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20040101 CITY OF YELM - BUILDING DEPARTMENT RESIDENTIAL CERTIFICATE OF OCCUPANCY Building Address 503 Coats St. SE Owner Name Owner Address Victoria Hanson 503 Coats St. SE Yelm. WA 98597 Building Permit Number BLD-04-01 01- 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 CITY OF YELM INSPECTION LOG c PERMIT "N1.)11BER u4. {}lU\ L'It 3 L~ - &A~ 51 PROJECT ADDRESS $""0;' . W-T BACKS Date ~ / Front ~i\'\ \"1 Rear C U\ SldefFlankma <::> SIde FOOTING 12" \V ALL 6" 16" 8" other other reqUIred vent~ /' Date.-!!/L'tVALL REBAR /Date /0/'/0':/ FOOTING REBAR Comments COMBIl\"'ED FRA..l\1E/ EXTERIOR SHEAR WALL INSPECTION Hold dOVlIlS ./ Shear Nallmg C Frame, M ft;}" Gas/Propane Pi, r,p; Plumbmg ~_ Mechamcal Comments INSULATION k jx{am and Seal / Comments~1 (" ,"111 b \ I I SHEET ROCK/SHEAR WALL NAIL Electnc Vapor bamer ft ~ ..../ Comments A" / (p '/:.A v - 7, ~ OTHER Comments FINAL ~ .~\s5mal Tess ~ Comments ~cal . ~tlOn If Irr/"'--- / / e1\ J1 Fmal Site Dramage Landscape.}l~al Slde\\a]~ o o o City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Permit No BLD-04-0101-YL Issue Date 08/02/2004 (Work must be started within 180 days) Receipt No Applica!1t: Name Victoria Hanson Phone. 438-0355 Address 6946 A 47th Lane SE City' Olympia State. WA Zip ProP!:!rtYJ':If()r:~tf()l"I. Site Address. 503 Coats St. Assessor Parcel No 59710000300 Subdivision. Longmire Estates Lot: 3 Contractor Information Name. Owner Contact: Phone: Address. City' State' Zip' Contractor License No Expires' 12/22/03356 Business License. Projecflnformation. Project: Longmire Estates, lot 3 Description of Work: SFR Model # 1147 Sq. Ft. per floor' (1st) 852 (2nd) 295 (3rd) 0 Garage 360 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 65.25 000 000 o 0000 0.0000 Plumbing Permit 9000 20.00 7000 7 0000 10 0000 Fixture Sewer ERU 5,26900 000 5,269 00 5,2690000 1 0000 ERU Sewer Inspection 145 00 145.00 000 o 0000 o 0000 ERU Sewer Deposit 5000 50.00 000 o 0000 o 0000 Water ERU 1,50000 0.00 1 500.00 1,5000000 1 0000 ERU Water Meter (SFD) 300 00 300 00 000 o 0000 0.0000 Water Deposit 4000 4000 0.00 o 0000 o 0000 Traffic Facilities Charge 757 50 0.00 75750 7500000 1 0100 Peak PM Trip State Building Fee 450 4.50 000 o 0000 0.0000 TOTAL FEES $9,466.65 Applicant's Affadavlt: OFFICIAL USE ONLY 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 ~n t,e State of Washington. Signature V I OW ~~ ~ Date g" 2-D -04 # Sets of Prints. Firm Fi",II~,SP: ectio, n. " Date.. . By' o o 3:2-Y 1'7 Permit Fees Schedule c City of Yelm ~ Permit No BLD-04-0101-YL ;r\\)PAID \()tJ AUG 1 2 2004 \~+~3@~&t1tcliTOF'YEt.M ~:'!:~,,;'t~' Community Development Department Building Division PAl D Phone: (360) 458-8407 Fax: (360) 458-3144 AUG 1 2 2004 Appn:C~:n.t""}~~r?~: Y7,~;~:{;":,, ::., Name: Victoria Hanson 438-0355 Address: 6946 A 47th Lane SE City' Olympia State WA Zip 98513 pioJecfl rlJ()r'!l~tio!1~, Project: Longmire Estates, lot 3 Description of Work: SFR Model # 1147 Site Address 503 Coats St. Assessor Parcel No. 59710000300 F:ee~~.., . i:.""':"'." Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc -------------------------- -------------- ------------- 03 2- Building Permit 50-100k 032 87475 643 75 231 00 7 0000 33 0000 $1,000 /00 001-322 -1 0-00 Building Plan Review 370 65 000 000 o 0000 o 0000 032- 100 Mechanical Permit 001-345-83-00 65.25 000 000 o 0000 o 0000 C {)32- Plumbing Permit 032 9000 2000 7000 7 0000 1 0 0000 Fixture 001-322-10-00 (OJ- Sewer ERU 5,269 00 0.00 5,269 00 5,2690000 1 0000 ERU 032 80J Sewer Inspection 001-322-10-00 145.00 145 00 000 o 0000 o 0000 ERU 7foO Sewer Deposit 802 5000 5000 000 o 0000 o 0000 1/2- 412-343-50-01 Water ERU 1,50000 000 1,50000 1,500 0000 1 0000 ERU 7 '-/0 805 Water Meter (SFD) 412-343-80-00 300 00 300 00 000 o 0000 o 0000 Y;'2- Water Deposit 742 4000 4000 000 o 0000 o 0000 Jfw 402-389-01-00 Traffic Facilities Charge 757.50 000 757 50 750 0000 1 0100 Peak PM Trip I~ l) 760 State Building Fee 404-343-80-34 450 450 000 o 0000 o 0000 712 401-343-80-01 740 402-389-00-00 420 120-344-85-00 160 001-386-00-00 TOTAL FEES L~'46665 \ \ c flECEIP1 NO. 32891 tOUR au~DRED Sl~TY Sl~ DO~~ARS & &5 CE~TS Op,.IE f\EC NO f\ECENEOff\OM / ,.\"~: 08/12/04 32891 V1CTOR1A aA~So~ Nil" 11lIUb'l\.' S03 COA1ES S1 pO BOt 219 Sua~ER WA 98390 alSCE~~A~EOUS RECEltT ~O~GalRE ESTATES ~OT 3 D1A~A ..~.~ _..~. &5 aiCiI.G5~~WR ERU 52&9. _.-~~010i-Y~ &43.15. REV1EW 3~~R 300 TRAtt1C 151.50. 8C 4.50 1~St145. DEt 90. WTR ERU 1500. · p,.MO\JNl 9.466.6S CRECK REf NO 100S \ o o Yelm Community Schools PO Box 476 Yelm, WA 98597 Clerk Terminal' Receil?t' Manual Receipt: Cray 1 3736 N253863811 NMITIGA TIONS NORTHWEST, HOUSING DEVELOPMENT 9/19/2005 10 53 AM Glty Item Price 1 CPF2900 5200,00 MITIGA TION FOR LONGMIRE MEADOWS LOTS 1,2,3,4,5,6,7 & 8 Subtota 1 . Tax Total Check 6724 Amount Due. 5200,00 0.00 5200.00 5200 00 0,00 o o Permit Fees Schedule City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant; Name. Victoria Hanson Address. 6946 A 47th Lane SE Projectlhformation. Project: Longmire Estates, lot 3 Description of Work: SFR Model # 1147 Site Address 503 Coats St. Fees Item Acct Code Building Permit 50-1 Oak 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 Sewer Deposit 802 412-343-50-01 Water ERU Water Meter (SFD) 805 412-343-80-00 Water Deposit 742 402-389-01-00 Traffic Facilities Charge State Building Fee 760 404-343-80-34 712 401-343-80-01 740 402-389-00-00 420 120-344-85-00 160 001-386-00-00 TOTAL FEES Permit No BLD-04-0101-YL Phone: 438-0355 City' Olympia State. WA Zip 98513 Assessor Parcel No 59710000300 Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc ------------- 87475 643 75 231 00 7 0000 33 0000 $1,000 370 65 000 000 o 0000 o 0000 65.25 000 000 o 0000 o 0000 9000 2000 7000 7 0000 10 0000 Fixture 5,26900 0.00 5,26900 5,2690000 1 0000 ERU 145.00 145 00 000 o 0000 o 0000 ERU 5000 5000 0.00 o 0000 o 0000 1,50000 000 1,50000 1,5000000 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 450 450 000 o 0000 o 0000 $9,466.65 'i,ij; ..:,'~' ;~\~...~ -"'. :(" t.~ .};.. ;;::~, ,.' ,r, ~, ;~~::;,:~:~~.:': < Jf. v..;~ I>!{ _"C , .,: "!. _~."~ ;' ~ t. "~' 'f:.';.. ,~ .... \, i ::~ ~'!1- :.,: r:/:v~"" ~~ '..,{~,~~f1>: , ~,.,... ':";!.' \;., }!{':; .;;.y>. f~1':: -j' .'~ a~ ',~..:l, ,f; '~"J ,~'" "~: J~~, ~; I '1, 'I~ '\ 'r ,~~ .~t' ~-l;>, '; ')I~)i-,'~,~"'"!- '~--\f / ';,'?-; ....[ 1~, ~ ~..-:' .... t 'i '.i ',~ " ;:... J .y A' ,), , ::: .;;. 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'F" i'o""" >J '- 'f'" . . - ., >' . ,,- ,~, . ( . - ~. 'C' ,. :2.~q;~~~south;.flQ:~h.;..;~!t~~t,,;T~io0~\'w,A~,9~4iJ9.~'5697 '., <'y., , .' p -, , " , .", -, '\l;el (:{5$ Ml4.9449 Ea~a5a ).4Z4:0f53 .;,. ,< ;;.' <' :;~kL~ ;~'.:: .;,:;:\;:;~;,) >~:~:'<<~ ,: \' "~.,~.~~;~ .~.~ ';:~.~.;','.~.~',....;.,.<..,.>,~>J:~ ~f:,>' - , '~, "'\~~,.~,1: 3 '!'~1'<;!;" ! ;~:: ',,;,. ',~ . f "f" , ";~~:;~" ,.< ~ '" .,. \,;;' ' ".:' -. f, +,.,^ ,!(~,,'k.'i ;);p.,..,; ':~ \:~i.t.;'\\.:'~::;..i'.:.r' '::";,.... --",. "'4::";; ~t1 ~;: .,!" ::~ J.' -+'t';;';' .~. ;'; '",. . ,'I;. l' 'f"l"-;<- -f 5: ~.;:~ ~t. .;. ~ .~, !"-,'..:; J;l:4.]3 ~f' '~~~r, ~. ~. :~ \ '~~t ; .~~. ~ ~ '1 <_ ,:~,:::\~~t~ -0 .1~. ,.,.j.'::" ..;.... ~/'. ~. ,'f:..,. .....:17..','1,.. ';l. ...i. ~ /,~.... ~:~ ~. '1' .t ~/" ,"''';' :'~':1:,~" t~~"r.. ~.;; ':1:' " !t!. 'l;': :::.'" .l'f" I\-'. :<"./1f.) q ~ .~,:. }~{ ~ J.:? ,}~rj1;, ". SITTS & HILL ENGINEERS INC 2001 So. 40th St., Tacoma, WA 004'e-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by BINH 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 16298.2 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 = 10 C a '=0.36 R =5.5 W 3 CaW V'- 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 wr Ib) BASE SHEAR (Ibs) DETERMINE SEISMIC WEIGHT (W) hI '=8 FIRST FLOOR WALLS h2 '=8 SECOND FLOOR WALLS WI '=25 AVERAGE WIDTH OF FIRST FLOOR 11 =32 AVERAGE LENGTH OF FIRST FLOOR w2 =25 AVERAGE WIDTH OF SECOND FLOOR 12 = 12 AVERAGE LENGTH OF SECOND FLOOR W r '= 29 1 r '= 36 Pf =10 Pr =10 Pw'=7 AVERAGE WIDTH OF ROOF AVERAGE LENGTH OF ROOF FLOOR DEAD LOAD (pst) ROOF DEAD LOAD (pst) WALL DEAD LOAD (pst) W =I2w2Pf+lrwrPr+(II+wl).hl.5Pw2+(12+w2) h2'Pw2 3-C a W V'- R W = 20776 Ibs. V = 4079 7 SEISMIC BASE SHEAR (Ibs) TOTAL Page 1 BASE PLAN 1147 SITTS & HILL ENGINEERS INC 2001 So. 40th St., Tacoma, WA 98400-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by SINH TRAN CHK. NORM NAVARRO DETERMINE BUILDING REDUNDANCY ( P ) SHEAR WALLS rmax0) = MAX. WALL SHEAR X 10/lw TOTAL STORY SHEAR rmax = MAX. rmax0) OVER LOWER 2/3 SLOG H 20 P '=2- r max ~AB 10<p<15 Vs '=V Vs = 40797 (~s)(:~) r max - Vs r ma'\': = 0.2 A B '=w 1 11 A B = 800 P =2- rmax~AB 20 p = - 1.5 l<pd.5 USE p '= 10 CALCULATE EARTHQUAKE FORCES ( E ) . Eh '=V Ey '=0.5 CaW VERTICAL COMPONENT OF EARTHQUAKE GROUND MOTlON pEh E'=-+E 14 y Ey'=O ALLOWABLE STRESS DESIGN (EQN 30-1) pEh E '=-+E 14 y E = 2914 TOTAL SESIMIC FORCE BASE SHEAR (Ibs) Page 2 SASE PLAN 1147 SlTTS & HILL ENGINEERS INC. 2001 So. 40th St., Tacoma, WA 984C9-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by SINH 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) qs = WIND STAGNATION PRESSURE BASED ON WIND SPEED (TABLE 16-F) Iw = IMPORTANCE FACTOR (TABLE 16-K) Exposure B, 80 mph WIND SPEED Ib Iw = 1 0 Cq = 1.3 qs '= 16 4.- ft2 Heiqht Above Ce Wind Pressure (pst) Ground (ft.) 0' to 15' Cel5 '= .62 PI =qs Iw.Cq.CeI5 PI = 13.2 Ib ft-2 15' to 20' Ce20 = 67 P2 =qs Iw.Cq.Ce20 P2 = 14.3 Ib ft-2 20' to 25' Ce25 = 72 P3 = qs Iw.Cq.Ce25 P3 = 15 4 Ib ft-2 25' to 30' Ce30 = 76 P4 =qs Iw.Cq.Ce30 P4 = 16.2 Ib ft-2 30 to 40' Ce40 = .84 P5 =qs Iw.Cq.Ce40 P5 = 17 9 lb ft-2 WIND BASc__~-,-ii=AR.. w'=PIIO.ft+P25ft+P35ft w = 280 4 Ib ff 1 LOAD PER UN FT OF BLDG v W =w wI ft v w = 7008.9 lb WIND BASE SHEAR (Ibs) CONTROLS!! Page 3 BASE PLAN 1147 SITTS & HILL ENGINEERS INC 2001 So. 40th St., Tacoma, WA 98400-5697 Te~phone(253)474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by SINH TRAN CHK. NORM NAVARRO V WIND LOADS PER FOOT LENGTH OF STRUCTURE 2nd Floor Shear Walls wI '=PI 10 ft wI:: 132.2 Ib ft-1 w2 = PIlI ft + P2 5 ft w2:: 2168 Ib ft-1 VI. SHEAR ON SHEAR WALLS Ll =1O.5ft L2 =I5ft L3 =22ft L4 = 10 ft L5 = 20.ft Length Between Shear Walls Wall AA. Laa '=7 ft w2 Ll .5 vaa'= Wall BB Lbb = 12 ft Laa vbb - w2 Ll .5 Lbb vbb :: 94.9 Ib ft-l vaa:: 162 6 Ib ft-l Wall A. La = 19ft Wall B Lb=22ft Wall C Lc =19ft w2 L2 .5 + vaa Laa va = La va:: 145.5 Ib.ft-l vb = w2 L 1 .5 + vbb Lbb Lb vb:: 103.5 Ib ft-l wI L4 .5 vc = Lc vc = 34 8 Ib ff 1 Wall 0 Ld = 12.5 ft Wall E Le = 6 ft wI L5 .5 ve = vd = wI L3 .5 Ld vd = 116.3 lb ft-l Le ve :: no "' 1}, ft- 1 Page 4 BASE PLAN 1147 SITTS & HILL ENGINEERS INC 2001 So. 40th St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 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 =22 ft OTMbl '=vb Lbl HW C LeI = 6.3 ft OTMc1 =vc LeI HW D Ldl '=3 125 ft OTMdl '=vd Ldl HW E LeI =3 ft OTMel '=ve LeI HW 2nd Floor Walls HW =8 ft OTMal = 7333.2 Ib ft OTMbl = 18213 Ib ft OTMcl = 1753.2 Ib ft OTMdl = 2908 Ib.ft OTMe 1 = 5287 4 Ib ft AA Laal '=3.5 ft OTMaal '=vaa Laal HW OTMaal = 4553.3 Ib ft 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 HW =8 ft AA1 DLRFaal =2 ft 15 ~ Laal ft2 Dead Load Resisting Moment Ib DLWLaal =HW 10 - Laal ft2 DLRFaal = 105 Ib DL WLaa 1 = 280 lb DLaa 1 = DL WLaa 1 + DLRF aa 1 DLaal = 385 lb DLRMaal '=DLaal Laal .5 DLRMaal = 673.8 lb.ft BB1 DLRFbbl =2 ft 15 ~ Lbbl DLWLbbl =HW 10 ~ Lbbl DLbbl =DLWLbbl + DLRFbbl ft2 ft2 DLbbl = 1320 Ib DLRFbb 1 = 360 Ib DL WLbb 1 = 960 Ib DLRMbbl =DLbbl Lbbl .5 DLRMbb 1 = 7920 Ib ft Page 5 BASE PLAN 1147 SITTS & HILL ENGINEERS INC 2001 So. 40h St., Tacoma, WA 9f3.4CB..5ffJ7 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by SINH TRAN CHK. NORM NAVARRO 1 st floor shear walls HW '=8 ft DLRFal '=2 ft 15'E:. Lal Ib DLal =DLWLal +DLRFal A1 DLWLal '=HW 10.- Lal ft2 ft2 DLal :: 693 Ib DLRFal :: 189 Ib DLWLal :: 504 Ib DLRMal :=DLal Lal .5 DLRMal :: 2182.9Ib ft S1 DLRFbI '=2 ft 15 E:. LbI DLWLbl '=HW IO.E:.. Lbl DLbl '=DLWLbI +DLRFbl ft2 ft2 DLb 1 :: 2420 Ib DLRFb 1 :: 660 Ib DLWLbl :: 1760 Ib DLRMbl :=DLbI Lbl .5 DLRMb 1 :: 26620 Ib ft C1 Ib Ib DLcl =DLWLcl + DLRFcI DLRFcl '=6 ft 15.- LcI DLWLcl '=HW 10.- LcI 2 ft2 ft2 DLcI:: 1575 Ib DLRFcl :: 567 Ib DLWLcl :: 1008 Ib DLRMc1 '=DLcI leI .5 DLRMcl :: 4961.3 Ib ft D1 Ib DLWLdl =HW 10.E:. LdI 2 DLdl =DLWLdI + DLRFdI DLRFdl =6 ft 15.- LcI ft2 ft2 DLdl:: 1067 lb DLRFdl :: 567 lb DL WLd I :: 500 lb DLRMdl '=DLdl Ldl 5 DLRMdl :: 1667.2 Ib ft E1 lb Ib DLRFel = 12 ft 15 - Lcl DLWLel '=HW 10.- LeI 2 DLel =DLWLel + DLRFel ft2 ft2 DLel:: 1614 lb DLRFel :: 1134 lb DLWLel :: 480 Ib DLRMel '=DLel LeI 5 DLRMel :: 2421 lb ft Page 6 BASE PLAN 1147 SITTS & HILL ENGINEERS INC 29:)1 So. 40th St., Tacoma, WA~7 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by BINH TRAN CHK. NORM NAVARRO IX. HOLDOWN FORCES WALLS Second Floor AA1 HDFaal = OTMaal- DLRMaal Laal HDFaal = 11084 lb 881 HDFbbl - OTMbbl- DLRMbbl HDFbbl = 98 91b Lbbl First Floor A1 HDFal ;- OTMal- DLRMal Lal HDFal = 817.5 lb 81 HDFbl .- OTMbl- DLRMbl Lbl HDFbl = -382.llb D1 HDFcl ;- OTMcl - DLRMcl LeI HDFdl .- OTMdl - DLRMdl Ldl HDFcl = -509.2 lb C1 HDFdl = 397 1 lb E1 HDFel '- OTMel- DLRMel LeI HDFel = 955.5 lb 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 lb 1.33 = 731.5 lb Allow Load on 1/2" Dia Bolt in shear 1ft spacing 732 ~ = l221b ft-I 6ft Allow Shear 1ft for 6' max spacing per code 122 Ib ~ = l46.41b ft-I 5ft 122 lb ~ = 183 Ib ft-I 4ft Allow Shear/ft for 5' max spacing Allow Shear/ft for 4' max spacing 122 lb ~ = 244 lb ft-I 3ft Allow Shearlft for 3' max spacing 122 lb ~ = 3661b ft-I 2ft Allow Shear/ft for 2' max spacing Page 7 BASE PLAN 1147 SITTS & HILL ENGINEERS INC 2001 So. 40th St., Tacoma, WA 984B-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by BINH TRAN CHK. NORM NAVARRO SHEAR STRESS AROUND OPENINGS WALL SHEAR STRESS A.B.lS.P. HORIZ. SPACING STRAP FORCE A va La va 1 = 145.5 Ib.ft-I 732 Ib = 5 ft Pa = (va 1 - va) .0 ft Pa = 0 Ib va 1 = La - 0 ft va 1 B vb .- vb Lb vb 1 = 103.5 Ib ft-I 732 Ib = 71ft Pb = (vb 1 - vb) .0 ft Pb = 0 Ib 1 Lb _ 0 ft vb 1 C vc Lc vc 1 = 34 8 Ib ft-I 732 Ib = 21 ft Pc =(vcl-vc).Oft Pc = 0 Ib vc 1 - Lc - 0 ft vc 1 D vd ,_ vd Ld vd 1 = 116.3 Ib.ff I 732 Ib = 6.3 ft Pd = (vd 1 - vd).O ft Pd = 0 Ib 1 Ld-Oft vd 1 E '- ve Le ve 1 = 220.3 Ib.ft-I 732 Ib = 3.3 ft Pe = (ve 1 - ve) .0 ft Pe = 0 Ib ve 1 Le - 0 ft ve 1 AA - vaa Laa vaa 1 = 162.6 Ib ft-I 140 Ib = 0 9 ft Paa '= (vaa 1 - vaa) .0 ft Paa = 0 Ib vaa 1 Laa- 0 ft vaa I BB vbb 1 - vbb Lbb vbb I = 126.5 Ib ft-I 140 Ib = 11ft Pbb = (vbb I - vbb) 3 ft Pbb = 94 9 Ib 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 va 1= 145.51b ft-I va = 145.5 Ib ft-I HDFal = 817.5 Ib 8d @ 6" 0 C 8d @ 6" 0 C HPAHD22 OR HD2A 1 G1 OR G3, G5 B1 vb 1 = 103.5 Ib ft-I vb = 103.5 Ib ft-I HDFbI = -382 lIb 8d @ 6" 0 C 8d @ 6" 0 C NO HOLDOWN C1 vc I = 34 81b.ft-1 vc = 34 8 Ib ft- I HDFcl = -509.2 Ib 8d @ 6" 0 C 8d @ 6" 0 C NO HOLDOWN D1 vd 1 = 116.3 lb.ft-I vd = 116.3 Ib ft-I HDFdl = 397 1 lb 8d @ 6" 0 c. 8d @ 6" 0 C NO HOLDOWN E1 ve 1 = 220.3 Ib ft-I ve = 220.3 Ib.ft-l HDFel = 955.5 Ib 8d @ 6" 0 C 8d @ 6" 0 C HPHD22 OR HD2A 2 C1 OR C3 AA1 vaa I = 162 6 Ib ft-I vaa = 162,6 Ib ft- I HDFaal = 11084 Ib 8d @ 6" 0 C 8d @ 6" 0 C MST37 3 C5, G5 BB1 vbb 1 = 126.51b.ft-Ivbb = 94 91b ft-I HDFbbl = 98 91b 8d @ 6" 0 C 8d @ 6" 0 C NO HOLDOWN Page 8 BASE PLAN 1147 SITTS & HILL ENGINEERS INC axJ1 So. 40th St., Tacoma, WA 9'3400-5697 Telephone (253) 474-9449 Fax(253)47~153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by BINH TRAN CHK. NORM NAVARRO Xlii, GRAVlTY 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 5-1/8 X 12 GLULAM (24F) CD = 1 15 b '=5 125 d=12 F b '=2400.C D F y '= 165.C D A '=b.d b.d2 S=- 6 b.d3 1=- 12 A = 61.5 Fb = 2760 S = 123 Fy=1897 1= 738 Span '= 16 Tw '= 12 DId = 40. Tw DId = 480 2 Mmax '= DId Span 8 Mmax = 15360 f - Mmax 12 b - S 1 5 DId i Span _ ~ \ _ \ 2 121 f" A f b = 1498.5 12 L1 ma~ '= Span - A 240 L1 max = 0 8 f v = 82 I ,- 5 1060 244 1728 req 384 1800000 1.2 Ireq = 3663 4 L1 '_ 5 DId Span4 1728 384 1800000 I ! 10\ 4 5 Uld (-) Span 1728 C ,- ,40i 384 1800000 I t. = 0.5 C = 01 CAMBER = 1 X DL D Page 9 BASE PLAN 1147 SITTS & HILL ENGINEERS INC 2001 So. 40th St., Tacoma, WA 9S409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by SINH TRAN CHK. NORM NAVARRO 2 6X8 BEAM DOUG FIR No 2 NOS Table 40 CD'=115 Cr'=II5 C(=I F b '=875.C D'C r'C f F b = 1157.2 F y '=85.C D F y = 97 7 b '=5.5 d =7.5 A =b.d A = 41.3 b.d2 S'=- 6 b.d3 1=- 12 S = 516 I = 193 4 Span =5 Tw'=7 Uld '=40.Tw Uld S an2 Mmax .- p Mmax = 875 8 f _MmaJ\. 12 b S 4 t, '= 5 DId Span 1728 t, = 0 384 1600000 I 1.5 DId , Span _ ~ ) f = \ 2 121 Y A 3 DOUG FIR No 2 NOS Table 4A 4X10 BEAM CD = 1 15 b '=3.50 Fb =900.C D d = 9.25 F b = 1035 A '=b.d A = 32 4 F" =95.C D b.i S = 49 9 S .- -- 6 F y = 109.2 b.d3 I -- 1= 230.8 12 Span '= 6 Tw'=9 Uld =40.Tw Uld = 360 2 Mmax = DId Span Mmax = 1620 8 f - Mmax 12 f b - b = 389.5 S 1 - Uld (Span _ d) .) 1-- f = \ 2 12 y A fy= 37.2 DId = 280 f b = 203 6 fy = 19 1 OK OK OK OK Page 10 SASE PLAN 1147 SITTS & HILL ENGINEERS INC 2001 So 40th St., Tacoma, WA 984:B-5007 Telephone (253) 474-9449 Fax (253) 474-0153 Project BASE PLAN 1147 9319 mcd 06/10/1999 by BINH TRAN CHK. NORM NAVARRO FLOOR FRAMING 4 DOUG FIR No 4X10 FLR BEAM OR HEADER NOS Table 4A C f = 1 1 Fv = 95 F b = 1000.C f A =b.d F b = 1100 A = 32 4 b =3.5 b.d2 S'- -- 6 S = 499 d =9.25 b.d3 I =- 12 I = 230 8 Span '= 6 Tw '= 8.5 DId = 50. Tw Uld = 425 2 Mmax '- DId Span 8 Mma.'I. = 1912.5 f b Mmax 12 S fb = 459.8 fv 1.5 DId (s~an - Id2) f v = 43 9 A Span = 10 Tw '= 1.3 Cf=11 Fv =75 b = 1.5 d = 9.25 C r '= 1 15 A '=b.d b.d2 b.d3 S ,- I =- -- Fb '=850,CrCr A=139 6 12 F b = 1075.3 S = 21 4 I = 98.9 DId = 50. Tw DId = 65 5 HEM FIR No 2 2X10 FLOOR JOIST NDS Table 4A 2 Mmax '- Uld Span 8 Mmax = 812.5 f' - Mmax 12 b - S f b = 455 8 f = v I-DId ! Span d .) 1--- \ 2 12 f v = 29 7 A Page 11 BASE PLAN 1147 GAR. ALT.@J@~.' (C0A1P RDDf'II~6 1!'i"::Q \.?.oo - GARNT @ @@) /6' ~" ~ 12-'. /4 >!t, :)~\::,-~ Ih ~~lT (,t..[1, M...T. ($\; , ~ 4 , : -II--"--~ i --- ~-f.J[-' (, LP liIP SID EXC EIT ^S Ii d I --.; , POSTS' MILo-SE[ SU.5 R:l~DEr~IL5 _ __--------=..t.. 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L' ~ C; J ..l CJ @~ r. rci() '~ \ 0< i? o o CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM 591t ()bD630CJ Project Address 503 Coates St. Yelm Parcel #'22719231600 & 22719230900 Subdivision, T,nngmi rp Mp::ltinws Lot #' 1 Zoning' Res; dential KJXNew 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: Sin E 1 P f::lm i 1 Y tiw"P 11 in E Project Value, Building Area (sq ft) 1st Floor 8');;> 2nd Floor 795 Garage 360 Deck Basement N / A Carport N / A Patio N / A # Bathrooms2- Heating@oTHER or ELECTRIC (Circle One) # Bedroo~s~ Are there any environmentalfy sensitive areas located on the parcel? compfeted environmental checklist must accompany permit application. b3.QJ~Ql&@~QiitfJJ;f,fN6ME: Victoria Hanson ADDRESS hq4hA 471-11 T,::lnp S. E. CITY " '", STATE WA ZIP QR'i11 TELEPHONE %0 41R 01'1'1 If yes, a ~Bg!Blt.g~TLE;.NG.Jri:!sE;8 NHD1Sitts & Hill LICENSE # NORTHHD05401 ADDRESS P. O. Box 219 CITY Sumner STATE WA ZIP 98390 TELEPHONE 2')1-8(11-8188 BENERA~R:jbNtFlACT()8 owner /huilder ADDRESS . ,..,.,.. '.~~;e CITY STATE ZIP CONTRACTOR'S LICENSE # TELEPHONE FAX EXP DATE CITY LICENSE # 'p_LUM(?INGCOl'{IRACTOR Sunset P111m11inE TELEPHONE 360 /,58 2991 ADDRESS P.O. Box 2008 CITY Yelm STATE WA ZIP 98')97 FAX, CONTRACTOR'S LICENSE # SUNSEC*0440P EXP DATE" ~ lTY LICENSE # MECHANICAL CONTRACTOR Heritage Heating ADDRESS 9001 Pacific Ave. CITY Tacoma STATE WA CONTRACTOR'S LICENSE # TELEPHONE 253-922-2211 ZIP 98444 FAX EXP DATE ITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable I hereby certify that the above information is correct and triat 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. 1/ (-tf;; Ai..au Nr~1 ~iJyL J Applicant's Signature Owner / Contractor / Owner's Agent / Contractor's Agent (Please circle one) 10 -2) ~()'-I Date 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 ( (llfl1r;111J11 Iv dr'r~ ,l t I Hill" l\' PPI1l"r!llfCo HIJddl1l Perflll HI'. 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