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20037082 Permit Pkg
.:.. .._: 'v L: •_. s ~~=t:L _ ~ l ~% (~~ }ti; Via;.,-~.-~' •~I C :-; ' • ~'iGL~; ~ ~! i J L c G /yam C ~ ~- c0~:'~~+~Ir.:i ~~i~~~:j~:,,,~i~~:~~i~~ ~N;,:~~YYh~.i'~i1(~~~:~~~1C9~~1 •iL. .t H~1~ l:'JY?~`'1 i v!}~rL". ~1Ci~iily ti hi"e~v ~ ~ C 25~=0~~G ~ 11 ' Co . c~ ~__~~: anti ~~~i2 a~n ~~.II~Ir~ -_. - c~--.-.--_-= _~ c~:=~-. r'~--.-._..._ _. _ .. - -.. ..- ~_J _... ... `.. FROM :YELM SEWER DEPT. FAX N0. :360-458-E3166 Apr. 22 2005 10:58AM P1 / ~o~` THE p~ a ~, FAX TRANSMISSION ~zEZ,xvx CITY OF YELM Wan~,NOTaN P.O. BOX 479 - 931 NP ROAD NE I YELM, WA 98597 ~~; 360-458-841 I x 360-458-$166 t"` TO: ~~ C.H ~N DATE: ~ - ~ ~ p ~' FAX#: PAGES: ~ ,including this Cover sheet From: ~RN~~' ~s~.~Z, Subject: ~-(otoSC fi (N~LS, ~. l-J ~ ~~O cAS~NCr- ~ ~~ . . .~ ~/ , ~ COMIYIENTS: ~d i ~ ~ ~~~~ ~ ' ~~'~ i T2u rr~ ~ ,t~ . LJ ~aT ~~~ g bg' t1i~~u TtZumP N:~, ''CSI-Ik~S~G~>, ~. L-~'~ ~~~ 5 ~ d U~~ IJ 'emu. m P lU , c..~ ~~ ** 1f you do not receive all copies or any copy is riot legible, please call (364) 458-84] X as soon as possible. 7 i gar -- - - - CITY OF YELM BUILDING DEPT. Phone: (360) 458-8407 Fax: (360) 458-3144 Building Permit N°_ 7 0 8 2 Date ~ (Work must e st ed within 180 days) `~/ _ Name ~ ' + ~ ' ~~ ~ J " , ~ i-' ~, y YP~'-=~i Phone C •~ :. ) ~ .~ %~i'^ /J ~ ~ %/ N E rt '- "` • Address `fit ~ ~_:;, f ,fis ~~ ,' - ~-~ ~ .,- Ci \ ~f_ ~ a' h' i~ State/ ~/,Y -f Zi Code ~ ~? ~-~~ p Site Address "~~ I 6~ ~ ; ,~ ~ .~~a.- ~- ~d R Assessor's Parcel No. ,;~'~ ~) % j j~p -j %~ • F} Lot Size (sq. ff./acres) O R Subdivision ` ~'i_'%` ,+'~ j '', ~L' ; ;Y` /. Lot , 1~ Block v OR Short Plat No. Block Existing Structures, if any: Name ~ ~ ~~~ Contact Phone ( ) T A Address City State Zip Code Ucense No. Exp. Yelm Bus. Lic, No. Description of Work <- -~, f/„- OFFICIAL USE ONLY Permit Type: Sq. Ft. per floor: (1st) ~~ji~ ~ (2nd) i' ') ~ Garage %~jy ~~ Residential ~ Sign Sewer Septic Approval No. Commercial Other City Water Private Well Private System Shoreline Permit Y N Heat: Electric Gas Other Sepa Exempt Y N ITEM BASIS FOR FEE FEE Floor Plan Y N '~ J Building Value /_%-~%" '1 ,~~ ~~~ ; f ~ ~~ --' ;r ~ ~ ~~~, ~ Sets of Prints PlumbingPermit# <`~~7~~x~i Other ~ WA. ST. BC. Fee (4.50 -New Const. Only) +~ ,r~~ •) 7 Mechanical Permit #_~~%~ TOTAL FEE ~ ~:. 4'' ~ `~' ~ Plan Check By ~~ / Minimum distance of stuucture from property lines: Issued By Final Insp:~/~/~ Front to of Road Side Side Rear Owner L & I Form Assessor Floor Plan and Permit Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true Submitted / / and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am a currently registered contractor in the State of Washington. Quarterly Reports Signature ~(~~ ~ ~ Date ~ ~' /~ ~ (j~ Assessor / / Firm: TRPC / / 1' / ~~ FTC C ~ N_ 5998 CITY OFYELIIA LIJ SING P~~IT P.O. Box 479 Separate application for each structure Yeim, Washington 98597 j~. ` Telephone (360) 458-3244 Date ',~ ~~" ~~ Const. Address ~-1 ~~ ~ __L~~11~ ~% t~~-'_~ ~~~-_.G~~~+-~~-_ Occupancy_~ ,~ p ) ~ --- „''~ ~ n" ~ y'i`~~ ~~_%~i"%ti, $„ ~ ?J~! ~\`~~ Phone ~T~.(r/~,~t..ri%r~!~ Owner_~t^~r% 1 ~' ~ _~~°+ ~ r4 \i ~-~~,/ Address__ Contractor_~''4~=;L.3.>~w,~:,t, ~" _ _ Address ! .(ems ~ ~i' ,~~ _ _ _Phone_ ~ ~~~' ~__ ~~~ 1 ` State Contrs. No.~:~~L` ~%r'~ j f=~ Building Permit Number `J ~~ %•• -- ITEIVI Toilets - FEE ~~~~~ 9UANTITY ~- FEE '~~_ Urinals _ _ Lavatory------ _ E3afh Tubs ____ _ Shower Baths _ Kitchen Sink ___. Disposal Units _ ___ ~~~_~~ _ ~_f-~~ ~ , _ _ ----- _ _ ~~i~ ~ , t.l.~~ ~4~~ •~~~ Dish Washers __ _~ ~}) _ ~ ~ a~~ Drinking Fountains Laundry Tub _ - _ _ Automatic Laundry Equip. ~;;-~°~~ __~___ ' -e~~~) Catch Basin Floor Drains _ _ Floor Sink Hot Water Tanks , iti:' __ `~ L%~.___ _ MISC. Misc. _ Permit Fee •~ ^ ~~ TOTAL ENCLOSED FEE f~~^~~~ I hereby make applicatlon for a Plumbing permit and certify that our firm Is registered as a contractor with the State of Washington and City of Yelm and chat work shall be performed in accordance with all Codes and Ordinances of City of Yelm. Signature l.~ ~~ ~~=~~ No work shall be performed prior to receipt of validated permit Call (360) 458-8407 for inspection. FOR CITY OF YELM USE ONLY Recd by_ - _Date_ Permit #_ CONTRACTOR'S AFFIDAVIT Uf iNf O CITY OF YELM P.O. Box 479 Yelm, Washington 98597 Telephone (360) 458-3244 I~ L ~® ~ N° 6099 Separate application for each structure Const. Address Owner ~v4~t.av~,~,J ~~ ~ ~ 't'~"i ~~~1°=n [' Contractor ~~' I~''f' i} ~~~~ G -~''~' State Contrs. No. t~/~ ~~~~{~ ~~~ ~,~~~~-~ Building Permit Number Date /' ~ .-, -~ , Occupancy _ ~ ~~~ Address '~ ~ ,~~' z' ~ ~~ ~ ~ ~~~~ Phone '-~1~'',~LG4~`/ r j ,~ Address ~%1% j~ ~~:'r,~'~'s ~lrr- ~~rJ Phone~~d_~~Y~'.~'-,.%'~'/~ 000 BTU r 100 d U Fee $ ''' , Hot Air Furnaces , e n ^ 000 BTU 100 O Fee S - - PJ Oil ^ Electric ^ Others Permit ~ Gas ver , ^ 000 r 100 d U Fee S : , e n ^ ^ 100,001 - 500,000 Fee S ^ Hot water or ^ 500,001-1,000,000 Fees CONTRACTOR'S AFFIDAVIT Steam Boiler 000 750 001 - 1 000 1 Fee S I hereby make application for a Mechanical permit and certify that State of Washington ith th ^ , , , , 000 750 ^ Over 1 Fee S e our firm is registered as a contractor w and City of Yelm and that work shall be performed in accordance , , 0 CFM Fee S with all Codes and Ordinances of City of Yelm. ^ Air Handling Units ^ Under 10,00 Firm 000 CFM ^ Over 10 Fee S , bl ) rt t Fee S ~` n ^ Evaporator Coole e a po rs (No e b th Fee S ,~ " Signature ,i'.J1JZ~ -~ ov e a ^ Repairs or alterations to any of ther ermit Fee $ d b ) $ ;) ~`- ~~' ~'~ No work shall be performed prior to receipt of validated permit. 458-8407 for inspection 360 ll C ( Vent or Vent Fan ~~ y o p not covere Fee S '~' . ) ( a C~Exhaust Hood ti Fee S FOR CITY OF YELM USE ONLY ^ Incinerators c ^ Domes l i Fee S ~ a ^ Commerc li t Fee S ~•~/~ Permit # t ,_Other Appliance ^ , f ~ i fps.-i' ~ ) ~ s ( Yiy C~,~ .~ e Recd by Da _ . ^ Other mechanical Installations (list) By Value Permit Fee . `~/'0,)~(' TOTAL ENCLOSED FEE ~ ~,I- d ~° O City of Yelm -Permit Fees Site Address:510 Van Trump St. NW, lot 16 PAID ~s~ DEC 1 g 2003 C~~eel~ ~~2~~3 Permit # Fee List Fees Due Receipt # Comment 805 Sewer Inspection Fee Sin le Famil $145.00 $145.00 805 Sewer Inspection Fee MultiFamil /Comm./Industrial $145.00/ ERU 0 Sewer Latecomers 0 802 Sewer ERU in the LID+LID Assessment 0 0 Sewer ERU lots outside the LID boundaries $5125.00 $5125.00 104 Site Plan 0 Water Latecomers 0 712 Water Meter $300.00 $300.00 Water Meter I.R.R. 0 760 Water ERU's inside cit limits $1500.00 $1500.00 760 Water ERU's outside cit limits $2000.00 0 740 wtr 742 swr Consumer Deposit $90.00 $ 90.00 100 Plan Review $ 407.91 032 Building Permit 7082 $ 965.48 160 WA Building Code Fee 6099 $ 4.50 $ 4.50 032 Mechanical Permit 5998 $ 65.25 032 Plumbing Permit $ 90.00 030 Yelm Business License# 0 Total $8693.14 420 Transportation Facility Charge $757.50 School Mitigation Fee $ 650.00 confirm 410 Open Space Fee TOTAL $9450.64 DUE AND PAYABLE AT TIME OF PERMIT ISSUANCE! A:\7082(1340)LM lot 16.doc ~cF°r rHeA'Py~ ~I~Y ®~ YELM P.O. Box 479 Yelm, WA 98597 YELM 360-458-8403 RECEIPT No. 2 8 5 9 9 RECEIVED ****NINE THOUSAND FOUR HUNDRED FIFTY DOLLARS & 64 CENTS RECEIVED FROM DATE REC. NO. AMOUNT NORTHWEST HOUSING DEVELOPMENT 12/19/03 29599 9,450.64 CHECK P.O. BOX 219 SUMNER, WA 98390 SITE 510 VAN TRUMP ST NW LOT16 PERMIT # 7082 MISCELLANEOUS RECEIPT GRETCHEN REF N 1003 SEW INS 145, SEW ERU 5125, tdAT MET 300. t^tATERU 1500, CONS DEP90,PLN REV407.91 BLD PER 965.48, W B CODE4.50, MECH PER 65.25, PLM PER 90, TRANS 757.50 - ~~v-v_. ....__ ..._- - ---'~g-~------- ------~ _ _ _._ c m YELM P.O. Box 479 Yelm, WA 98597 YELM 360-458-8403 RECF~I~F~~ N INE THOUSAND FOUR r. a•~ 0°~ RECEIVED FROM G , w ~. AMOUNT REF. N NORTHWEST HOUSING DEVELOP] 9,450.64 CHECK 1003 F.O. BOX 219 SUMNER, WA 98390 U°~ BLD PERMIT 7081 SITE 303 SOLBERG ST NW LO' 14~,~ RECEIPT ~ 5 p125•~ SEW INS 145, SEW ERU 5125 X00•+ 500, CONS DEP 90, PLN REV407.9 BLD PER 965.48, W B CODE 1x500•+ LM PER 90, TRANS 757 .50 . , - . _.._ __. _. Q~oF rHeA9'~ CITY OF G 0 7 ° 91 + ~ a m YELM 9 ~ > • ~ ~ ~~ P.O. Box 479 Yelm, WA 98597 ~ ° ~ } ~ A" ' oL ~+ RECEIPT No. 9 6 01 YELM 360-458-8403 9 0 +~ RECE**E~D 01~ NINE THOUSAND THRE >OLLARS & 19 CENTS ~5~693° 14th RECEIVED FROM ~. AMOUNT REF N NORTHWEST HOUSING DEVELOP 9,325.19 CHECK 1003 P.O. BOX 219 ~a~~°5+ SUMNER, WA 98390 011 BLD PERMIT 7080 9 9 ~-~5 0 • G 4~ SITE 301 SOLBERG ST NW LOT l:3 M'l~l:~;L1~"t1Nr,'v::a t<ECEIPT GRETCHEN SEW INS 145, SEW ERU5125, WAT MET 300, WATERU1500, CONS DEP 90. PLN REV370.65 BLD PER 877.29, W B CODE4.50, MECH PER 65.25, PLM PER 90, TRANS 757.50 _i c v a l ~~ 'r ~. i c '; ~~ N . 'I ~Z. 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JJf J[J J.r~ Z~ ZU~U I UC 1~O ~+ US ~ ~ - - 134 ,_, ~~ t~ .-( ~ ~• ~~~ ~ `' ~ C' I ~~ ;; I~ ,r r < G f C L • N Q N o • ~ J R ? `~ l P N "~ ~. N ~ ~~~J N O '~ ~ } ~ ~ r, C ~ u N ~ Z c O ~ _ _ w n ~ Y r+ o O C w ~- f- O v: ~ A 3 u ~ 1" - ~ u JE R i} > (~ C ~ ~ i ~D " R 7 1 o -~ v ~ r ~ ~'~ c ~ c r~j .ar K ' I c t%` J Li ~ ~ _o ~ 1G C r ~ O ~ ` 5 ~ U .~ J P J 4 n O G .- ~ 1 •/ O ~ U _L t 4 R ^ , J ~V S ~ r, ~ ~ L -' O ` ~ '^ Q/ J~ ~ ~ •~ ~ _ 1 ` ® i p •~ `rte J C s v `s = ~ ~ ~ ~, u v, ~,. u g ~ N C•~ N 0 ~ ~C e.: n . ~ ,v n k 6 rS £ h 1 4 -. ' :c ~. SITTS ~~ HILL ENGIt~E'ER'S;~ I'C ``' r ,~~ _ . .~ t. - - Profess~oria) Engineers ar-d :Planners d ~~ ~~, 1 ,,~ ~ J 12 ~.? 1 ~ ~ ~ ~y lJ'' {C, ~H~' y ~_ , 0.~ z _. __ , } ~ ~ ~ _ . F t i _ '~ ~ ~ '' .. ;Z r,'' $' ~, 7 "i r~ r ~r~~ ~ °~~ ~ TL a~ ~^ .~ i r ~ - ~ . . I r 1 .. F 1 .rr _ [ - ~ y ~ ^ {y }y )ppp y^ 1` e/ ~, _ ~ .~~ ~q] / ] - i,G~,i...~ ~- °J'~'-lti.+Y i/Y~9.I ~~~J~ kf. 1 S >>J f ~~ %'._ _ Y _ ~ Northwest H~,~ ~i 7g f ~evEiop,cYie~~ -L ~' ~, _~ ~. .. ~~ ~ ~:P:~ - , ~ -, _ ~ , ,. ~., ;~ j it"_I~ ~.iZ ~~ ~~~ orb s ~= ,'- . ., ~ a . x?; r k ~ ~ f ~ ~ 1 T~ ~ ~ I ~ ~~ > - ` ~~ ) ~ µr ~~ ~~ ~© ~ , ~ .Y/~ ~ f t _ ~ w F~ ~ y C '~n ~ ~ ~ ~ ~ ~ ~ . 3 i +i t ~ ~; ~ , _ , J st rr~y ~ C1 NA :~ ~ , ti ~ ~~ ,. . -~ ~' ~ _ , ,- ~ .. -- -- - s - - - s ~ t.. E t ~ - ~ ~_ ,- -~ ~~' ~ ,.. ,: k'; L j ,k ~ i 2901 South 40"' Sfreet ` Tacoma WA 98409-5692 ~ ` ~ ! . . , { { i' . Tel,(253).474-9449 Fax (253) 474,-0153,,., ~` . ~ ` :~: ~..,.~_ . ~ ~. .. y j ..~ .. . . - , ~' » , i. SITTS & HILL ENGINEERS INC. 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project :BASE PLAN 1340-2 9327.mcd 03/20/2002 by : BINH TRAN CHK. NORM NAVARRO LATERAL ANALYSIS BASED ON 1997 UNIFORM BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. SEISMIC USE SIMPLIFIED STATIC PROCEDURE PER UBC SECTION 1629.8.2 OCCUPANCY CATAGORY 4, SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT). V=3.OCaW/R (30-11) WHERE: SEISMIC ZONE : 3 Z:=.3 SEISMIC ZONE FACTOR (TABLE 16-I) I := 1.0 IMPORTANCE FACTOR (TABLE 16-K) Ca := 0.36 SOIL PROPERTIES UNKNOWN -ASSUME SD SOIL PROFILE (TABLE 16-Q) R := 5.5 LIGHT-FRAMED WOOD WALLS SHEAR PANELS (TABLE 16-N) W BUILDING/STRUCTURE WEIGHT (UNIT WT. Ib.) 3•C •W V ;= a BASE SHEAR (Ibs) R DETERMINE SEISMIC WEIGHT (W) h~ := 9 FIRST FLOOR WALLS h2 := 9 SECOND FLOOR WALLS wl :=25 AVERAGE WIDTH OF FIRST FLOOR 1~ := 52 AVERAGE LENGTH OF FIRST FLOOR wz ;= 25 AVERAGE W IDTH OF SECOND FLOOR 12 := 28 AVERAGE LENGTH OF SECOND FLOOR wr:=29 AVERAGE WIDTH OF ROOF ]r := 54 AVERAGE LENGTH OF ROOF pp := 10 FLOOR DEAD LOAD (psf) pr := 10 ROOF DEAD LOAD (psf) pW ;= 7 WALL DEAD LOAD (psf) W ~= 12'µ'2'P£ + lr'~'r'pr + (1~ + w~)•h~-.5-p~,,•2 + (12 + w2~•h2•pw 2 W = 34189 lbs. 3•Ca W V := V = 6713.48 SEISMIC BASE SHEAR (Ibs) TOTAL R Page 1 BASE PLAN 1340-2 SITTS & HILL ENGINEERS INC. 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 Project :BASE PLAN 1340-2 9327.mcd 03/20/2002 by : BINH TRAN CHK. NORM NAVARRO DETERMINE BUILDING REDUNDANCY (P ) 20 SHEAR WALLS : rmax(i) =MAX. WALL SHEAR X 10/Iw TOTAL STORY SHEAR p ~= 2 - rmax =MAX. rmax(i) OVER LOWER 2/3 BLDG. H. rmax' `~'B 1.0 < p < 1.5 Vs := V Vs = 6713.48 \ 2Sl(w°~ rmax •= Vs rmax - 0.2 AB := wl•11 AB = 1300 20 p' 2 p=-0.77 1 <p<1.5 USE p:=1.0 rmax' CALCULATE EARTHQUAKE FORCES (E) Eh := V E~ := 0.5•Ca•W VERTICAL COMPONENT OF EARTHQUAKE GROUND MOTION E E := p h + E~ 1.4 P~Et, E :_ + E~ 1.4 E~ := 0 ALLOWABLE STRESS DESIGN (EQN. 30-1 ) E = 4795.34 TOTAL SESIMIC FORCE BASE SHEAR (ibs) Page 2 BASE PLAN 1340-2 SITTS & HILL ENGINEERS INC. 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project :BASE PLAN 1340-2 9327.mcd 03/20/2002 by : BINH TRAN CHK. NORM NAVARRO WIND USE METHOD 2 -PROJECTED AREA METHOD PER UBC SECTION 1621.3 STRUCTURE LESS 200 FEET IN HEIGHT. P=CeCggslw WHERE: WIND EXPOSURE = B 80 mph WIND SPEED Ce =COMBINED HEIGHT AND GUST FACTOR COEFFICIENT (TABLE 16-G) Cq =PRESSURE COEFFICIENT (TABLE 16-H) qs =WIND STAGNATION PRESSURE BASED ON WIND SPEED (TABLE 16-F) Iw =IMPORTANCE FACTOR (TABLE 16-K) Exposure B, 80 mph WIND SPEED Heinht Above Ce Ground (ft.) - 0' to 15' Ce15 :_ .62 15' to 20' Ce20 :_ .67 ]b qs := 16.4•- Iw := 1.0 Cq := 13 ft2 Wind Pressure (psf) P1 := gs•lw•Cq•Ce15 P 1 = 13.221b ft Z P2 := gs•Iw•Cq•Ce20 PZ = 14.281b ft-2 20' to 25' Ce25 :_ .72 P3 := gs•Iw•Cq•Ce25 P3 = 15351b ft Z 25' to 30' Ce30 :_ .76 P4 := gs•Iw•Cq•Ce30 P4 = 16.21b ft z 30 to 40' Ce40 :_ .84 PS := gs•Iw•Cq•Ce40 PS = 17.911b ft 2 WIND BASE SHEAR: w := PI.9•ft + P2.1.5•ft + P3.5•ft w = 217.141b ft-~ LOAD PER LIN FT. OF BLDG. VW := w•wt•ft V~,, = 5428.61 lb WIND BASE SHEAR (Ibs) CONTROLS !! Page 3 BASE PLAN 1340-2 ~ ~, SITTS & HILL ENGINEERS INC. 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project :BASE PLAN 1340-2 9327.mcd 03/20/2002 by : BINH TRAN CHK. NORM NAVARRO. V. WIND LOADS PER FOOT LENGTH OF STRUCTURE 2nd Floor Shear Walls w1:=P1.1.5•ft+P2.3•ft w2:=P1.1.5•ft+P2.5•ft w3:=P1.9•ft wl = 62.681b ft-t w2 = 91.251b ft-t w3 = 118.971b ff ~ VI. SHEAR ON SHEAR WALLS L1 := 14.5•ft L2 := 18.5•ft L3 := 22.5•ft L4 := 10•ft LS := 22•ft Wall AA: Wall BB: Laa:= 5•ft Lbb := 7•ft wl•L2•.5 w2•L1•.5 vaa := vbb :_ Laa Lbb vaa = 115.961b ft-1 vbb = 94.51 lb ft t Length Between Shear Walls Wall A: Wall B: Wall C: Wall D: La := 16•ft Lb := 20•ft Lc := 21.5•ft Ld := 20•ft w3•L3•.5 + vaa•Laa va := La w3•L1•.5 + vbb•Lbb vb := Lb w3•(L4 + LS)•.5 vc := Lc w3•LS•.5 vd :_ Ld va = 119.891b ff ~ vb = 76.2 Ib ff ~ vc = 88.53 Ib ft ~ vd = 65.431b ff ~ Page 4 BASE PLAN 1340-2 SITTS & HILL ENGINEERS INC. 9327.mcd 2901 So. 40th St., Tacoma, WA 98409-5697 03/20/2002 Telephone (253) 474-9449 Project :BASE PLAN 1340-2 by : BINH IRAN Fax (253) 474-0153 CHK. NORM NAVARRO VII. OVERTURNING MOMENT ON WALLS HW := 9•ft 1st floor walls Shear Length Overturning Moment Wall A Lal := 4•ft OTMaI := va•Lal•HW OTMaI = 4315.861bft B Lbl := 6.67•ft OTMbI : = vb•Lbl•HW OTMbl = 45741bft C Lcl := 10.75•ft OTMcI := vc•Lcl•HW OTMcI = 8565.521bft D Ldl := 20•ft OTMdI : = vd•Ldl•HW OTMdI = 11777.591bft 2nd Floor Wails HW := 9•ft AA Laal := 2.25•ft OTMaaI := vaa•Laal •HW OTMaal = 2348.181bft BB Lbbl := 5.75•ft OTMbbl := vbb•Lbbl •HW OTMbbl = 4891 Ibft VIII. SHEAR WALL DEAD LO AD RESISTING MOMEN T 15 psf for dl used to take into account of loads from adjacent walls. Shear Dead Load on Wall Dead Load Resisting Moment Wall Roof Wall 2nd Floor Walls HW := 9•ft AA1 DLRFaaI := 3•ft• 15• Ib •Laal DLWLaaI := HW• 10• lb •Laal DLaal := DLWLaaI + DLRFaaI ft2 ft2 DLaal = 303.751b DLRFaaI = 101.251b DLWLaaI = 202.5 lb DLRMaaI := DLaal•Laai •.5 DLRMaal = 341.721bft BB1 DLRFbbI := 2•ft• 15• lb •Lbbl DLWLbbI := HW• 10• lb •Lbbl DLbbl := DLWLbbI + DLRFbbI ft2 ft2 DLbb 1 = 6901b DLRFbb 1 = 172.5 lb DLWLbb 1 = 517.5 lb DLRMbbI := DLbbl•Lbbl •.5 DLRMbbI = 1983.751bft Page 5 BASE PLAN 1340-2 SITTS & HILL ENGINEERS INC. 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project :BASE PLAN 1340-2 9327.mcd 03/20/2002 by : BINH TRAN CHK. NORM NAVARRO 1st floor shear wails HW := 9•ft Al DLRFaI :=3•ft•15• lb •Lal ftZ DLRFaI = 1801b B1 DLRFbI := 2•ft• 15• lb •Lbl ftZ DLRFbl = 200.1 lb DLWLaI := HW• 10• lb •Lal ftZ DLWLaI = 3601b DLWLbI := HW• 10• ]b •Lbl ftZ DLWLbI = 60031b DLal := DLWLaI + DLRFal DLal = 5401b DLRMaI := DLaI •Lal •.5 DLRMaI = 10801bft DLbI :=DLWLbl + DLRFbl DLbl = 800.41b DLRMb 1 := DLb 1 • Lb 1 • .5 DLRMb 1 = 2669.331b ft C1 DLRFcI :=6•ft•15• Ib •Lcl DLWLcl :=HW•10.• lb •Lcl•2 DLcl :=DLWLcl + DLRFcI ftZ ftZ DLRFcI = 967.S1b DLWLcl = 19351b DLcl = 2902.S1b DLRMc 1 := DLc 1 • Lc 1 • .5 DLRMc 1 = 15600.941b ft D1 DLRFdl :=20•ft•15• lb •Lcl DLWLdl :=HW•10• lb •Ldl•2 DLdl :=DLWLdl + DLRFdI ftZ ftZ DLdI = 68251b DLRFdI = 32251b DLWLdl = 36001b DLRMdI := DLdI •Ldl •.5 DLRMdI = 682501bft Page 6 BASE PLAN 1340-2 SITTS 8~ HILL ENGINEEIRS INC. 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 Project :BASE PLAN 1340-2 9327.mcd 03/20/2002 by : BINH TRAN CHK. NORM NAVARRO IX. HOEDOWN FORCES WALLS Second Floor OTMaal - DLRMaaI AA1 HDFaaI := HDFaaI = 891.761b Laal BB1 HDFbbI ;= OTMbbl - DLRMbbI HDFbbl = 505.581b Lbbl First Floor OTMaI - DLRMaI Al HDFaI ;= HDFaI = 808.971b La 1 OTMbI - DLRMbI B1 HDFbI ;= HDFbI = 285.631b Lbl OTMc 1 - DLRMc 1 C1 HDFc 1 ;= HDFcI = -654.461b Lcl OTMdI - DLRMdI D1 HDFdI ;= HDFdI = -2823.62 lb Ldl X. ANCHOR BOLT SPACING Table 23-III-J Strength of Anchor bolts in Concrete are equal to 1/2 the design value for a bolt in double shear using twice the plate thickness. 550•]b• 1.33 = 731.S1b Allow. Load on 1/2" Dia. Bolt in shear 1ft spacing. 732• lb = 1221bft l Allow Shear /ft for 6' max spacing per code. 6•ft 122•lb• 6 = 146.41bff1 Allow Shear/ft for 5' max spacing 5•ft 122•lb• 6 = 1831b ft 1 Allow Shear/ft for 4' max spacing 4•ft 122•lb• 6 = 2441bft ~ Allow Shear/ft for 3' max spacing 3•ft 6 t Allow Shear/ft for 2' max spacing 122•lb•- = 3661bft- 2•ft Page 7 BASE PLAN 1340-2 SITTS ~ HILL ENGINEERS INC. 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project :BASE PLAN 1340-2 9327.mcd 03/20/2002 by : BINH TRAN CHK. NORM NAVARRO SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS A.B./S.P. SPACING HORIZ. STRAP FORCE A vat := va•La vat = _~ 147.55 Ib ft 732•lb = 4.96 ft Pa :_ vat - va~•3•ft Pa = 831b La - 3•ft vat B vb~ := vb•Lb vb~ = _~ 89.651bft 732•Ib = 8.17ft Pb :_ ~vb~ - vb~•3•ft Pb = 40.341b Lb - 3•ft vbt C vct := vc•Lc vc~ = _t 111.971b ft 732•Ib = 6.54 ft Pc := wc~ - vc~•4.5•ft Pc = 105.461b Lc - 4.5•ft vct D vdi := vd•Ld vdt = _t 65.431bft 732•Ib = 11.19ft Pd :_ ~vd~ - vd~•0•ft Pd = O lb Ld - 0•ft vdt vaa•Laa _1 140•lb AA vaal := vaa~ = 115.961bft = 1.21 ft Paa :_ ~vaa~ - vaa~•0•ft Paa = O lb Laa - 0•ft vaa~ BB vbb~ .= vbb•Lbb vbbt = 94.51 Ibfft 140•lb - 1.48 ft Pbb:= wbb~ - vbb~•0•ft Pbb = Olb Lbb - 0•ft vbbl XI. SHEAR WALL SUMMARY SHEAR SHEAR HOEDOWN ZONE 1 ZONE 2 HOEDOWN MK ZONE 1 ZONE 2 FORCE NAILING NAILING TYPE/DET. Al vat = 147.SSIbff~ va = 119.891bft ~ HDFaI = 808.971b 8d @ 6" o.c. 8d @ 6" o.c. HPAHD22 OR HD2A 1 G1 OR G3, G5 B1 vb~ = 89.651bft ~ vb = 76.21bfft HDFbI = 285.631b 8d @ 6" o. c. 8d @ 6" o.c. NO HOEDOWN C1 vct = 111.971bfft vc = 88.531bfft HDFcl = -654.461b 8d @ 6" o.c. 8d @ 6" o.c. NO HOEDOWN D1 vd~ = 65.431bft ~ vd = 65.431bft-t HDFdI = -2823.621b 8d @ 6" o.c. 8d @ 6" o.c. NO HOEDOWN 2 AA1 vaa~ = 115.961bft t Paa = 115.961bft-t HDFaal = 891.761b 8d @ 6" o.c. 8d @ 6" o.c. MST37 3 C5, G5 BB1 vbbt = 94.51 lbfft vbb = 94.51 lbfft HDFbbl = 505.581b 8d @ 6" o.c. 8d @ 6" o.c. MST37 4 C5, G5 Page 8 BASE PLAN 1340-2 SETTS ~ 9.99LL ENGINEl~RS 1f19C. 9327.mcd 2801 So. 40th St., Tacoma, WA 98409-5697 06/23/1999 Telephone (253) 4749449 Project : E3ASE PLAN 1340-2 by : BINH TRAN Fax (253) 474-0153 CHK. NORM NAVARRO Xlfl. GRAVITY ANALYSIS ROOF TRUSSES ARE NOT INCLUDED !N THIS ANALYSIS AS THE TRUSS MANUFACTURER IS REQUIRED TO SUBMIT STAMPED CALCULATIONS U111TH THE TRUSSES. SEE REDUCED FRAMING PLANS FOR LOCATIONS OF NUMBERED BEAMS BELOUV R~UFFRAlV111VG 1 DOUG FIR No. 2 4X12 BEAM NDS Table 4A CD:=1.15 b:=3.50 Cr:=1.15 d:=11.25 I C f:=1 A :=b-d A = 39.37 Fb :=900-C D•C r•C f b•dz F b= 1190.25 S' 6 S= 73.83 Fv :=95•C D b•d3 Fv = 109.25 I :_- I = 41.28 12 Span :=16 Tw :=3 Uld :=40•Tw Uld = 120 Mmax ;= Uld•gpan2 Mmax = 3840 f b :_ MmaSx 12 f b = 624.15 O.K. d' ~ Span - 1.5 •Uld • l 2 12~ fV ,= fv= 32.29 O.K. A 2 DOUG FIR Na. 2 6X10 BEAM NDS Table 4D CD:=1.15 b:=5.5 Cr:=1.15 d:=9.5 C f:=1 A :=b•d A = 52.25 Fb:=875•CD•CT•Cf b d2 Fb=1157.19 _ S' 6 5=82.73 F~ :=85•C D b d3 F v = 97.75 I ' 12 I = 392.96 Span :=5 Tw :=10.5 Uld :=40•Tw+ 960 Uld = 1380 Uld•Span2 Mmax :_ 8 Mmax = 4312.5 f b :=Mmax' 12 f b = 625.54 O. K. S 1.5•Uld• Span- d 2 12~ fv:= f~=67.68 O.K. A Page 9 BASE PLAN 1340-2 r ~lTT~ ~ FIILL_ EN~~NEE~~ ENS. 2901 So. 40th St., Tacoma, WA 9£i409S6'97 Telephone (253) 4749449 Fax (253) 4740153 Project :BASE PLAN 1340-2 932.7.mcd 06/23/1999 by : BINH TRAN CHK. NORM NAVARRO 3 DOUG FIR No. 2 4X10 BEAM NDS TABLE 4A C D :=1.15 b :=3.50 d:=9.25 C f,_1 F' b:=900•C D•C f A.-b d A= 32.37 F b = 1035 b •d2 S :_- 6 S = 49.91 F ~ :=95•C D 3 I'=b2 I=230.84 F~= 109.25 Span :=8 Tw :=7 Uld :=40•Tw Uld = 280 Iviiuax :=Uld•gpan2 Mmax = 2240 fb :=~5 12 fb = 538.55 O.K. d ' Span L5 •Uld • _ f .= ' 2 12~ fv=41.89 V A O.K. 4 DOUG FIR No. 2 4X10 BEAM NDS TABLE 4A CD:=1.15 b.=3.50 d:=9.25 C f._1 A.-b d F b:=900~C D•C f A= 32.37 Fb = 1035 b•d2 S ' 6 S = 49.91 b dam F ~ = 109.25 I := - 12 I = 230.84 Span :=6 Tw :=8.5 Uld : =40•Tw Uld = 340 Uld• pan2 Inn ~ 12 g Mmax := MrnaY = 1530 f b :_ s f b = 367.85 O.K. ' Span d 1.5 •Uld • _ _~ ' 2 12! fV ._ f~ = 35.12 A O.K. Page 10 BASE PLAN 1340-2 S1TTS ~ I-ItLt,. ENG9NEERS IiLlC. 2901 So. 40th St., Tacoma, WA X409-SE~7 Telephone (253) 4749x4.9 Fax (253) 474-0153 f :=Mmax•12 b S 1.5 ~Uld •' Span _ d f := I 2 12 v A 9327. mcd 06!23/1999 by : BINH TRAM CHK. NORM NAVARRO FLOOR FRAlI~tNG 5 DOUG. FIR No. 2 4X10 FLR BEAM OR HEADER NDS Table 4A C f:=1.1 Fv:=95 ~ F b :=900•C f A :=b•d Fb=990 A=32.37 I I~ Span ;=5 Tw :_~ Uld :=50•Tw Uld = 250 Uld •Span2 Mmax := Mmax = 781.25 8 s DouG FIR No. 2 2X10 FLOOR BM NDS Table 4A Span :=10.5 Tw ;=1.3 Uld•Spanz Mmax :_ 8 Projecfi :BASE PLAN 1340-2 b:=3.~ d:=9.25 2 3 S:=b-d I;=bd 6 12 S = 49.91 I = 230.84 f b = 187.83 fv= 35.12 C f:=1.1 Fv:=95 Fb :=900•C f A:=b•d F b = 990 A = 13.88 Uld :=50~Tw Uld = 6~ Mmax=895.78 fb:=Mmax•12 S 1.5 •Uld•' Span - d fv;- I 2 12 fv= 31.48 A b :=1.5 d.=9.25 2 ~ S:=bd I,=bid 6 12 S = 21.39 I = 98.93 f b = 502.3 Page 11 BASE PLAN 1340-2 SITTS & I--CiLI_ ENGINEE~3S , If~lC. DESIGNED DATE ~__ JOB TACOMA, WASHINGTON (253) 474-9449 CHECKED DATE SHEET PROJECT OF SITTS & HILL. TACOMA, WASHINGTON PROJECT JOB SHEET OF ENGINEERS , ING (253)474-9449 DESIGNED DATE CHECKED DATE S!7'TS ~ k9lLL ENGlNEEl~S lNG. 9327.mcd 2901 So. 40th St., Tacoma, WA 98409-5697 06/23/1999 Telephone (253) 4749449 Project :BASE PLAN '! 340-2 by : BINH TRAN Fax (253) 474-0153 CHK. NORM NAVARRO 9 DOUG. FIR No. 1 C f:=1.1 Fv :=95 b :=3.5 d:=9.25 4X10 FLR BEAM OR HEADER NDS Table 4A F 1000 C -b d A b d2 b d' • • : b := f • • S ._- I •_ F6=1100 A=32.37 6 12 S = 49.91 I = 230.84 Span :=8 Tw :=7 Uld ,=50•T w Uld = 350 Uld• panz •12 Mm g Mmax ;= ~~ = 2800 s fb ;= fb = 673.19 Span d 1.5•Uld• _ ~ ~ 2 12 f :_ v f = 52.36 v A 10 HEM FIR No. 2 C f:=1.1 Fv :=75 b :=1.5 d : =9.25 2X10 FLOOR BM NDS Table 4A F 50 C -b d b d2 b d' b :=8 • f A: • • • S ._ I •_ F b = 935 A = 13.88 6 12 S = 21.39 I = 98.93 Span :=10 Tw :=1.3 Uld := 50•Tw Uld = 65 Uld- pan2 12 ~ g Mmax := Mmax = 812.5 f b : _ S f b = 455.81 1.5 ~Uld • `Span _ d 1 fV :_ ' 2 12~ f~= 29.72 A 11 DOUG. FIR No. 2 C f:=1.1 Fv;=95 b ;=3.5 d:=9.25 4X10 FLR BEAM OR HEADER NDS Table 4A Fb ;=900•C f A :=b•d b•d2 b~d3 S :_- I :_ Fb=990 A=32.37 6 12 S = 49.91 I = 230.84 Span :=7 Tw :=3 Uld :=50~Tw Uld = 150 2 Mmax :_ Uld•gpan Mmax = 918.75 fb :_ limns 12 fb = 220.89 1.5 •Uld • `!Span _ d fV.= ` 2 12 f~= 18.97 A Page 12 BASE PLAN 1340-2 ,1 ~J N 1 N~ d ~. 3 ~ a ~ °- M ~ ~ r ~~ e ~ Q i- ~ ~~ ~ r ,~ e ~ a 3 ~ ~ ~ _ ~ W ~ ~ .\ ~ W •~ r d-- , .~ Z ; a a ~~ a ~ ~D U I~~~I j i i ~ I + _ ~ i ~ I ~ I ~ ~ ; ~ ~ i i~ ~ ~~ ,I~ J .... i i ~~ ~ ~ ,I ,;~ .~ --- ;, ~ ; I' ~ r -a i ~~ ~ f ~ ~ ~ ~ ~ _ ~ J i ~ N ~~ ~ o N f J ~.1.. +o' 2 a _~ 11 W ,k Q I Z l.1J w 0 ~~ J ~D L c 0 C ~ (~ 7 ` -, ~. W J Q V .TT N~/ ~/~~/ I ' . ~ i ~ I ~i I I i I 1~~' ~~,~ ~: I~ .~ , .~ I ~ I ..i t ~ ~ t. '~ I SCALE: 3/8 "-'1 '-O" .. ~RE.F~1Cs. .- (o` - 9" SPACE•~ p2.. ,~ 2. • r -~----- - ~ uR. .BD RM #5 ~ pR d ~; ~ ~ C A R P E T (,~ { 0 - - ji: ~ ~`~ ~0 i ~ ~ A~T1L ``;ice . 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P 3[ • . ~~ ~ r - ~. ~ ~~ I •1' ~ Y p ..i ~ _ W ~ T 0 O ~ ~ ~ ~ I J/ ~ _~ u ~R _ ~ i r o = LL ~ ~ : ~ ~ .T -~ p n ~ ~ ~ o c , G ~ ~ ^ ~ ~ , o p ~ ~ /:1 ~ ~ a ~ ,, " ~ `' cn ~ w -7L, m ~ • J ~ 1 r ~ tC~~ `^ o .r J J -~ r, //~' ni ~ ro y m x ~~ P' ~ ~ . .i Z r, F' h V ~ "~ V 6!7 p ~~~ - ~ - ,:~ ~ ~ _ ~ . ~ w e m 13~ ~` ,`p ~~ CITY OF YELN1 RESIDENTIAL BUILDING PER1~11T APPLICATION FORlti1 PrOjcCtAddreSs: 5 0 Van Tram= YPIm PaiCel u:~~71 q~'~1 F,nn ~ ?_2719230900 SUbdivlsion: Longmire Meadows Lot r: _ 1 h Zoning; Residential Xg New Construction ^ Re-Ivlodel / Re-Roof /Addition ^ Home Occupation Sign ^ Flumoing ^ Mechanical ^ Mobile /Manufactured Home Placer rent ^ Other Project Description/Scope of Work: ~; n.gl P fami 13z_dwelli --- Project Value: Building Area (sq. r) 1~` Floor 852 2~d Floor 488 Garage 360 Deck Basement N/A Carpor< N/A Patio~,~ r Bedrooms_,~ r Ba~nrooms? Heatin„ GAS/ T HER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? IT yes, a completed environmental checklist must accompany permit application. BUILDING QWNER;NA(v1E: ADDRESS 8537 Thu'a CITY Yelm STATE WA Z1P ~Sg.7 TELEPHONE _ _ ArRCHITECT_/ENGINEER HNP/Si rrc ~ trill LICENSE T >\1nuTUUnn~~;.(Ll ADDRESS CITY SLtmnPY STA-fEr~e ZIPAR~gn TELEPHONE~c~_Q~~ o~oa - TELEPHONE :GENERAL CONTRACTOR owner-/builder ADDRESS same CITY STATE .ZIP FAX CON T R,ACTOR'S LICENSE ~ EXP DATE CI TY LICENSE PLUNIBING~COf~_IR.~CTOR Sunset Plumbing TELEPHONE~60-/'~R-~QQt P,DDR-SS P.O. Eo_c 2008 ~ ; ^-~ rT ` ZIP' 98597 c ~~ ~ -, ^- I ~ ~=SLNSEC*0 40P - COI ~Tc,.-,~ ! OR's IC_NSE , T 4 EXP DP,TE~c. `r'iT`r' L IC=ASE :- !~r"=CHANICALCONTRF.CLO!~ Heritage Heating TcLEr'HOtiE X53-9~2-~~11 ADDP,ESS ' CI I Y Tacoma S`I A I E i,TA ZIP 4~1/}/~ P% CON I RAC I OR'S LICENSE ~ uFRTTFT-1 ~~,n/ EXP DA i E'0 I T 1' LI'~Ei•1SL D~f COGy Ci rl!tiy2ilOn 8~r20rnCnt Wltrl YElrn COmfiiUnliy SCfi001S, r =~;-~lCcDlc. I hCr?'p ~' Gelii i`~ tn2i i^? 2GGV0 Ii ~iCiii 2tiGn IS CO. i2Ci 2"10 i;'12t file CGfIStfUC'i0^ Gil. 2n i t=:°_ GCCI!D2nC j/ 2i.C in9 LSE o ~ S Ci iii°- ~~~~= O~ C` th°_ 2^G`/? CeSG'IC?~ .'O?°_i`i~f VJiII b'_ In cCCGtd2i1C°_ `.Yli:l ti10 12':JS, ~L'I-5 2't .. (c C~1J,_ .., . 'dlzshing?on 2nd the Ci; J G. Yelm. Applicant's Signature Date Ovmer / Contractor r O`wner's Agent !Contractor's Anent (Please circl=One.) Ali permits are non-transferable and will expire if work authorized by such permit is not begur+ r~ithin 180 says of issuance, cr if work is suspended or abandoned far a period o~ 180 days ( .('nnrr.r:n+i;:9i~,_ci;~ ic::: t>>rr•:~: i'ruccdurc::l;uilcliru::1'c;nti:~:lic•.I:ii;r.l':.,~~:it~. 1:;: - -