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20040126
rIgD~[~JJT~Ut~Jt~f@lli@lJ@1[~I~1f~ft~lr~JwJ[&l f@Uf[[ill r~ [fJ.}Jj ~i@li @ CITY OF YELM - BUILDING DEPARTMENT RESIDENTIAL CERTIFICATE OF OCCUPANCY Building Address 507 Coats St. SE Maria S Banister 507 Coats St. SE Yelm, WA 98597 Owner Name Owner Address Building Permit Number BLD-04-0126- YL Plan Number Plan 1147 Remarks. Areas Inspected All Code required Special Conditions Building Official G. Carlson Date November 15, 2005 This structure is in compliance with the International Residential Code (Chapter 51-51 WAC) as adopted by the Washington State Building Code Council pursuant to Chapters 19.27 and 70 92 RCW, effective July 1, 2004 I mID1Lffilltrg]f@I l~J wmt~JJ@jJ.j rrillr~n~ r@f[~i r~ ffil?lrWlf@1f~ I ~ Il~] ([@ @!ljygm@l ,,--, I YcLM SeWER DEPT FAX NO 350-45B-El155 Nov 14 2005 05 45PM P1 I FAX#: PAGES: I , mcluding thIS Cover sheet FAX TRANS~IIISSION I,."' n.~",.ij r~~~>i~~~~gl;i ~ - CJ ,r,...1'<rI ! r fer" ~'F" 1:" " r ""-_ 1 r U r' L ~\ ' "-----"Ii 1'.U BOX 47Y - Y31 '-lP ROAD Nc. ~ YELM, W A 98597 \\-J ~'\ ,360-458-8411 '2J~. FAX 360-458-8166 TO: ii-ltAJ DATE: /!-/1.),0-) From. ki' }/\J D Y Subject )-1 ~ u. c) L: 1 Cl^/I-'Ir /" " .' - " ' :> ,I ) ,-) I,U \:-' () 1)/5 I ;'~; C,: COMMENTS. L6T I) 5-{); LO'\ ~/ 1)0') " 1, C ! LI L!i I .J I } -- '7- S 1\ _ L I 0) C.OATE~ 6<D. ~_. Cll-IC(OS 00 c: (V:1 rES \2 \) ~ () I -- (C1 oD 0 0 /'/ COr, ~:; Cl L 1:: t -:I~ C ~ D I ~ I '-6 '-l) , v C . L .., J,- ~- ( ._ Ie; I ..- I '6 70 . 00 ) C I.) c=:- vc. ~"T' L., \ . . 1 " ll( ") ( , \ -- .., ",. ,) V ,11 1 '-i ", I - \ . ).."" ".r:" L')''-\''^ n,' 1"" ,~ Ill' 'i"c Jill '\!") "t."^'F" . t! \1 i.\ t ,_ _\}. , \. L ' ( \r L l j 1\.....) \..J I td I \ t~.. ..) I H l ......::-'. L ....... r- \." o r'\ "'--./ City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Permit No BLD-04-0126-YL Issue Date. 09/01/2004 (Work must be started within 180 days) Receipt No 33075 Applicant: Name Maria S Banister Phone 253-678-4340 Address 1343 Norpoint Way NE City' Tacoma State WA Zip Property InformaJioq' Site Address 507 Coats St. Assessor Parcel No 59710000100 Subdivision. Longmire Estates Lot: 1 Contractor ,Information. Name Owner Contact: Phone Address City' State' Zip Contractor License No' Expires Business License eI2j~cIIriformat:ion : Project: Longmire Estates, Lot 1 Description of Work: 1147 SFR Sq. Ft. per floor' (1 st) 820 (2nd) 327 (3rd) 0 Garage 0 Basement 0 Heat Type (Electric, Gas, Other) GAS Fees. Item Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc --------------------------- ------------- Building Permit 50-100k 87475 643 75 231 00 7 0000 33 0000 $1,000 Building Plan Review 370 65 000 000 o 0000 o 0000 Mechanical Permit 3875 0.00 0.00 o 0000 o 0000 Plumbing Permit 9000 20.00 7000 7 0000 10 0000 Fixture Sewer ERU 5,269 00 0.00 5,269 00 5,269 0000 1 0000 ERU Sewer Inspection 145 00 000 145 00 145 0000 1 0000 ERU Water ERU 1,500 00 000 1 500 00 1,500 0000 1 0000 ERU Water Meter (SFD) 300 00 300 00 000 o 0000 o 0000 Water Deposit 4000 4000 000 o 0000 o 0000 Traffic Facilities Charge 757 50 000 757 50 750.0000 1 0100 Peak PM Trip Sewer Deposit 5000 5000 000 0.0000 o 0000 State Building Fee 450 4.50 000 o 0000 o 0000 TOTAL FEES $9,440 15 Applicant'!; Affadavif: 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 the State of Washington, Signature PIE.....:. ~ , OFFICIAL USE ONLY # Sets of Prints Date f- 2 - 04 Firm Yelm Community Schools PO Box 476 Yelm, WA 98597 Clerk' Terminal' Receir;Jt' Manual Receipt Cray 1 3736 N253863811 NMITIGATIONS NORTHWEST, HOUSING DEVELOPMENT 9/19/2005 10'53 AM Qty Item Price 1 CPF2900 5200 00 MITIGA TION FOR LONGMIRE MEADOWS LOTS 1,2,3,4,5,6,7 & 8 Subtota 1 . Tax Tota 1, Check 6724 Amount Due 5200,00 0.00 5200.00 5200 00 0.00 .. G I ,~~.""~ RECEIPT No 3 30 7 5 RECEIVED ****ONE HUNDRED TEN DOLLARS & 72 CENTS RECEiVED FROM NW HOUSING/MAR~ BANISTER 507 COATS ST YELM WA 98597 DATE REC NO }~.MOUNT 110.72 CHECK REF NO 09/01/04 33075 3133 MISCELLANEOUS RECEIPT DIANA BLD-04-0126-YL SUPPLEMENTAL RECEIPT 32895 08-12-04 CHANGE ORDER . ... , b" EA56Ml~ , I I I I i <'( <..uVr:-XE-V poR,<<:-H ::z.5' , BE;O RM , / ~' / I I /.-VN<" O. 'tAl _5 H''':,' SIDEWA~ / c:.~I~ r /~J"PA(,~~'J r -- \ -\"- \ ) /" 5' ..., o \ 7H-J:...' "\ RAMP \ \ MAH\I"\ 8hN~rr:F pi.AN Ul/7-;l. 5<:> / CGPtT/!ZS RJ..J L 0' # i I $<:..A(..€ 1I'::tJU -, o o POBox 479 Yelm, WA 98597 Phone: (360) 458-8407 Fax: (360) 458-3144 Fax To: Dave Dixon From: Gary Carlson Fax: (253) 863-6052 Date: August 23, 2004 Phone: Pages: Re: CC: o Urgent X For Review o Please Comment o Please Reply o Please Recycle -Comments: The upgrade to an 1147 increases the permit cost to $9940.15. an additional $110.72 from the original payment on receipt 32894 :,' \,-- i? ~~J~' ,B-03-2C)3 '" 'tl ~ '05 56 ~15'pfleiit~1 4'~' 'n;~~ \. (.: Name: Marla S Banister Y81m eDIt o City of Yelm Community Development Department Building Division Phone; (3tiO) 458-8407 Fu: (360) 458..3144 Address' 1343 HorpointWay HE prol&~ lmcrn:uitlOfl: o :%3 tJ75 PAID SEP 0 1 2004 P.OJ CITY OF YELM " City' :',: Project; LongmIre Estates. Lot 1 Description of Work: 1147 SFR V.~~1~ ~ / &0 :..( Site Address: 507 Coats St. Fe8St;,;' "" Item : i . ~"! (/).. I 1; /.- Building Permit 50-1ook d-7 ~ 0 BuIlding Plen Review 0 Mecha."1ical Permit ~tOO Plumbing Permit 0 Sev..er ERU D Stlwer Inspection D Weter ERU 0 Water Mew (SFDl D WeIer Deposit V Traffic Faclltt!es Charge 0 Sewer Deposit 0 Slate Building Fee 3111, CAv~'? ) NW ~tJ , .' Acct Code I;." Item Fee Permit N : BLD-04-0126- YL l.r ./ .,. . ~ , State WA Zip 98422 253-618-4340 7.0000 0,0000 0,0000 7,0000 5,269,00 5,269.0000 145.00 145.??oo 1,500.00 1,500.??oo 0,00 0.0000 0.00 o 0000 757,50 750.0000 0.00 o 0000 0.00 o 0000 '" ,~. ;t ~.~ ~ :__ Assessor PSl1:Et1 No. S9710000100 i ,!" ,~ Sase Am! 643.75 0.00 0.00 20.00 0.00 0.00 0.00 300.00 40,00 bD 1) 0 50.00 50.00 000 712 401~3-80-01 450 4,50 4.50 740 402-3Bs-oo-DO ~ 3.2 q t-/- 3 420 120-S44-85-00 142 402-389-01-00 160 001-386.00-00 TOTAL FEES: $9,440.15 ~; ~l t t~ Unit Fee Unit Rate No, Units Unit Desc: 33.0000 $1,000 00000 0.0000 10.0000 FIxture 1 0000 EFl.U 1,0000 ERU 10000 ERU 0.??oo 0,0000 1 0100 Peak PM Trip 0.0000 o 0000 1L{VC) IS -- ..., , ,( 7 /1 ;/ c.{.? ":' - .v ,-.".'1"" --:( - ') 7 jl I (VL<-'7;W ~ fIe//f~'US __--- -I z/ / I () '~ ~' r .,r ~ -L gO[ y ~70 A~4f f<' " ~~ fJjfWr ?J3~7) 032 <g /2.-43 874.75 001-322-10-00 343.2S" 370 65 100 001-34s.e3..QO:7>K 1'5' 36.75 032 (,4 DD 90,00 001-322-10-00 . $l,oD 5,269.00 0:32 001-322-10-00 149" 145.00 802 19X) 1.500.00 412-343-50-01 . '"3 D 0 300 00 805 . 412-343-80-00 L/OOO 40.00 760 15157757.50 404-343-80-34 fa 231.00 000 0.00 70.00 2- I TClTAL F 02 c City of Yelm / Community Development Department \ \, \0 ~ ') Building Division f'. \t r Phone: (360) 458-8407 lJ" Fax: (360) 458-3144 o Name: Maria S Banister Address: 1343 Norpoint Way NE Pr2je'~IinfprrhatiOn Project: Longmire Estates, Lot 1 Site Address, 507 Coats St. Description of Work: 1004 SFR fees:,.;';,; Item Acct Code c tJ g 2. Building Permit - Other / 0 tl Building Plan Review tJ 32-- Mechanical Permit J '3 ~Plumbing Permit f02- Sewer ERU "'0'(" Sit' o I oJ ewer nspec Ion " 0 Water ERU 7 I J-- Water Meter (SFD) 1'ftJ Water Deposit ~ V Traffic Facilities Charge 71 )-Sewer Deposit /(p6 State Building Fee c 032 001-322-10-00 100 001-345-83-00 032 001-322-10-00 032 001-322-10-00 802 412 -343-50-01 805 412-343-80-00 760 404-343-80-34 712 401-343-80-01 740 402-389-00-00 420 120-344-85-00 742 402-389-01-00 160 001-386-00,00 TOTAL FEES ~J I of/) ~EJ?J~} I ~1D' o permrr t~f3:du'e Permit NPA1D0103-YL AUG 1 2 2004 Phone. 253678-4340 City. Tacoma State. WA Zip 98422 Assessor Parcel No 59710000100 Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc ------------- 812.43 000 0.00 o 0000 0.0000 $1,000 343.25 000 000 o 0000 0.0000 3875 000 000 o 0000 o 0000 6900 20.00 4900 7 0000 7 0000 Fixture 5,269 00 0.00 5,269 00 5,269 0000 1 0000 ERU 14500 000 14500 145 0000 1 0000 ERU 1,50000 000 1,500.00 1,500 0000 1 0000 ERU 300 00 300 00 000 o 0000 o 0000 4000 4000 000 o 0000 o 0000 757 50 000 757.50 750 0000 1 0100 Peak PM Trip 5000 5000 000 o 0000 o 0000 450 450 000 o 0000 o 0000 ('.329 43 RECE\PT No. 32895 THREE HUNDRED TWENTY NINE DOLLARS & 43 CENTS REf NO 1005 RECEIVED FROM MARIA BANISTER/NW HOUSING 507 COATES ST PO BOX. 219 SUMMER WA 98390 LOT 1 LONGMIRE ESTATES DATE REC NO 08/12/04 32895 AMOUNT 9.329.43 CHECK MISCELLANEOUS RECEIPT DIANA _ _---------c-: ----------------~~-------~ --------------------------------------- iBLD-04-0103-YL LOT 1 812.43. REVIEW 343.25. MECH 38.15. PLUMB 69.00 DEP90 SWR ERU 5269.00. INSP 145. WTR ERU 1500. WTR MTR 300. TRAF151.50. BC 4.50 o o ,---- o o Permit Fees Schedule City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant:" Name. Maria S Banister Address 1343 Norpoint Way NE Project Information Project: Longmire Estates, Lot 1 Description of Work: 1004 SFR Site Address 507 Coats St. Fees~ Item Acct Code Building Permit - Other 032 001-322-10-00 Building Plan Review Mechanical Permit 100 001-345-83-00 Plumbing Permit 032 001-322-10-00 Sewer ERU Sewer Inspection 032 001-322-10-00 Water ERU 802 412-343-50-01 Water Meter (SFD) Water Deposit 805 412-343-80-00 Traffic Facilities Charge 760 404-343-80-34 Sewer Deposit State Building Fee 712 401-343-80-01 740 402-389-00-00 420 120-344-85-00 742 402-389-01-00 160 001-386-00-00 TOTAL FEES Permit No BLD-04-0103-YL Phone. 253678-4340 City. Tacoma State. WA Zip 98422 Assessor Parcel No, 59710000100 Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc ------------- 812.43 000 000 o 0000 o 0000 $1,000 343,25 000 000 o 0000 o 0000 38.75 000 000 o 0000 o 0000 6900 2000 4900 7 0000 7 0000 Fixture 5,26900 000 5,269 00 5,2690000 1 0000 ERU 145 00 000 145 00 145 0000 1 0000 ERU 1,50000 000 1,50000 1 500 0000 1 0000 ERU 300 00 300 00 000 o 0000 o 0000 4000 4000 000 o 0000 o 0000 757.50 000 757 50 7500000 1 0100 Peak PM Trip 5000 5000 000 o 0000 o 0000 450 450 000 o 0000 o 0000 $9,329.43 " \. ..,~ ~..,,~ 1"; J' '>, n, P -,.; '.. ,..~; ;K' <:~' :.')f~~ .;. ..:~.L""~,;'~:'.J',,,~.,~',:, _:".?'~~, ,';' ,'"~'~' ~,Y ;.." "' '" ' .. _ ~ . .,- .,.' , ."', ",'?- ,'t ,1'" ".1l. :J;;"'s ,.\\~. . ''1;,..'" $: 'q' " -V1.('~' '" .\, ~I< ;, "to' ~ <r'ir_~~ "~~!/'t:\ '/(,:1:-, " , _'O;,c ." }:-:~' ,l' T"-i ;";'< . " ' , ,," ,. >. V'< . 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':ii', '" 'T .~> ~ ~\ i'L'" '''j,.{\ ':f '<; \, "/r \'<L~l,j ;;' '"f;,! " ~, J.... J.>~'l.' :;<~1'4 ~i < I ~~ ../ ';\~" ""~\;";~ ;.;;~';:) .l-" .\.....' ",'" 'l-. ^;t !:~T -' -.........-.. ,,.1:,...: >'1 i~:: ~' 1? .j ,; Q .f"'f .1 ":';''c' .7....... ~,! v- -i' . . > ~~ '~;.(; <~ '" ,r '1 ~ ^ ,,\, .':;, ~ :..." j~'-' .l~ ;.~~. '...~, "~',if , 1;"~ "",t, .''- 1. .;;~r~t{~~~,,~,,';2,\..t')r "".J <., 'f ,.> '~f~ Irt" ~'~, \ . .. ,...' . R J' ," '> ''..,:If ,v i, ,}',..!~l, \ ;:,-,' .',' .. ' ^ ,,. ..' ,~, ~, ir l' ." \t,~::<. ;, .I \, " "":1' .~~.j' a~ ,'[\,-" ~'" -f. ....:~,...~ . '",. t't c-'(-' .' ,,~ ,;' f{~:; A~ .~;:~ ,h'" " ,/ - . 'f ," 'I ~.,.:r. ;- I"~ 1:"- }~.(' t..t, <"4'-,1 I.; .t! 1/1" ~..~- 'f-d- ~'~'". "s'~: ~.\.,' "'i. " '" .-1 ~ ' ~/'i . (>{ '~ ~,.,; ~; 'r~ ; '" :;.~~~<-;\~ f"'>:;'!''' 'if< ..l -I, ~ ' J. '~~, ....', 'C >~< ,-,J' 't"l'" :.'v .;~ ;~ :~.~~\~;;:::.:' , ^ " ", " ..' .,;", .:r'" . .,. ,;,.,.' ,..' , ,. ....:e::.i ' . . 2901Siitiih,40m'$ir.~f, .~tdro~i:YVil.9B409,?697 " , . . ".c/' . ,. "". . ,..... ,.~. ,;.,iT eJ,(253).'4! 4_~f~!l.,"lj.x.:(?53):P4,0!~3 .; '., , ~:;f' j >.,'~, '~',~. ;,," <:>:;' < i'" l , .>.' ;';'.t~ ~h ,,"';"~.' " f.:' ~ "J' v... ). ~t "i;:;.. 'J " -,';'i:' >~;1: ~\i >~ !'" '{: -'0,;-:" c' ,.1.. -~, . <~-- G~ N ~.~ ;., '1'1. .;,. ~' ,'". ~-... ~ .'{,,?~ I...J ,....J 1 .""'\ . .. , ...- SITTS & HILL ENGINEERS INC 2901 So. 40th S1., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 Project BASE PLAN 1147-2 9321.mcd 03/20/2002 by SINH TRAN CHK. NORM NAVARRO LA TERAL ANAL YSIS . BASED ON 1997 UNIFORM BUILDING CODE AS AMENDED BY LOCAL JURISDICTION SEISMIC USE SIMPLIFIED STATIC PROCEDURE PER UBC SECTION 162982 OCCUPANCY CATAGORY 4, SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT) V = 3 0 Ca W / R WHERE SEISMIC ZONE 3 Z'= ,3 I = 1 0 Ca '= 0,36 R '= 5.5 W 3 Ca W Y'= R (30-11 ) SEISMIC ZONE FACTOR (TABLE 16-1) IMPORTANCE FACTOR (TABLE 16-K) SOIL PROPERTIES UNKNOWN - ASSUME SD SOIL PROFILE (TABLE 16-Q) LIGHT-FRAMED WOOD WALLS SHEAR PANELS (TABLE 16-N) BUILDING/STRUCTURE WEIGHT (UNIT WT Ib) BASE SHEAR (Ibs) DETERMINE SEISMIC WEIGHT (W) h] = 8 FIRST FLOOR WALLS h2'= 8 WI = 25 I] =32 W2 = 25 12 '= 12 wf '= 29 If = 36 Pr '= 10 Pr '= 10 Pw = 7 SECOND FLOOR WALLS AVERAGE WIDTH OF FIRST FLOOR AVERAGE LENGTH OF FIRST FLOOR AVERAGE WIDTH OF SECOND FLOOR AVERAGE LENGTH OF SECOND FLOOR AVERAGE WIDTH OF ROOF AVERAGE LENGTH OF ROOF FLOOR DEAD LOAD (pst) ROOF DEAD LOAD (pst) WALL DEAD LOAD (pst) W'= 12 w2 Pr + lr wr Pr + (I] + WI) h] .5 Pw 2 + (12 + W2) h2 Pw 2 3 Ca W Y'= R W = 20776 Ibs Y = 4079 7 SEISMIC BASE SHEAR (Ibs) TOTAL Page 1 BASE PLAN 1147-2 1 '" () SITTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147-2 9321.mcd 03/20/2002 by BINH TRAN CHK. NORM NAVARRO DETERMINE BUILDING REDUNDANCY ( P ) 20 P = 2- rmax .JA;, SHEAR WALLS rmax(i) = MAX. WALL SHEAR X 10/lw TOTAL STORY SHEAR rrnax = MAX. rmax(i) OVER LOWER 2/3 BLDG H 10<p<15 Vs'=v v s = 4079 7 (~)(~) rmax = Vs rmax = 0.2 AB '=Wjll AB = 800 20 P '=2- rmax .JA;, p = -1.5 1 < P < 1.5 USE P'= 1 0 CALCULATE EARTHQUAKE FORCES (E). Eh =V Ey '= OSCa W VERTICAL COMPONENT OF EARTHQUAKE GROUND MOTION P Eh E =-+E 14 y Ey.=O ALLOWABLE STRESS DESIGN (EQN 30-1) P Eh E .= - + E 1 4 y E = 2914 TOTAL SESIMIC FORCE BASE SHEAR (Ibs) Page 2 BASE PLAN 1147-2 ~r SITTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147-2 9321.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 = Ce Cq qs Iw WHERE WIND EXPOSURE = B 80 mph WIND SPEED Ce = COMBINED HEIGHT AND GUST FACTOR COEFFICIENT (TABLE 16-G) Cq = PRESSURE COEFFICIENT (TABLE 16-H) I qs = WIND STAGNATION PRESSURE BASED ON WIND SPEED (TABLE 16-F) Iw = IMPORTANCE FACTOR (TABLE 16-K) Exposure B, 80 mph WIND SPEED Heiqht Above Ground (ft.) Ce 0' to 15' Ce15 '= 62 15' to 20' Ce20 '=.67 20' to 25' Ce25 '= 72 25' to 30' Ce30'= 76 30 to 40' Ce40'= 84 WIND BASE SHEAR. W'= PI 1O.ft + P2 5 ft + P3 5 ft Vw'= w,wl ft v w = 7008.91b Ib qs = 164 - Iw'= 1 0 Cq'= 1.3 ft2 Wind Pressure (pst) PI = qs Iw Cq Cel5 PI = 13.2 Ibff2 P2 = qs Iw Cq Ce20 P2 = 14.3 Ibff2 P3 '= qs Iw Cq Ce25 P3 = 1541bff2 P4 '= qs Iw Cq.Ce30 P4 = 16.2 Ib ft-2 P5 '= qs Iw Cq.Ce40 P5 = 17.91bff2 w = 280 4lbft-1 LOAD PER UN FT OF BLDG WIND BASE SHEAR (Ibs) CONTROLS!! Page 3 BASE PLAN 1147-2 b SITTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147-2 9321 mcd 03/20/2002 by BINH TRAN CHK. NORM NAVARRO V WIND LOADS PER FOOT LENGTH OF STRUCTURE 2nd Floor Shear Walls wI .= PI 10.ft wI = 132.2Ibft-1 w2 .= P I II ft + P2 5 ft w2 = 216.81bffl VI. SHEAR ON SHEAR WALLS LI = 10.5 ft L2.= 15 ft U'= 22 ft L4'= 10.ft L5 = 20.ft Length Between Shear Walls Wall AA. Wall BB Laa '= 7 ft Lbb = 12 ft w2 Ll .5 Laa vbb.= w2 LI .5 Lbb vbb = 94.91b ft-1 vaa = vaa = 162 61bff1 Wall A. La Wall B Lb = 22 ft vb = w2 Ll .5 + vbb Lbb Lb vb = 103.51bff1 Wall C Lc.=19ft wI L4..5 La.= 19.ft w2 L2 .5 + vaa Laa va.= vc = Lc va = 145.51bff1 vc = 34.81b ft-1 Wall D Ld = 12.5 ft vd = wI U..5 Ld vd= 116.31bft-1 Wall E. Le '= 20.ft wI L5..5 ve'= Le ve = 66 I1bff1 Page 4 BASE PLAN 1147-2 SIlTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 Project BASE PLAN 1147-2 9321.mcd 03/20/2002 by BINH TRAN CHK. NORM NAVARRO VII OVERTURNING MOMENT ON WALLS HW '= 8 ft 1 st floor walls Shear Length Wall Overturning Moment A Lal '= 6.3 ft OTMal '= va.Lal HW B Lbl'=22ft OTMbl '= vb.Lbl HW C LeI = 6.3.ft OTMeI = vc LeI HW D Ldl '= 3 125.ft OTMdl '= vd Ldl HW E LeI '= 20.ft OTMe I '= ve. LeI HW OTMal = 7333.2Ibft OTMbl = 182131bft OTMcl = 1753.21b ft OTMd I = 29081b ft OTMel = 1057471bft 2nd Floor Walls HW '= 8 ft AA Laal '= 3.5.ft OTMaal = vaa Laal HW OTMaal = 4553.31bft BB Lbbl '= 12 ft OTMbbl '= vbb Lbbl HW OTMbbl = 9107 Ib ft VIII. SHEAR WALL DEAD LOAD RESISTING MOMENT 15 psf for dl used to take into account of loads from adjacent walls Shear Dead Load on Wall Wall Roof Wall 2nd Floor Walls Dead Load Resisting Moment HW = 8 ft Ib Ib AA1 DLRFaal = 2 ft 15 - Laal DLWLaal'= HW 10.- Laal ft2 ft2 DLaal = DL WLaal + DLRFaal DLRFaal = 105 Ib DLWLaal = 280lb DLaal = 385 Ib DLRMaal = DLaal Laal .5 DLRMaal = 673 81bft BB1 Ib Ib DLRFbbl '= 2 ft 15.- Lbbl DLWLbbl = HW 10.- Lbbl DLbbl = DLWLbbl + DLRFbbl ft2 ft2 DLRFbbl = 360 Ib DLWLbbl = 960lb DLbbl = 1320lb DLRMbbl '= DLbbl Lbbl .5 DLRMbb I = 7920 Ib ft Page 5 BASE PLAN 1147-2 SITTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474,0153 Project BASE PLAN 1147-2 9321.mcd 03/20/2002 by SINH TRAN CHK. NORM NAVARRO 1st floor shear walls HW == S ft A1 Ib Ib DLal '== DLWLal + DLRFal DLRFal == 2 ft lS.- Lal DLWLal '= HW 10.- Lal ft2 ft2 DLal = 693 Ib DLRFal == lS91b DLWLal = S04 Ib DLRMal '= DLal Lal .S DLRMal = 21S2.91bft 81 Ib Ib DLbl .== DLWLbl + DLRFbl DLRFbl '== 2 ft IS.- Lbl DLWLbl '== HW 10.- Lbl ft2 ft2 DLbl = 2420lb DLRFbl = 660 Ib DLWLbl = 1760lb DLRMbl '= DLbl Lbl .S DLRMb I = 26620 Ib ft C1 lb Ib DLRFcl '== 6 ft 15.- Lei DL WLeI .== HW 10.- Lei 2 DLeI '= DLWLeI + DLRFcl ft2 ft2 DLcl = lS751b DLRFeI = 5671b DLWLcl == 100Slb DLRMcl '== DLcl Lcl .5 DLRMc I = 4961.3 Ib ft 01 Ib Ib DLRFdl == 6 ft IS.- Lc1 DLWLdl '== HW 10.- Ldl 2 DLdl == DLWLdl + DLRFdl ft2 ft2 DLdl == 10671b DLRFdl = S671b DLWLdl = 500lb DLRMdl .== DLdl Ldl .5 DLRMdl = 1667.21bft E1 Ib Ib DLRFel '= 20.ft 15 - Lcl DLWLel '= HW 10.- LeI 2 DLel .= DLWLel + DLRFel ft2 ft2 DLel = 5090lb DLRFel = lS90lb DL WLe I = 3200 Ib DLRMel '= DLel LeI .5 DLRMel = 50900lbft Page 6 BASE PLAN 1147-2 SITTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147-2 9321.mcd 03/20/2002 by SINH TRAN CHK. NORM NAVARRO IX. HOLOOWN FORCES WALLS Second Floor AA1 OTMaal - DLRMaal HDFaal '= HDFaal = 1108 4lb Laal BB1 OTMbbl - DLRMbbl HDFbb I '= Lbbl HDFbbl = 98.91b First Floor A1 OTMal - DLRMal HDFal '= Lal HDFal = 817.51b B1 OTMb] - DLRMbl HDFbl '= Lbl HDFbl = -382.llb C1 OTMc I - DLRMc I HDFc1 '= HDFc] = -509.2Ib Lcl 01 OTMdl - DLRMdI HDFdl '= Ldl HDFdl = 397 lIb E1 OTMel - DLRMel HDFeI '= HDFel = -2016.3 Ib LeI 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 Ib.I.33 = 731.51b Allow Load on 1/2" Dia. Bolt in shear 1ft spacing Ib 732 - = 1221bft-1 6ft Allow Shear 1ft for 6' max spacing per code. 122 ]b.~ = ]46 41bff1 5ft 122 Ib.~ = ]831bff1 4ft Allow Shearlft for 5' max spacing Allow Shear/ft for 4' max spacing 122 Ib.~ = 2441bft-1 3ft Allow Shear/ft for 3' max spacing 122 Ib.~ = 3661bft-1 2ft Allow Shear/ft for 2' max spacing Page 7 BASE PLAN 1147-2 SITTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147~2 9321.mcd 03/20/2002 by BINH TRAN CHK. NORM NAVARRO SHEAR STRESS AROUND OPENINGS WALL SHEAR STRESS A.B./S,P. HORIZ, SPACING STRAP FORCE A va La val = 172.81bffl 732 Ib = 4.2 ft Pa.= (val - va) 3 ft Pa = 81.81b val = La - 3 ft val B vb.= vb. Lb vbl = 1 03.S1b ft-l 7321b Pb = (vbl - vb) 0 f1 -=71ft Pb = 0 Ib I Lb _ 0 ft vbl C vc Lc b -I 7321b fi Pc = (vcl -vc) 0 ft vCl.= vCl = 34.81 ft -=211 Pc = 0 ]b Lc - 0 ft vCl D vd.= vd Ld vdl = 1 ]6.3 ]bffl 732 ]b Pd.= (vdl - vd) 0 ft - = 6.3ft Pd = 0 ]b I Ld _ 0 ft vdl E ve Le vel = 66 1 ]b ft-l 732 ]b Pe.= (vel - ve) 0 ft vel = -=lllf1 Pe = 01b Le - 0 ft vel AA vaa Laa vaal = 162.6]b ft-l ]40 ]b Paa.= (vaal - vaa) 0 ft vaal.= -=0.9ft Paa = 0 ]b Laa - 0.f1 vaal BB vbbl.= vbb Lbb vbbl = 126.S1bffl ]40 ]b Pbb'= (vbbl - vbb) 3 f1 - = 11ft. Pbb = 94.9 ]b Lbb - 3 ft vbb I XI SHEAR WALL SUMMARY MK SHEAR SHEAR HOLDOWN ZONE 1 ZONE 2 HOLDOWN ZONE 1 ZONE 2 FORCE NAILING NAILING TYPE/DET. A1 val = ] 72.8]b ft-l va = 14S.S]bft-1 HDFal = 817.S]b 8d @ 6" 0 c. 8d @ 6" 0 c. HPAHD22 OR HD2A 1 G1 OR G3, G5 B1 vbl = 103.51bft-1 vb = 103.S1bft-1 HDFbl = -382 1 ]b 8d @ 6" 0 c. 8d @ 6" 0 c. NO HOLDOWN C1 VCl = 34 8 ]bffl VC = 34.8 ]b ft-I HDFcl = -S09.2]b 8d @ 6" 0 c. 8d @ 6" 0 c. NO HOLDOWN D1 vdl = 116.3 ]bffl vd= 116.3]bft-1 HDFdl = 397 1 ]b 8d @ 6" 0 c. 8d @ 6" 0 c. NO HOLDOWN E1 vel = 661 ]bft-l ve = 66] ]bft-l HDFel = -2016.31b 8d @ 6" 0 c. 8d @ 6" 0 c. NO HOLDOWN 2 AA1 vaal = 162.61bffl vaa = 162.6]b ft-l HDFaal = 1108 41b 8d @ 6" 0 c. 8d @ 6" 0 c. MST37 3 C5, G5 BB1 vbb I = 126.Slb ffl vbb = 94.91b ft-l HDFbbl = 98.9]b 8d @ 6" 0 c. 8d @ 6" 0 c. NO HOLDOWN Page 8 BASE PLAN 1147-2 SITTS & HILL ENGINEERS INC 2001 So. 40th St., Tacoma, WA 98400-5697 Telephone (253) 474-9448 Fax (253) 474-0153 Project BASE PLAN 1147-2 9321 mcd 06/22/1999 by SINH TRAN CHK. NORM NAVARRO XIII. GRAVITY ANALYSIS ROOF TRUSSES ARE NOT INCLUDED IN THIS ANALYSIS AS THE TRUSS MANUFACTURER IS REQUIRED TO SUBMIT STAMPED CALCULATIONS WITH THE TRUSSES. SEE REDUCED FRAMING PLANS FOR LOCATIONS OF NUMBERED BEAMS BELOW ROOF FRAMING 1 CHECK 3-1/8 X 12 GLULAM (24F) CD = I 15 b '=3 125 F b '=2400.C D d = 12 F b = 2760 A =b,d A = 37.5 b.d2 S '- -- S= 75 F v '= 165.C D 6 b.d3 I = 450 F v = 189 7 1=- 12 Span '= 16 Tw'=3 DId =40.Tw DId = 120 2 Mmax 12 Mmax ,- DId Span Mmax = 3840 f - f b = 614 4 8 b S 11 max 12 I1max=08 f = 1.5 DId (s~an - :2) fv= 33.6 == Span- 240 v A I - 5 10602441728 req 384 1800000 1.2 I req = 3663 4 _ 5 DId Span4 1728 11 384 1800000 I 5 DId (~) Span4 1728 C '- \ 40 384 1800000 I 11 = 0,2 C = 01 CAMBER == 1 x DL D Page 9 BASE PLAN 1147-2 SITTS & HILL ENGINEERS INC 2901 So. 40th S1., Tacoma, WA 98409-569-1 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147-2 9321 mcd 06/22/1999 by BINH TRAN CHK. NORM NAVARRO 2 6X10 BEAM CD = 1 15 Cr'=115 C f = 1 F b '=875.C D'C r'C f F b = 1157.2 F y '=85.C D F y = 97 7 Span = 5 DOUG FIR No 2 NDS Table 4D b =5.5 d = 9.5 A '=b.d A = 52.3 b.d2 S=- 6 b.d3 1=- 12 S = 82.7 1= 393 Tw'=7 Uld '=40.Tw+ 800 DId = 1080 Uld Span2 Mmax ,- Mmax = 3375 8 fb _Mm~X 12 fb = 489.5 0 K. 4 !1 = 5 DId Span 1728 !1 = 0 384 1600000 I f __ 1.5 Uld ~ s~an - 1~) fy = 53 0 K y A 3 DOUG FIR No NDS Table 4A 4X10 BEAM CD = 1 15 b =3.50 F b '= 1000,C D d = 9,25 F b = 1150 A =b,d A = 32.4 Fy=95'CD b.d2 S = 49 9 S ,- -- 6 Fy= 109.2 b'd3 1=- I = 230 8 12 Span '=6 Tw'=9 Uld = 40. Tw Uld = 360 2 Mm DId Span ax - 8 Mmax = 1620 f - Mmax 12 fb = 389.5 b S f = 1.5 Uld (s~an - 1~) fy = 37.2 y A OK. OK Page 10 BASE PLAN 1147-2 SITTS & HILL ENGINEERS INC 2901 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147-2 9321 mcd 06/22/1999 by SINH TRAN CHK. NORM NAVARRO FLOOR FRAMING 4 DOUG FIR No 1 4X10 FLR SEAM OR HEADER NOS Table 4A C (= 1 1 Fv = 95 F b '= 1000.C f A '=b,d F b = 1100 A = 3Z.4 Span = 6 Tw'=8.5 Uld =50.Tw DId = 425 2 Mmax - Uld Span 8 'Mmax = 1912.5 fb _'Mmax 12 S fv 1.5 Uld (s~an - 1dz) f v = 43 9 A 5 HEM FIR No 2 2X10 FLOOR JOIST NDS Table 4A C (= 1 1 C r = 1 15 F b =850.C fC r F b = 1075.3 Fv =75 A =b.d A = 13 9 Span '= 10 Tw '= 1.3 Uld = 50. Tw Uld = 65 2 Mm Uld Span ax - 8 Mmax 12 fb Mmax = 812.5 S fv 1.5 UId (s~an - IdZ) f v = 297 A 5 2X8 FLOOR JOIST DOUG FIR No 2 NDS Table 4A C f '= 1 I C r = 1 15 F b :=850,C fC r F b = 1075.3 Fv =75 A =b.d A = 109 Span '=6 Tw '= 1.3 Uld = 50. Tw Uld = 65 2 Mmax .- Uld Span 8 f _Mmax 12 b S f _ 1.5 Uld (s~an - Id2) fv = 21.5 v A Mmax = 292.5 b =3,5 b'd2 S'- -- 6 S = 499 fb::: 459.8 b '== 1.5 b,d2 S.- -- 6 S::: 214 fb = 455.8 b '= 1.5 b,d2 S .- -- 6 S::: 13 I f b ::: 267 1 d == 9.25 b.d3 1=- 12 I ::: 230 8 d =9.25 b,d3 1=- 12 I = 98 9 d = 7.25 b.d3 1=- 12 I = 476 Page 11 BASE PLAN 1147-2 ; I \ \ . I -<! ': :2 i a ~ ~ :. ~ 0 ;> I UJ 0 uJ - ot. ...J II :2 uJ 'It ....... > .. -z uJ ..; 0 ~ oc l.1- \, , r , I I ' .. ~ .. '.. .. 'I' . .. .... -.... '---"', ~ "'-" ..~, - .. t' '--'. ....~ I.. ~ ~y '~' 'I ~if'~~:c" ;'-?~~' :~~; l~' . \ .... i ; I~.' I .. :. i 1 .1," ~; i. L ! I I I I I II ; \ ! I : I :' I i\ J 'I I "I' I ' ,: I' I 'It 1 I : ! i I I I I \ I ~ , I Z i - LL. 1 ~ .J ~ , ! ~ , I I li ---- ....... () ~ . I. , f z \. ~~ ~r I I 0 ~ ,.' I.. I' If) ..~ ( I :> I I W r'!. i I ; c:t. \ J ;'\- ..... .... 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N o o CITY OF YELM RES1DENTIAL BUILDING PERMIT APPLICATION FORM Project Address ')07 C()rlrPR SL Yp'm, WA Subdivision: T,()nem; rp Mp;:H-1mvS Lot # Pamel#'??71q?11~nO & ??71Q?10QOO Zoning, Residential XIl\I New Construction 0 Re-Model/ Re-Roof / Addition 0 Home Occupation Sign o Plumbing 0 Mechanical 0 Mobile / Manufactured Home Placement 0 Other Project Description/Scope of Work: <:;-ine' p f rim; , y <'11.01""'; TIg Project Value Building Area (sq ft) # Bedrooms--3- 1 st Floor 1 004 Basement N/ A # Bathrooms-l- 2nd Floor Garage 360 Carport N / A Patio N / A Heating@A~OTHER or ELECTRIC (Circle One) Deck Are there any environmentally sensitive areas located on the parcel? completed environmental checklist must accompany permit application. ~~l~~IN.~:PvV&~g~Mg: Maria S. Banister ADDRESS 1343 Norpoint Way N. E. CITY Tacoma STATE WA ZIP98422 TELEPHONE7,)1-~7g 4340 If yes, a it\'RGR'rtEGT/ENGiNEEFt NHD/Sitts & Hill ADT5FiES'S---P-:o'.-~-ifoi- 219 CITY Sumner STATE WA ZIP98390 LICENSE # NORTHHD0540 1 TELEPHONE @"sf'ilEFlp.;UCQNtA6c:IQB owner /hlli' der ADDRESS Rame CITY STATE ZIP CONTRACTOR'S LICENSE # TELEPHONE FAX EXP DATE CITY LICENSE # PLUMBING CONTRACTOR Sunset Plumbing TELEPHONE 360-458-2991 . ._. .~ - _. .- ADDRESS P.o. Box 2008 CITY Yelm STATE WA ZIP 98597 FAX I CONTRAC lOR'S LICENSE # SUNSEC*0440P EXP DATEd&;CITY LICENSE # Or MECHANICAL CONTRACTOR Heritage Heating TELEPHONE 253-922-2211 ADDRESS 9001 Pacific Ave. CITY Tacoma STATE WA ZIP 98444 FAX CONTRAC lOR'S LICENSE :# HERITEL 13604 EXP DATE~ITY LICENSE # t>t( Copy of mitigation agreement with Yelm Community Schools, if applicable I hereby certify that the above information is correct and tFiat 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. ~\ " rt;<Ji;' ~plicant's Signature Owner / Contractor / Owner's Agent / Contractor's Agent (;; - 2 2 --Dif Date (Please circle one) All permits are non-transferable and will expire if vlork authorized by such permit is not begun within 180 days of issuance, or if vlork is suspended or abandoned for a period of 180 days ( (t,n;r;jllllI1 11, !Io[' ,," \ I 01:11 ~ Prljl"l dlJl Hlll!,llll /\"11:11 1'1" 1111: 1 ill 'rIp .I1'{ 1'.1 :: (II ~ C)5' StJ,/Y'vWt~ . -j, SI])E sE~ SA eX. <P"- :- '- I '7.S~ 6"ME:Ht;~T- l I, !l J\ I I I -, r I ! . ., Lo~ ~ \ l - I --- _. ;..-- \ \ I lli1J ;).5' i:EAR yAR.D G-AP-P.&E_ i /' c2dh", .J'. /q~tli '/ !3YLJ! - ~/ _ I I, 11 q Ij //: o I Tf'lEi?l-\OHE : @ TE~"~IS'\M~ ' (~ I : ~ E:L\:'-~\c.. @ GI'~S [;j wi';e~ \ooY-;={ LoT =- \ S .SEVl ~P-..l P Po lE : I' ' 0'0 I ~:}~: j I I I II I j I I i I I 15" I s,:o:-'. 13 p, c 'K 1'1! ; -' I ....,-z--03 Dt-1D I I I-I ~/ ~ --I - -\ 'to' "":( to' u_ T I L ,-+ / E' P, s :; n \--l I o o 5' 3al'('tV],tiL ./ -l - s /1>E s EI' sA eX. ~ ;- I ?:s~ 6"ASt:H~~T' I, ! . 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