ft. Sens = 1.25 g 2 - 20 / r(max)*SQRT(AB) = 0.839 Sys = 0.83 g p = 1.000 SDC = D TRANSVERSE SHEARWALLS Grid 1 Grid:A €B Level: Main Lsw: v wind: v seismic' USE:; R wind: R seismic: Roof Trib. Roof DL= Wall DLL Uplift wind: Uplift seismic: USE:: Level: Lower Lsw: 29 v wind: 125 v seismic 82 USE: ~ SW1 R wind; 1134 R seismic 742 Roof Trib. Roof DL° 0 Wall DL;• 2639 Floor Trib.; 1 Floor DL', 290 Uplift wind: 255 Uplift seismic; 0 USE:: H1 Anchor Bolts: ABO 18 150 91 SW1 1197 724 2.5 675 1440 562 0 T1 TSE Engineering C €D E 'F Job#: X142. By. y ~/ ~~" Page: ~z Plan N umber/Job ID #110796 ~G H ft. plf plf 'Ibs Ibs eft. Ibs :Ibs :`•Ibs Ibs ft. plf plf Ibs €Ibs ft. :Ibs •'Ibs 'ft. •'Ibs Ibs 'Ibs TRANSVERSE SHEARWALLS Grid 2 Grid: iA Level: Main Lsw€ v wind: v seismic: USE: R wind: R seismic: Roof Trib. Roof DLL Wall DL€ Uplift wind' Uplift seismic' USE: Level: Lower Lsw= 18 v wind: 95 v seismic' 82 USE:' SW1 R wind: 865 R seismic: 743 Roof Trib. Roof DL' 0 Wall DL` 1638 Floor Trib.: 10 Floor DL 1800 Uplift wind' 0 Uplift seismic 0 USE: Anchor Bolts: ABO B TSE Engineering D E F Job#: (~I~f2, Page: Plan N umber/Job ID #110796 sG ~H € ft. plf plf €Ibs •'Ibs ft. :Ibs `Ibs Ibs . €Ibs € ft. plf plf 'Ibs Ibs ft. 'Ibs :Ibs ft. 'Ibs ?Ibs :Ibs TRANSVERSE SHEARWALLS Grid 3 Grid:€A Level: Main Lsw€ v wind: v seismic: USE:: R wind: R seismic: Roof Trib. Roof DL€ Wall DLL Uplift wind: Uplift seismic; USE:: Level: Lower Lsw¢ v wind: v seismic: USE:: R wind: R seismic: Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind: Uplift seismic' USE:: Anchor Bolts: ABO TSE Engineering €B €C €D €E 24 109 68 SW1 876 543 2.5 900 ~- 1920 30 4-: STgNpa~.`~ `: 0 CoN~t~uc?+oa `. ~ 21.5 162 110 SW1 2452 1607 0 0 1957 2 430 890 0 H1 Job#: (~~~z By• `1K'~1~~ Page: I Plan N umber/Job ID #110796 €G €H € ft. plf plf :Ibs :Ibs 'ft. :Ibs Ibs €Ibs €Ibs ft. plf plf Ibs 'Ibs ft. :Ibs Ibs € ft. :Ibs :Ibs _ ;Ibs LONGITUDINAL SHEARWALLS Grid A Grid:-1 Level: Upper ', Lsw 2.3 v wind: 123 v seismic 98 USE: = SW1 R wind; 981 _ R seismic: 787 Roof Trib.: 2.5 Roof DL 86 Wall DL= 184 Uplift wind _ 900 Uplift seismic: 665 USE:: T1 Level: Main Lsw: 2.3 v wind: 363 v seismic; USE: ` 285 SU~~ R wind: 5138 ', R seismic: 4066 Roof Trib. Roof DL= 0 Wall DL 209 Floor Trib.: 3 Floor DL 69 Uplift wind: 4973 Uplift seismic= 3820 USE: _° H3 _ X62 6 123 98 SW1 981 787 2.5 225 480 770 470 T1 4 363 285 PF TSE Engineering 5 Job#: 6` /~ By: Page: ~ j Plan Number/Job ID -7 8. 7.6 plf SE1S+~/~G = ,gSPEGT ~1 T4~ plf - - =Ibs ?X~~ . G ~~ - =Ibs i~ ~ - ~ft TAY ~,~i: ,~3vx.~ s~- l3/p~f =Ibs ;Ibs 13~ p~F~ 1 ~ ~••D~ Ibs :Ibs - - 2.2 ft. ` _ = plf Z ~ Z~3 _ plf ~=~.~? - =_ - Ibs - =Ibs ~nY ~v/'~ - - eft. ~~X ~ s~= ,~ Z,~IF -Ibs :Ibs u~ SG// :Ibs - _ :Ibs - - =fbs -USE (2) PORTAL FRAME PANLES AT GARAGE FRONT ~S~E v1f~~r /(o Fu2r C.¢cc, TSE Engineering APA "Sturd-I-Frame" Portal Panel Z w C/L Z Job#: 6~ By: Page: H Z1 Z2 ~, W1 ~ L W2 Z (WIND) Z (SEISMIC) W (DL) W (LL) W (SL) 1460 1140 50 40 75 lbs. lbs. plf plf plf H D L W1 W2 AR1 AR2 8 1 16.3 22.5 22.5 4.27 4.27 ft. ft. ft. in. in. „47 1147 2293 O.K. WIND SEISMIC WIND SEISMIC Z1 = 730 570 lbs. Z2 = 730 570 lbs. M1 = 5110 3990 ft.lbs. M2 = 5110 3990 ft.lbs. M ciL 1661 1328 2491 5480 ft.lbs. (DL) (LL) (SL) (TOTAL) M 1 (TOTALS) M2 (TOTALS) WIND 6849 ft.lbs. WIND 6849 ft.lbs. SEISMIC 6009 ft.lbs. SEISMIC 6009 ft.lbs. CONTINUOUS HEADER DESIGN Material Type/Specie Grade Fb si FV si CD (WIND) 1.6 Manuf.Lbr. CD (sEisMlc) 1.6 Timber CD (SNOW) 1.15 Dimen.Lbr. DFL #2 990 95 Cr 1 CH 1 Properties: b d S 3.5 11.25 73.8 in. in in^3 fb Fb' fb / Fb' fv Fv' fv / Fv' D + L + S (IBC ~s-s) 891 1139 0.78 51 109 0.47 D +.75(W+L+S) (IBC ~s-~o> 1114 1584 0.70 63 152 0.41 D + .75(E+S+L) (IBC 16-~0) 977 1584 0.62 58 152 0.38 psi psi psi psi USE: 4x12 DFL#2 ~o.2a.os TSE Engineering LONGITUDINAL SHEARWALLS Grid B Grid:1 ~2 3 Level: Main Lsw v wind v seismic: USE:: R wind' R seismic: Roof Trib.' Roof DL Wall DL Uplift wind; Uplift seismic; USE:' Level: Lower Lsw 20 v wind: 75 v seismic 68 USE:': SW1 R wind' 684 R seismic 618 Roof Trib. Roof DL€ 0 Wall DL 1820 Floor Trib.' 7 Floor DL 1400 Uplift wind' 0 Uplift seismic; 0 USE:: Anchor Bolts: ABO 5 €6 Job#: CO 1y2, Page: Plan Number/Job ID #110796 7 '8 €ft. plf plf :Ibs €Ibs `ft. `Ibs •'Ibs Ibs :Ibs ft. plf plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs LONGITUDINAL SHEARWALLS Grid C Grid:1 Level: Upper Lsw= 3.5 v wind= 111 v seismic= 96 USE:' SW1 R wind' 886 R seismic; 772 Roof Trib.: 15 Roof DL 788 Wall DL 280 Uplift wind. 566 Uplift seismic= 291 USE:. T1 Level: Main 13 111 96 SW1 886 772 15 2925 1040 0 0 TSE Engineering 3 5 Job#: 6/~Z By: Page: ~~ Plan Number/Job ID 7 g plf plf Ibs Ibs ft. Ibs Ibs Ibs Ibs Lsw: 16 _ v wind= _ 160 _ eft. = v seismic= 131 plf USE:; = SWi - plf - R wind= 2372 ~ R seismic_ 1985 = =Ibs = Roof Trib.; - Ibs Roof DL= _ 0 = ft Wall DL - 1456 _ - _ Ibs Floor Trib.. 6.5 _ - Ibs _ Floor DL= 1040 = =ft Uplift wind' _ 1303 - :Ibs _ Uplift seismic' 382 - =Ibs USE:_ H2 _ = :Ibs - Anchor Bolts: _ _ ABO ~ ~ - - CITY OF YELM INSPECTION LOG PROJECT Lot 151, plan 110796 PERMIT NUMBER 07-0111 ADDRESS 91St Ave SE, 15314 SET BACKS Date: 3-26-07 Corrections UNDER FLOOR ^ Corrections DRY WELL ®_ Corrections 6-26-07 FOOTING REBAR _ _®Date:_ 3-26-07 WALL REBAR ®Date:_3- 30-07 Footing ^ 12" Wall ^ 6" Required vents_ Corrections ® 16" Other_ ® 8" Other_ COMBINED FRAME/ EXTERIOR SHEAR WALL INSPECTION Hold downs ® 5-31-07 Shear Nailing ®_ 6-18-07 Frame ® 6-18-07 Gas/Propane ®_ 5-31-07 Plumbing ® 6-18-07 Mechanical ®_ 6-18-07 Corrections: UG-4-13-07 INSULATION ®Gas ^Electric ^Other ®Foam and Seal ^Vapor barrier ^PVA Corrections: 6-18-07 SHEET ROCK/SHEAR WALL NAIL Corrections: 6-26-07 FINAL ®Sewer Final ®Electrical ^ Civil Final ®Address ®Insulation ^ Site Drainage ^Landscape Final ®C of O ^ Sidewalk Correections: 6-27-08 ~O~ THEp~ ~°" a° ~~ City of Yelm Community Development Department 105 Yelm Avenue West -P.O. Box 479 YELM Yelm, WA 98597 WASHINGTON (360) 458-8407 (360) 458-3144 FAX CITY OF YELM BUILDING DEPARTMENT CORRECTION NOTICE I have this day inspected this structure and these premises and have found the following violations of the City of Yelm and/or State laws governing same: s ~sw Z ,~sw y ~~ ~ 2 "~ ~ f~ ___ ._ %" ~~/ C PERMIT NO. i!/' ~~Se ~~ "\ ~~ ~/vim ~,'ns v ~- ~r~of ~~r 7`~' ~~!`~' l~~'v'~Y° G~,~,c11,ev S~~'-c.~ S'S' -•~ N. c~ c~^ .er ,~~You are hereby notified th t'h b.~C~ h 'b ,~ ~r violations are corrected. When corrections havle beenvmadeucatl ~r re- nspe tion at'1360 458 84 ( ) 07. DO NOT REMOVE THIS TAG DATE ,~ 3 v 7 by ~~ ~ ~ pector F PO~t :'fEl_hi SEWER DEPT. 4~ M ~~~~ WIVHNHaroti FAX N0. :360-458-8166 Jun, :='7 :'008 1p:1^_.AM P1 FAQ TRAN~SMISSI~N ~1TY QF 'ELM P.O. B4~ 479 --- 931 NP ROAD NE '~ YELM, VVA. 98597 ~~ 36a-4ss-s41 ~ ~: , ~~, TAX 360-458-8166 ~'AX{#: From: -f~~w.o ;~ DATE: ~, ~~,~_ ~ _ ~~ I',AGES: / ,including this ~`~over sh~:et Subject: W~uS+r ~ ~,~~}c~ ~a E~~~' •m c ~ ~~ ~~ s C(~MMETdTS: 1, b "f` 1 ~"'1~ ,15',3 l y ~ ~ ~ /~ ~ ~ . ~- `~• ~ '"* li`you do ~.aaf receive all codes or any copy is not legible, please caU (360) 458-t~~ 1 1 r~s snon ns possible. JUN-1A-200A 13:3A Cir,y of Yelrn Public Works 360 45A A417 P.Oli01 / ~Of TN~A o City o f Y'elm . d Pub-ic Works Department 901 Rhoton Road y L~ P.O. Box 479 WA •Nlw,r.10M 1'e1W, WA 98597 (360) X58-B~IOG Fax: (3G0) X58-S~S1 ~w ~ ~ ~ NEW HOME FINAL DATE; lU DEVELOPMEJ'JT: Cyr„ a BUILDERS N~~MC: ® , ~ ~.~ n LOT #' =`r~• ADDRESS: j~~ , uC/ ` i ~ ~ ~~ COMMENTS; Q GC INSPECTED Q'I~; Datc: ~ ~/ g - ~ a John Ive;~~ o Edward :;;mitft Ci~7a~ ~C Tim Rari;.i: TOTAL P.O1