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20080016 Permit Pkg 022508CITY OF YELM -BUILDING DEPARTMENT CERTIFICATE OF OCri pew Building Address 14850 91 ~ Ave. SE Fire Zone Occupancy Group A-3 Owner Name Merle Hom Use Zone R-4 Owner Address 14856 915 Ave. SE Type of Construction V-B Yelm, WA 98597 Building Permit Number BLD-OS-0016-Y_L Plan Number Has been inspected and the following occupancy thereof is hereby authorized Floors Occupancies Area under This Certificate S uare Feet Maximum Occupant Load Maximum Allowable Floor Loads Lbs. er S . Ft. 1 A-3 3051 113 Areas Special Conditions: Maintain all exits, post occupant load Is Building Sprinklered? YES X NO Building Official: G. Carlson Date: April 13, 2009 POSTING: The Certificate of Occupancy shall be posted in a conspicuous place on the premises and shall not be removed except by the Building Official. n, n, n, n, n, n, n, n, n, n, n, n, n, n, n, n, n, n, n, n~ n~ n ~n ~ n ~a~ THEp'~ Clty Of Yelm Permit No: BLD-08-0016-YL Q 4 ~ Community Development Department Issu e Date: 02/25/2008 Building Division (Work must be started within 180 days) Phone: (360) a58-8407 Receipt No: 53163 Y LM Fax: (360) 458-3144 Applicant: Name: Hom, Merle Phone: 360-4007437 Address: 14948 89th Ave SE City: Yelm State: WA Zip 98597 Property Information: Site Address: 91st Ave SE Assessor Parcel No. Subdivis ion: Lot: Contractor Information: Name: Pichler Construction Contact: Phone: 360-458-9963 Address: P.O. Box 2028 City: Yelm State: WA Zip: 98597 Contractor License No: PICHLC977CQ Expires: 02!18/0949 Business License: Project Information: Project: Bella Housa Rec Center Description of Work: 3051 sf Rec Center Sq. Ft. per floor: (1st) 3051 (2nd) 0 (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 100-500k 2,178.15 993.75 1,184.40 5.6000 211.5000 $1,000 Building Plan Review 1,415.79 0.00 0.00 0.0000 0.0000 Mechanical Permit 88.00 0.00 0.00 0.0000 0.0000 Plumbing Permit 97.00 20.00 77.00 7.0000 11.0000 Fixture Sewer ERU 17,655.00 0.00 17,655.00 5,885.0000 3.0000 ERU Sewer Inspection 435.00 0.00 435.00 145.0000 3.0000 ERU Water ERU 4,500.00 0.00 4,500.00 1,500.0000 3.0000 ERU Water Deposit Commercial 120.00 0.00 120.00 40.0000 3.0000 ERU Traffic Facilities Charge 0.00 0.00 0.00 1,276.0000 0.0000 Peak PM Trip Sewer Deposit Commercial 150.00 0.00 150.00 50.0040 3.0000 ERU Fire District Impact Fee 976.32 0.00 976.32 0.3200 3,051.0000 square foot State Building Fee 4.50 4.50 0.00 0.0000 0.0000 Water Meter (Commercial) 300.00 300.00 0.00 0.0000 0.0000 TOTAL FEES: $27,919.76 Applicant's Affadavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in the State of Washington. f i Signature ~ ~~1~ /-~~~.~ 'I~`~ ~~ ~ ~ 1 ~ Date ~-~ /L 1 /~~ Firm LL OFFICIAL USE ONLY # Sets of Prints: Finallnspecti n: -'`; ,~ .. Date ~ , a -al_~~ ~~OF T"~A~ City of Yelm Permit Fees Schedule a n Community Develop ment Department ~'~' "~ ~ ~ ~ Permit No: BLD . Building Division . -08-0016-YL Phone: (360) 458-8407 •- ~S ~r ~ ~ ~ S FEg 2 2 2008 ~~31~ YELM Fax: (360) 458-3144 ~ ~,j~' ~~ ~ ~~~ , '-- Applicant: , Name: Hom, Merle Phone: 360-4007437 Address: 14948 89th Ave SE City: Yelm State: WA Zip 98597 Project Information: ~,1~w~,-r~~,r*Y~.~~~,~„ Project: Bella Housa Rec Center Description of Work: 3051 sf Rec Center Site Address: 91st Ave SE Assessor Parcel No. 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 2,178.15 --------- 993.75 --------- 1,184.40 --------- 5.6000 ---------- 211.5000 $1,000 Building Plan Review 100 001-345-83-00 1,415.79 0.00 0.00 0.0000 O.OD00 Mechanical Permit 032 001-322-10-00 88.00 0.00 0.00 0.0000 0.0000 Plumbing Permit 032 001-322-10-00 97.00 20.00 77.00 7.0000 11.0000 Fixture Sewer ERU 802 412-343-50-01 17,655.00 0.00 17,655.00 5,885.0000 3.0000 ERU '~.~'6*-r•. Sewer Inspection 805 412-343-80-00 435 0.00 435.00 145.0000 3.0000 ERU /' Water ERU 715 401-343-80-02 4,500.00 0.00 4,500.00 1,500.0000 3.0000 ERU Water Deposit Commercial 740 402-389-00-00 120.00 0.00 120.00 40.0000 3.0000 ERU Traffic Facilities Charge 420 120-345-85-00 0.00 0.00 0.00 1,276.0000 0.0000 Peak PM Trip Sewer Deposit 742 402-389-01-00 150.00 0.00 150.00 50.0000 3.0000 ERU Commercial 105 001-345-85-00 976.32 0.00 976.32 0.3200 3 ,051.0000 square foot Fire District Impact Fee 160 001-386-00-00 4.50 4.50 0.00 0.0000 0.0000 State Building Fee 712 401-843-80-01 300.00 300.00 0.00 0.0000 0.0000 Water Meter (Commercial) TOTAL FEES: $27,919.76 ~~~ ~ ~~ ~ c~u ~~~-~~ CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: / ' l ~' Y G ~~/ }f /~ ~rparcel #: L~ ~ ~ ~J` \ ~ C~} (~ Zoning;,- Current Use: Proposed Use~c.i.~- =.~..- ~~~ ~~ '~ New Construction r Re-Model / Re-Roof /Tenant Improvement Plumbing i Mechanical ~~ Fire _Pr\enUSuppress/Alarm i ~ Other Project DescriptioNScope of Worfc-- ~ ~ , ; ~,.,~ ~~ ~ _ L,L,,,` Building Area (sq. ft) Parking Garage -~ 1 ~` Floor ivy ~ 2"d Floor -- and Floor - Building Height t`~` ~ 3~~~ Copy of City Mitigation documentation (TFC). I hereb ertify that the above Information is correct and that the construction on, and the occupancy and the use of the abovq~des abed props in accordance with the laws, rules and regulations of the State of Washington and the City ~if Yel ~ - - ~} 1 Applican~'s_SlOnature ate Owner d Contracto~J Owner's Agent /Contractor's Agent /Tenant (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 105 Yelm Avenue West (360) 468-3835 AO Box 479 (360) 458-3144 FAX Yelm, WA 98697 www.ci.yelm.waus 3 ~-~-~ c~-'~ Are there any environmentally sensitive areas located on the parcel? _~ If yes, a completed environmental checklist must accompany permit application. BELLA HOUSA VILLAGE, LLC 373 -~ ~ ~ ~ ` ` v 1 ~~ '~1 L _~ ~ j ~~ BELLA HOUSA VILLAGE, LLC 373 CITY OF ~--- -- YELM P.O. Box 479 Yeim, WA 98597 RECEIPT No. 5 316 3 360-458-3244 RE~;~I*V,€,Dy~ENTY SEVEN THOUSAND NINE HUNDRED NINETEEN DOLLARS & 76 CENTS RECEIVED FROM DATE REC. NO. AMOUNT REF. NO. BELLA HOUSA VILLAGE, LLC 02/25/08 53163 27,919.76 CHECK 373 14948 89TH AVE SE YELt•I, PIA 98597 BUDGETARY 300-400-7437 LORI FLU-quo-v~t7lo-rL 3051 SF REC CENTER - 91ST AVE SE Sc7, a:~ ~ z r,~c ~ 1 V l C~ `~ • C1~~% ~~~t~~ 'f%oF ~'+EP,~ ~' City of Yelm 9 C ~~~ Permit No: BLD-08-0016-YL ~ ~ ommunity Development Departme nt Issue Date: Not Issued ~' m 5 Buildin Division 2 200 EB 2 (Work must be started within 180 days) ~ ' Phone: (360) 458-8407 qJ~~ ~ Ceipt No: yEL1VI Fax: (360) 458-3144 ~ C~~' ~ , ` t Applicant: Name: Hom, Merle Phone: 360-4007437 Address: 14948 89th Ave SE City: Yelm State: WA Zip 98597 Property Information: Site Address: 91st Ave SE Assessor Parcel No. Subdivisi on: Lot: Contractor Information: Name: Pichler Construction Contact: Phone: 360-458-9963 Address: P.O. Box 2028 City: Yel m State: WA Zip: 98597 Contractor License No: PICHLC977CQ Expires: 02/18/0949 Business License: Project Information: Project: Bella Housa Rec Center Description of Work: 3051 sf Rec Center Sq. Ft. per floor: (1st) 3051 (2nd) 0 (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 100-500k 2,178 15 993.75 1,184.40 5.6000 211.5000 $1,000^ Building Plan Review 1,415.79 0,00 0.00 0.0000 0.0000 Mechanical Permit 88.00 0.00 0.00 0.0000 0.0000 Plumbing Permit 97.00 20.00 77.00 7.0000 11.0000 Fixture Sewer ERU 17,655.00 0.00 17,655.00 5,885.0000 3.0000 ERU Sewer Inspection 435.00 0.00 435.00 145.0000 3.0000 ERU Water ERU 4.500.00 0.00 4,500.00 1,500.0000 3.0000 ERU Water Deposit Commercial 120.00 0.00 120.00 40.0000 3.0000 ERU Traffic Facilities Charge 0.00 0.00 0.00 1,276.0000 0.0000 Peak PM Trip Sewer Deposit Commercial 150.00 0.00 150.00 50.0000 3.0000 ERU Fire District Impact Fee 976.32 0.00 976.32 0.3200 3,051.0000 square foot State Building Fee 4.50 4.50 0.00 0.0000 0.0000 Water Meter (Commercial) 300.00 300.00 0.00 0.0000 0.0000 TOTAL FEES: $27,919.76 Applicant's Affadavit: I certify that I have read and examined the information contained within the application and know the same OFFICIAL USE ONLY to be true and correct. I also certify that the proposed structure is in conformity with atl applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, # Sets of Prints: easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in the State of Washington. Final Inspection: Signature Date Date: Firm By: 10/05/2007 11:38 FAX -~- wrightsoft tlr NCR dnla~ Building Analysis Entire house Black Hills Inc. ~ 003 Job: Dace: o~c u, soon By: Dean Fauat • - • ~ For. Bellahousa Village Rec Center ~esian Conditin Location: Olympia, WA, US Indoor: Indoor temperature (°F) Heating 70 Coaling 75 Elevation: 200 ft Latitude: 47°N Desi n TD (°F ~ 47 14 Rela ve humidity (%) 30 50 Outdoor: Heating Dr lb b °F 23 Cooling 8 Moisture difference (gr/Ib) 18.9 -11.5 y u ( )° Dally range (F) - 9 25 (M) Infiltration: Wet bulb - ( F~ 65 Method Construction quality Simplified Tight p~ Winds m h 15.0 p) 7.5 Fireplaces 0 ~ Heating Com onent Btuh/ft' Btuh % of load Walls 3.2 8188 8.3 Glazing Doors Ceilings Floors 27.8 18.3 1.5 2.4 8824 7763 4530 7106 9.0 7.9 4.6 7.2 °~`° „„",,, ~ _ Infiltration Ducts 0.7 2432 21777 2.5 22.1 ~~ - Piping Humidification 0 0 0.0 0.0 .,,...-' w~„~„ Ventilation 37793 38.4 ~ Adjustments 0 ""~ Total 98413 100.0 •• ~ Com Went Btuh/ft2 Btuh % of load Walls 0.9 2404 3.3 Glazing 46.8 14845 20.4 Doors 8.9 3782 5.2 Ceilings 1.5 4472 6.2 Fbors 0.3 968 1.3 Infiltration 0.1 362 0.5 Ducts 21006 28.9 Ventilation 11257 15.5 Internal gains 13540 18.6 Blower 0 0.0 Ad1ustments 0 Total 72837 100.0 Overall U-value = 0.083 Btuh/ft? °F Data entries checked. BokNhYc values have been manually weiAdien Wf fG7f'7t5~fC ~9h1-SultaReaidentlel6.0.100RSR48435 C:UJsars~0'ean Fauet~eaWnp~BF11A OF~4N.rrp Cek=NUB Orlmhatlon ~ N 2007-Od-05 08:25:51 Page 1 LG ~ L l ~ ~~ 10/05/2007 11:37 FAX 1002 Sheet 1 ^.. __ __---i F---- -- I ~~ i I Storage Mechanic Bantry i ; ' I ~~ i HBUm s" ~1 I ~~ ~ LIBRARY I,i_ ' I+ ---- -' -_.._-- ~ -.--~___» ~.. ; . i Wornens Reslroom I j ~. - -- - ,_ _ .., GREAT ROOM ~ DONNING ~ ! ! t MASSAGE `I ~ ! +, I Mens Restroom r J _ - ,~ I ,.I _ ~ Room16 ,.. _ ~ ~_._.._ f . __~ _. ~ --~ Ii L Storage HE ~ 't 5~.-..I ~~ l r,_, .., ~'1. ~-~ -^ ,,. _ ~:.. ; , .. -,... ....... ...~ ~.-r . _ ~- '~ .fit : ..._~i: ~~ 1 :~ ' OFFICE GYM i ENTRY f~ ~~ J ~ ~ __ _ _... U Job #: Performed by Dean Faust for: Bellahousa Village Rec Center Black Hills inc. 1003 85th Ave. Suite A Olympia, WA 98501 Phone: 705-8590 Fax: 705584 dean@blaCkhillsinc crm Scale: 1 : 122 Page 1 Right-Suite Residential 8. p.100 RS R48435 -~ C ~E~E, 1 ~D •. CCT~z100~ .- ~-~ STRUCTURAL CALCULATION For Bergford & Associates For P Bella Housa Community Center Lateral and Vertical ~° Design Project # 2007249-A - October 2, 2007 r r Precise En~ineerin Inc. 1011 Mellen Street * Centralia, WA 98531 (360) 736-1137 ~ Fax (360) 807-0108 e-mail: preciseengineering~comcast.net I r r .. .. STKUCTURAL CALCULATIONS For Bergford & Associates For Bella Housa Community Center -- Lateral and Vertical Design October 2, 2007 Project # 200729-A By PRECISE ENGINEERING INC. HAROLD HAHNENKRATT, P.E. .- r r 1 U- ~ ~~ C_~ ~. Project #2007249-A 10/2/2007 Page 2 SCOPE: Provide structural calculations for lateral design and vertical design per the 2006 IBC. LOADS AND MATERIA LS Roof: Mtl Roofing S.Opsf __ Pre-engineered Trusses @ 24" oc 2.9psf Roof Sheathing 1.Spsf Insulation 1.2psf 5/8" GWB 2.8psf Misc. 1.Spsf Dead Load = 14.9» 1 Spsf Snow Load = 25psf Wall: 2x6 Studs @ 16"oc Dead Load = l Opsf Floor: Slab on Grade Live Load = 40psf Wind: 85 MPH Exp. B ~_~ Seismic: Site Class = D Design Category = D Use Group = I R = 6.5,2.2 Ca = 4 ~o = 3 Soil: Allowable Bearing = 1500 psf (assumed) Lumber: 2x > 4x = #2DF 6x> _ #1DF GLB = 24f-v4 for simple span _ = 24f-v8 for cont. and c antilever. Concrete: f c = 2500psi Rebar = Grade 60 r .. Project #200724Q-A _ LATERAL DESIGN Wlnd Loading: Simplified (IBC 1609.6) Ps = ~ KztlwPs3o Wind Speed 85 mph Exposure B Roof Pitch 6:12 '. ~ = 1 Kn = 1 1= 1 ps30 = 10 (Roo17 12.4 (Wall) ps = 10.0 (Roofl 12.4 (Wall) Seismic Design Category -Conterminous 48 States _ Latitude = 46.95886, Longitude = -122.64027 MCE MAP VALUES Short Period Map Value - Ss = 117.5% g 1.0 sec Period Map Value - S1 = 37.6% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 117.5% g Soil Factor for Site Class D - Fa = 1.03 Residential Site Value = 2/3 x Fa x Ss = 80.7% g Residential Seismic Design Category = D1 Seismic Loading: Simplified (IBC 1617.5) V = (1.2SDS/ 1.4 R )Wt. `S DS R= R= V= V= 0.807 6.5 (Wood Shear Wall) 2.5 (Cantilever Column) 0.106 Wt. (Wood Shear Wall) 0.277 Wt. (Cantilever Column) ~r~~2~7 1P~ 3 1 i 1 1 i 1 1 1 I I 1 1 1 t t I 1 1 1 Q -- -~ - - - - --5fi'.o•- - -- - -- ~3'-8" - ----8'-8•--~ 3'•8•----3~- fi'-p" - 3'-0•-r- 5'd' 3-0"-r:-g'-g•._ .._I _g'-0' i.3-0"8~ i '^~--4 - - I - - - ~ '' '~"-. 7 I I. - II, (wd~ pn I ~ ebma - ~ ~ ~ ~ ~ ~ - --- ;~ -, --r urewa I i `'! I b I ~ ~..., .. PANTRY ~~ - i- ~. , i ~ LIBRA~~Y ! ~ m - .~ ~ I ~--_ m ' STORAGEIMECHANIGAL ; ,.~a~~ b ~ ~ =-i O zm I '+ ~,- I II ~ 61 ~ n TMlsgoau i m ~ - -? ~ L i I W! -1 II ~ P°' I II racaw ne AOOU % N '1 , j ( - - lutnwr ~ ' l eomq --~J~ aexoR I~_ Lon I-I I O - ! ~;A vacmlwcixrewaow -jrei - -- ' __ w. - .. il.._ ` i ~ ~ O - ~. m -'°-~ v ~ ~, I ~~~_ I , .. .;~-..;.,..,. _ - ~ KITCHEN ~ ~~, I ~J ~ NI-- ~, - - I rAi' ~ 0 _ ,~ / a „~ ~ ~ ~ _ -~ ' ~~ „- ~I j' __ rac~a.p non aoou~ ~~ ~. ~ ~ ~ ~--- ~ 4~~~ ~~-' ~ '9 I -~j ~ WOMEN5 RESTROOM~ -" Netl e I f, m I ~ ,t7w9 F r---- ~~-' r' ~ li Ci _- _. ~~ I ! ,~ Ila Claw T6 r00Y ~ '. o roceuwnaevoow ~"°~ ~ GREAT ROOM I q ~ 1~~=~' U c ,tiwrt i' MASSAGE _ ---x ~, , ~ a4 -~i, vaacnvp4Mnemou ~ raaa.+on+aaoau II -~~" DINING ~ m~- ', ~, MEN'3 RESTRWM ~ ~ vl eqn ~ I>] I col ~ouew 7xletoae ~j ~ I ~ ~ -Gar '9 i I ~ = i srouAGe ~ STORAGE ~. u~mai I .. - n 675gh -r ~ _ 1 _- I-. ~ iUiNYE ~_ `AiKGaA I k I ,- ~. ,I ArOVE Ix Ae11C _ I r4CElMGiIKgpW ~ ~ in axixu nwn pss ~~ m I ~~ 'a 1 ~ I J rMlFiexeAeFNN y,,, ., -- evawwai eu x6n 1 I i ~b011' yp -. ~ti_.. _ Ixe MPi 01 I M EtE ~ PIL ~ ~ Ai11CTfiAe9FS v i - - ~G -'l ppl~ y~ -~^ } _ .. Y6lEa f011 iVPoMCE ...I - li ~'~$ 4 ~j- I I ~~ I 4 vac~wrxlsnoow ( b m ~II~ GYM OFFICE I -~ ~ e TJ ~~eyr .ls "7n ~ pad ENTRY i~~oa: raccuamau~~ ~ ° ~ rar~awmlraaw ~ 5 h ~ I ~~~ ~~ ~~ I ~ ~ n~_~~~I ' -- - vacawnvsroa ~ _~- _ I = _ ~.: i I ~ I ;, ~ ~I o ~t j _ ae xoq _ aeelon eee~ron _ «us woe ~ _ -~_ . i O - I ~ ~ I ~ O ~~-'~ -,3'-fi•- -.~ i IIi~~~I iI~>,rjl I ~ ~ 'I~~' -I. ~~;, I' I ~ o I °-4'.111f1• ~r-0".i2,-r-r-0•~,~-"!-e'-0• ._{--;=~rs•-z-r,.rs-~'.~.~r.~.,: _ 12,x. _ _~a,-~,., - -28'.2,12'- _. --- ----°----- ifi'-p"- -- -!~ ~N / ~~„~, L Project #2007249-A One Story Wind to Diaphragm Wind Main Floor plate 9.1 Roof 10 Walls 12.4 l 0/2/2007 Page 5 Diaphragm Roof Ht. Gable Ht. Wind Load Length Total Load 1-2 Roof 6.5 0 121.42 10 1214.2 2-3 Roof 0 8 155.62 58 9025.96 3-4 Roof 8 0 80 14 1120 SUM 11360.16 Roof Ht. Wind Load Length Total Load A-B Roof 0 6.5 137.02 56 7673.12 B-C Roof 7 0 70 4 280 SUM 7953.12 ~,~,' S ~ `~ V j 7~,~.r~ s /~ ~l v A~ ~~ l.~,a L L ,i ` O ~~, . Precise Engineering, Inc 102 Otto Road Centralia, WA 9531 DIAPHRAGMS Page Of •d "o ~. N O 0 J N A Label Level Loading i Width Length Shear V Shear v Dia. Tie Moment T=C Nailing Requirement 1-2 Roof fl (P 121.4 (ft) 10.0 (ft) 14.0 (Ibs) 607.0 (plf) 43.4 H1(in) 134.2 A35(in) 124.5 (ft-Ibs) 1517.5 (Ibs) 108.4 8d@6 Cap=170 2-3 roof 156.0 58.0 48.0 4524.0 94.3 61,8 57.3 65598.0 1366.6 8d@6 Cap=170 3-4 roof 80.0 14.0 32.0 1120.0 35.0 166.3 154.3 7840.0 245.0 8d@6 Cap=170 A-B roof 137.0 56.0 32.0 3836.0 119.9 48.6 45.0 53704.0 1678.3 8d@6 Cap=170 B-C roof 70.0 4.0 23.5 280.0 11.9 488.5 453.2 560.0 23.8 8d@6 Cap=170 a 0 N b ~ ~ N QQ ~ ~ O 0~ J LOAD TO LINES Roof Line # ~:~ :i ;: > ;~" :~ ; •'~ Level '~~ '` ~ ''~` ~ Total ~ `~ _ A`'~ >,~ :;~ ,.; < Sub Total Total v 0 ~ 1 607 '-' G ~ ;~ ~-- ~ ~ 607 a ;: ~ ;-~ ~ ~~ 0 0 s : -- ,-- ~ 0 0 607 2 607 ~ 4524 ~ - ° t : : < < 5131 ~ ~` f <~ 0 0 ~ ; : ; ~ ~ ~ 0 ~ A -; ~-•~ ~ 0 5131 3 4524 _1120 ~ ~~-~ 5644 ; >~ ` ~ z -~ ~-` 0 p ` '. s ~~ 0 ~ ~-~ ' D 5644 > ,--~ ~ ._y ~ Sum 11382 E ~ s ~ -- ~-~ ~ ~ ~ Sum : 0 11382 0 v ; A 3836 > ~ ~ ~ -~ ' • : ; : ~ _; " s - 0 0 '. ~-~ # ;; ~ 3836 ~ ~ fi ~~ a ~ -~ 0 z --< 0 3836 B 3836 " 280 '' - 4116 ~ ~ ~' - < ~ _~~ <; ~ ~ 0 ~~.; 0 4116 ' : -^y -~~ ~ ~ Sum 7952 ~ ~ v ~ ~ '< p 0 >. ,~ ;. Sum 0 7952 0 r ~ 0 0 b M o, ~. N 0 0 J N Y 0 b N Pw„ N nt O O J J Anchor Bolt Capacity 112' Dia. 2xSill = 912 518" Dia. 2x Sill = 1326 x 1l2" Dia. 3x Sill =1120 5l8" Dia. 3x Sill 1664 Plate Height 1siFloorWallHei ht= 9.1111 2nd Floor Wall Hei hl = 3rd Floor Wall Hei hl = Haldown Calloul Slze Ca acit A PHD2 3610 PHDS 4685 PHD6 5860 HDDB A'i~5 b JOB: ~ Date: gr ~• Sheet: page 01 N O Shea r Wall Calloul Size Ca aci N 1 10 6 310 If 'p 2 tOd@4 460 plf ~ 10d@3 600 plf O N ~ ~ ~ N ~ O ~ O ~ J '- Project #2007249-A 10/2/2007 Page 9 TYPICAL SHEAR WALL NOTES Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall and have a __ 3x3x1/4 plate washer. All wall sheathing shall be 1/2" CDX plywood, 5/8" T1-11 siding, or 7/16" OSB with exterior ~-- exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. -- All nails shall be 8d or l Od common (8d common nails must be 0.131 inch diameter, Senco KC27 Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. M Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent hold downs by United Steel Products Company "Kant-Sag" that have ICBO approval can be substituted in place of Simpson hold downs. All floor systems must be blocked solid below member that the hold down is attached to. This block should be equal to or larger than the member the hold down is attached to and be placed as a "squash block". All double and triple studs shall glued and nailed together with l Od's at 3" o.c. for each layer. All 4x studs are to be #2 DF and a116x studs are to be #1 DF when used for hold downs and shear walls. ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG-FIR #2 OR BETTER. NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted otherwise. Nail all holes with 16d sinkers. SHEAR WALL SCHEDULE sheathing nailed with l Od's at 6" on center all edges. ~ ` `sheathing nailed with 1 Od's at 4" on center al] edges and 4x or 6x studs at anel ed es. P g .. HOLD DOWN SCHED ULE .~ It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all structural framing. Anchor bolt to be located nearest the corner or opening at the end of the shear wall. All foundation vents to be a minimum of 12"off centerline of the anchor bolt on either side. Holdown stud to be coordinated with shear wall panel edge framing requirements. Larger stud size controls _ O PHD2 attaches to concrete foundation with a 5/8" dia bolt with 15" minimum embedment into concrete. PHD2 attaches to double 2x studs or 4x or 6x stud with (10) Simpson SDS 1/4 X 3 Wood Screws in wall above. r Project #2007249-A r r. .. r r ~. r r z r ~. .. .. Vertical Design 10/2/2007 Page 10 Project #2007249-A lU/2/2007 Page 11 .. STRUCTURAL NOTES ~'' General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, .,_. and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor shall coordinate between the architectural drawings and the structural drawings. The architectural dimensions are taken to be correct when in conflict with the structural drawings. The Contractor is responsible for atl bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted "- Design Criteria: 1. Live Load = 40 PSF (Floors) = 40 PSF (Decks) = 25 PSF (Snow) 2. Dead Load = 15 PSF (Roof) = Slab on Grade (Floor) = 10 PSF (Walls) = 150 PCF (Concrete) 3. Partition = 20 PSF (Floors) ,~ 4. Wind = 2006 IBC Exposure B @ 85 mph 5. Earthquake = 200616C Site Class = D Design Cat. = D ~-° Use Group = I R = 6.5 Cd = 4 ,.,,, W o = 3 M 6. Soil = 1500 PSF, Assumed bearing capacity Concrete $ Reinforcing Steel: 1. All concrete work shall be per the 2006 IBC Chapter 19. Tolerances shall be per IBC Chapter 19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06. .v 2. All reinforcing shall be ASTM A615 Grade 60 except as shown on the plans. 3. Concrete shall be in accordance with ASTM 150. --- fc = 2500 PSI @ 28 day slump = 4" maximum, 6% Air entrained. Steel: 1. Anchor bolts shall be ASTM A307 and will have a 3x3x1/4" plate washer. Carpentry: .- -'- Project #2007249-A 10/2/2007 Page 12 1. 2X structural framing shall be #2 Douglas Fir. 4x structural members shall be #2 Douglas Fir. " 6X members shall be #1 Douglas Fir. 2. Provide solid blocking in floor system below all bearing walls and point loads. ^~ 3. 2X joists shall be kiln dried and stored in a dry area prior to installation. The moisture content of all wood shall be less than 15%. 4. Roof trusses shall be by apre-approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Truss shop drawings must be stamped by a licensed engineer and be on site at the time of construction. Preliminary truss drawings must be reviewed prior to construction. It is the truss manufacturer's responsibility to inform the engineer of record of any changes from the preliminary truss lay-out. Girder trusses to have a minimum of bearing studs equal to number of plies of truss. All -~ girder trusses shall have Simpson HGT tie down at either end to match number of plies. Truss manufactures are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. Contractor to coordinate bracing with engineer of record as required. 5. Glue laminated beams shall be 24F-V8 for cantilevered or continuous beams and 24F-V4 for simple spans. (Fb = 2,400 PSI) (Fv = 190 PSI) (E = 1,800,000 PSI) (FcL = 650 PSI) 6. Continuous and cantilevered glue laminated beams shall not be cambered. All other glue laminated beams shall be cantilevered for U480. See the framing plans for any exceptions. -- 7. All manufactured lumber shall be by Boise Cascade and have the following structural properties: ,~ Versa Lam (VL) (Fb = 2,800 PSI) (Fv = 280 PSI) ~- (E = 2,000,000 PSI) (FcL = 750 PSI) 8. Sheathing at roof and floor shall be laid with face grain perpendicular to supports and end joints staggered 4'-0" on center. Provide 1/8" space at panel edges as required by panel manufacturers. Floor sheathing shall be nailed 6" o.c. edges and 12"field with 10d's and roof sheathing shall be nailed 6" o.c. edges and 12" o.c field with 10d's unless otherwise noted on .- the drawings. 9. Block and nail all horizontal panel edges at designated shear walls. Hardware: ~• b.. Project #2007249-A 10/2/2007 Page 13 All connection hardware shall be Simpson "Strong Tie". Connection hardware exposed to the weather orsoil shall be treated as in steel above. CAUTION: M PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS. BRACE PER RECOMMENDATIONS. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. .• .. .. .~• r .. .. ~. .~ C--- - ------ - __- ---- -- ---~'.~- -- -- II --- ~'-~• -- - I i Mae mml ~ i I ~ r I ,!'~ -~ U :wDi 1 --~--_ -i-- -- - - - -- {- ,~,,,_ I . ~, --~ ~ ~ ~ , ~ ~ ae aon ~ ~ ~ I IHa~ _ ~ + y PANTRY '~ -; `-r• EE LIB STORAGFIMECHANICAI. _ ~9 `~n ~ °n' ~ f ~ m,svn ~I -! -_.~-•~... I ~ b- nlgn naa~ ' m i ~ ~. _ » \_ ! ~ ~ ~ - ~ ~~ PP Pu ~ receWClws now s I00~- - - N ~ ~ -~~~-~ ~ ~ _- - ~ ~,- ~ ' o +? I PPCWgtlp gOpl - ~ N 'Pm' ~ t ~, ~ ---, ~ .~ ~' ..F~, -_ I '" ? KITCHEN fIIS~~ -- --- j0 I ~ _ ~ .. __~ ~. r' -I' I -_ ~ ~' I ~~ 1~: M+I aPrnuw n4 aow` !{-~_~ ~ '~..~~~I ..n~4-0 -f F m ~ wco I ~ WOMENS RFSTROOM ,,II r"" s _- ~2~ 177M~ r ~ . r 'f-s MPI s N I -- - _ ~,~ ( ~I ~ ~ Iraceiwo nsaxaax ~ ^~ ~' ~~ L~, -- ~ - ~ - racouwmsnoou ~") I GREAT ROOM ~ ~ ~ - MASSAGE __ ~ ~ , -- ' .Ili - -EO11 ~' YaO{Upi~K ROOY ~ PPCE¢NO11q ROpl I ~ I K i 4 ,a.w u ~ ~, _- I m MEN'S~RESTI20DM ' ~ ~ ~ DINING ! ~ - . :tot qA SUt epn ~ I LL ~~ 57 Hacf ~ ~racEwlosMy Pew ~2 PIRI I ~ "'u e ~ i tal N ! I I ~~ asx STORAGE ~ ~d ~ ' _ 0 ,vwn ~ . I ~~ ~y,wrc 1 - - - ~_ ~~ ABOVE BATIK - X09 ra CBLMOMSPOON ~ ~ ~ ~ ~ i~_ 1 q{QS '.9/' ~ Y 11j I,i11C 5V N - _ _ _ -__, -~ 1 ' ' . r 91E_IIOA ', EFMKtl W,LL I .. ~ ... .{EV- __ - ~;-- - _ eA MUR •p~ YPIE 1~ ' /FOP FuBNC( I ~ 'M ~ ~ - ~ ~ ~j I' j - ~ - -` '' ~ ~ ~ ~ "'°j l 1 ~ ~ ~ IPOEPlB Tp B]Iq ~ I Q m ~ ~ I lld GrM oFrlcc I _,' P~ I I ~ I~ ~~ 7,7s9a ~ fl5sgn I pOB ENTRY T (-ood ~ ~ W R _ yy vaca~nnn.sum~ - i VA{ Pa OBIIMTIq FOOM 3?S SOB p~ ! - b ~ I-~11 ~ - I ~ •~ sruairo Brle now I ~ I I ~_L-'_- i i ~ I l i v i } (~0T - ooc b I I~- _- _ 1--~ - - - _ - .,, Bri Mpl sre non ara ion __ l~ - ~' II - - ~ III o __ w ~ ~ ~ -~ I ~ ~ I'I I~ - - ~ ( ~ ~ N ~^~±`'" --+a'~-- - ~ ~ ~ III' I ~~~~!-1~, I ~ ~ 11~~7~~ ~~ n~~~~ I I ~ ~ o i T ~ ~ I I I ~ --a'-„+rz• z~s°~r.z^.-ra ~ k''''-~-c~m ~+~'~~rs_r. ~ ~ ~r•mJ-r-e•<- - - +s'a•-- - ~ rs,rr r'`z'~'`~'•~`I+'-g'.-- --- +z'~^ - - - - _~•_-'- 18'-8'.--- ~-- Project #2007249-A Title Dsgnr: •- Description _ Scope: ~ Rev: 580006 - User: KW-0607446, Ver5.8.0, 1•Dec-2003 - `(c)1983-2003ENERCALC Engineering Software Timber Beam ~ Joist 10/2/2007 Date: 8:04AM, J2 OC1~0715 1 ode Ref 19~+,r•~001 NDS, 2000/2003 IBC Beam A Beam B Beam C Beam D Beam E Beam F - ---• ......, ,••• Timber Section 5.125x12 Beam G Beam Width 6x8 VersaLam5.25x9.5 6x8 6x8 5 Beam Depth ins i 5'125 5.500 5 500 .125x10.5 VersaLam5.25x14 Le: Unbraced Length n ft 12.000 2 00 7.500 9.500 . 7.500 5.500 7 500 5.125 5.250 Tlmber Grade . bouglas FH 24F - 3.00 8.50 6.00 . 12 50 10.500 14.000 Fb -Basic Allow , V4 Douglas Fir - Larch, No.2 Boise Casork Versa Lam 2800 D°uglas Fir - Lards No.2 . Douglas Rr - Larch N 2.00 Douglas Fir, 24F - 12.50 Boise Cascade, Fv -Basic Allow psi 2 875'0 2,800.0 , 875 0 , o.2 V4 Versa Lam 2600 Elastic Modulus ksi~ 240.0 1 80 170.0 190.0 . 170.0 875.0 170 0 2,400.0 2,800.0 Load Duration Factor ~ , 0.0 1 150 1,300.0 2,000.0 1,300.0 . 1,300.0 240.0 1 800 0 190.0 Member Type R . GluLam 1.150 Sawn 1.150 M 1.150 1.150 , . 1.150 2,000.0 1 15 epetitive Status ~ N anuf/Pine Sawn Sawn Gl L . 0 o NO NO NO u am ManufJPine Center Span Data No NO NO Span Dead Load ftl #/ft 14.75 26 3.00 8.50 6.00 12.50 12 00 12 Live Load I #/ft 8.00 395.00 209.00 307 00 322.00 285.00 60.00 . .50 Point #1 DL Ibsl 2 288 00 . 537.00 475.00 100.00 485.00 1 002 00 LL °~ X Ibs , . 3,366.00 1,810.00 2,809.00 , . 1,108.00 - - ft~ - 2.000 4.250 1,630.00 Results Ratio = 0.8554 _ 0 1345 - 0 - 6.000 Mmax R enter ~° in-k 289 53 . .8482 0.7935 0.7277 0.6332 0.9347 @ I ft . 6.19 6.97 1.50 213.43 4 25 41.04 37.50 164.16 496 33 fb :Actual Fb :Allowable Psi sis 2,353.9 2 7 135.1 . 2,702.7 3.00 795.9 6.25 727 3 6.00 . 6.00 p B , 51.7 1,004.6 3,186.3 1 003 0 . 99 1,743.2 2,894.1 fv :Actual endin OK 9 Bending OK Bending OK , . Bending OK 9.4 Bending OK 2 752 8 Be di •5 Fv :Allowable psil 223.2 16.4 160.6 65 7 n ng OK Bend ng OK _ Psi ~ 276.0 Shear OK 195.5 Shear OK 218.5 She K . 195.5 32.9 195.5 108.8 276 ~ 204.2 ~ Reactions - -- r O Shear OK Shear OK -_ _ ' Shear OK 218.5 Shear OK _ @ Left End DL Ibs 3,954.26 313.50 2 323 50 LL Max. DL+LL Ibsl Ibs 5,822.72 9 460.50 , . 3,686.75 1,425.00 375.00 1,710.00 4,832.41 @ Right End DL Ibs ,776.98 2 2 774.00 6,010.25 2,280.00 1,000.00 4 560 00 ~ b0 LL M Ibs , 86.74 3,369.53 313.50 460.50 2,323.50 3 686 75 855.00 375.00 , . 1,710.00 11 942. 4 788 09 ax. DL+LL ___ Ibs 5,656.27 774.00 , . 6 010 25 1,425.00 625.00 2,850.00 , . 7 044.90 IeflectionS , . 2,280.00 1,000.00 Ratio OK Deflection OK Deflection OK Deflection O 4,560.00 , Center DL Defl i K Defl ection OK Def lection OK De flection OK UDefl Ratio nj -0.294 601.5 -0.002 23 757 9 -0'107 -0.033 -0.131 -0.149 -0 188 Center LL Defl in -0.433 , .0 002 956.0 2,177.8 1,144.0 963.8 . 797 2 UDefl Ratio Center Total Defl ~ ~ 408.3 . 16,174.0 -0.167 611.3 -0.055 1 306 7 -0.219 -0.249 . 0.277 Location in ft -0.728 -0.004 -0.274 , . -0.088 686.4 -0 350 578.3 541.8 UDefl Ratio l 7.080 243 2 1.500 9 4.250 3.000 . 6.250 -0.398 6 000 -0.465 I ,622.9 372.9 816.7 429 0 . 361 4 6.250 . . 322,6 cnr,n Project #2007249-A Titfe Dsgnr: Description Scope Timber Beam & Joist 10/2/2007 Jobj~aQe 1 b Date: 8:15AM, 2 OC~07 3 ~ft Timber Member Informatio : n ode Ref: 1997/ 2001 NDS, 2000/2003 IBC 2003 , NFPA 5000. Base allowabl Beam H Beam I beam Timber Section I silo Beam Width ink 5 500 sxa sxa Beam Depth inj . 9 500 5.500 5.500 Le: Unbraced Length ft . 6 00 7.500 7.500 Tlmber Grade I . 2.00 6.00 Douglas Fir - Larch No 2 Douglas Fir - Douglas Fir - Fb -Basic Allow psis , . 875 0 Larch, No.2 Larch, No.2 Fv -Basic Allow . 875.0 875 0 Elastic Modulus psll ksil 170.0 1,300.0 170.0 1 300 0 . 170.0 Load Duration Factor , . 1,300.0 Member Type I 1.150 1.150 1.150 Repetitive Status I Sawn Sawn Sawn _ No No No Center Span Data Span Dead Load ft ~ 6.00 5.00 6.00 Live Load #/ft #/ftl 479.00 705 00 232.00 135.00 --- ReSUItS . _ 388.00 225.00 Ratfo= 0.7714 0.4486 0.3759 --- Mmax @ Center in-kj 63.94 23 25 ~° X - ftl 3.00 . 2.50 19.44 3 00 fb :Actual Fb :Allowable psl~ i 772.8 450.9 . 377.0 ps I 1,001.9 1,005.1 1,003 0 fv :Actual Bending OK is Bending OK . Bending OK Fv :Allowable ps psis 75.9 19 42.4 31.1 5.5 Shear OK 195.5 Shear OK 195.5 Shear OK 1 d @ Left End DL LL Max. DL+LL @ Right End DL LL Max. DL+LL reflections Center DL Defl UDefl Ratio Center LL Defl UDefl Ratio Center Total Defl Location UDefl Ratio 7.00 m- - 580.00 405.00 5.00 970.00 675.00 2.00 1, 550.00 1, 080.00 x.00 580.00 405.00 i.00 970.00 675.00 ?.00 1,550.00 1, 080.00 OK Deflection OK Deflection OK -0.027 -0.013 -0.016 2,633.4 4,623.0 4,597.6 -0.040 -0.022 -0.026 1,789.2 2,764.2 2,758.6 -0.068 -0.035 -0.042 3.000 2.500 3.000 1,065.4 1,729.9 1,724.1 Page 1 of 2 BELLA HOUSA VILLAGE, LLC Walk-Through Punchlist issued on November 20, 2007 Dear Community Development Department, Thank you for conducting Bella Housa's initial punchlist in Nov. 2007. Presently, of all punchlist items #1 - #42, item no.'s #1 - #30, #33, #34, #37 - #39, #42 are completed. The balance of punchlist items #31, #32, #35, #40, #41 have `Intent of Action" letters provided ~~ith this letter. Please review the pending punchlist items for acceptance, thank you. Sincerely Yours, /~~///~/ ~ 1 Merle Hom, Managing Member Bella Housa Village, LLC (360) 400-7437 office (360) 400-7450 fax MerleHorn~Comcast net ~'yt . _u i ~ I- j~ . ~ ~J ,~ x_ R - - `•. } MERLE HOM, Member Manager Bella Housa Village, LLC ,~ ~_. Stay Healthy, Active, & Sma~7 14948 89~^ Ave SE Fax (360) 400-7450 Yelm, WA 98597 www.BellaHo~sa com Office (360) 400-7437 MerleHom~~~C~~.n;~~~astnel Page 2 of 2 BELLA HOUSA VILLAGE, LLC Intent of Action Letters for Walk-Through Punchlist issued on November 20, 2007 Remedy of item no. 31 as follows; The bare wires and conduits exposed on lot# 14 and Recreation Center tract are only temporarly placed for irrigation system. The final burial of conduit sleeving will be placed at completion of the Rec, Center. The control panel for the irrigation system will be permanently affixed to the Rec. Center building as well. This is our intent for remedy to this punchlist item. Remedy of item no. 32 as follows; The stop bars will be installed when the ecology blocks are removed. The ecology blocks are situated just infront of the area where the stop bars are to be located. These blocks are placed for the purposes of site security, and have worked well so far. Management of Bella Housa would like to eliminate the possibility of defacing these stop bars during the course of site construction. We intend to remedy this potential problem by installing the stop bars at final occupancy of Rec. Center. Remedy of item no. 35 as follows; The crack in the mail box slab at the furthest East end of development will be repaired when the concrete pour for the Rec. Center patios are completed in roughly three-weeks, and or April 30, 2008. We intend to remedy this item by reinstalling an epoxy joint sealer, and or full removal and re-install of the mail box slab between expansion joints. Remedy of item no. 40 as follows; The landscaping and' irrigation around the Rec. Center will completed in the regular course of construction sequence so that damage of surrounding area and owner costs are minimized, and or eliminated. Installation tentatively scheduled July 11, 2008. Remedy of item no. 41 as follows; The Rec. Center patio seating and adjacent landscaping will completed in the regular course of construction sequence so that damage of surrounding area and owner costs are minimized, and or eliminated. Installation tentatively scheduled July 11, 2008. City of Ye m November 20, 2007 Merle Hom 14948 89'h Avenue. S.E. Yelm, WA 98597 RE: Bella Housa -Initial Punchlist Dear. Merle: Community Development Depcxrtment 105 Yelm Avenue West P.O. Box 479 Yelm, WA 98597 ~, ik J~u~'" ~~ C~+'e~P r~('ad~" ~ . ~~~~ d~ 'jam ` The City of Yelm has completed the initial punchlist items for Bella Housa. Please see comments listed below: Water Department Comments: 1. Lots 1 & 2 raise meter setters and clean out box, setters too low 2. Lots 3 8 4 raise meter setters and clean out box, setters too low 3. Lots 5 ~ 6 raise meter setters and clean out box, setters too low 4. Lots 7 8 8 raise meter setters and clean out box, setters too low 5. Lots 9 & 10 clean out meter box 6. Lots 11 & 12 locate meter box, unable to find, covered 7. Lot 13 meter setter to high, must be lowered 8. Lots 14 & 15 raise meter setters and clean out, tree is too close must have minimum of 3 foot separation 9. Lots 16 & 17 raise meter setters and clean out box, setters too low 10. Lots 21 & 22 clean out meter box and spread setters apart 11. Lots 23 & 24 clean out meter box 12. Lots 34 & 35 lower meter setters, setters too high 13. Lots 36 & 37 replace meter setters and lower, setters are too high and both are bent one is kinked 14. Lot 38 sewer air release is to close to meter setter, must have minimum of 10 foot 1~ ~~D separation ~ 15. Lots 40 & 41 square meter setters in box 16. Lots 48 & 49 NO WATER to meter setters, raise meter setters, setters too low 17. Lots 50 & 51 square meter setters in box 18. Lot 52 lower meter setter and clean out box, setters too high 19. Lot 4 irrigation hose stub to close to sewer must have minimum 10 foot separation 20. Lot 7 irrigation control valve to close to sewer, must have minimum 10 foot separation 21. Lot 13 irrigation control vale to close to sewer, must have minimum 10 foot separation D t)22. Locate meter box and setter for Club House, unable to find 23. Lot 15 8 16 irrigatio ~ control box and hose stub to close to sewer, must have minimum. 10 foot separation 24. Lot 19 irrigation cont I box to close to sewer, must have minimum 10 foot separation ~~ 25. Lot 22 irrigation control box to close to sewer, must have minimum 10 foot separation (360) 958-3835 (360) 458-3]44 FAX www.ci.yelm.wa.us 26. Lot 36 irrigation control valy Sewer a to close to bC,~ 27. '~epartrnent: Sewer, must Air release v have mini insulation aloe at sta. 7+ ~ murn 10 foot se 28. All irri °n lid irate ' 42.9 has partition gation lines andr needs to b a broken and 18 appurtena a fixed riser, the lid vert'cal inches races needs or they need to b need to have a se Scre e sleeved. partition ws and the GU29. u~nDeVelop-nent Co °f 10 horizontal feet pp 30~ out all storm catcmments: g up the h basins Bare wires an~ade behind side and manholes. walks, 1 ~, These will conduits are belo ~~/ ~ to need to be re exposed above w sidewalk. u~'' ~. 33 bars re re moved if to ground at ~./ ~ move all quired at both ends p0ra ~Y or buried ' me prOpOSed ;~ Barricades re aterials adjacent to lots 791 Ave. Burne tpermanent, club house location, Crack ' quired and Rd. and Mt. Uew Rd~---- . re 'n sidewalk b at both ends of side 8' placed from joint Y mail boxes walks that do 37 Installation of tOJoint. C.F '.painted red. not continue. ~ gates at both ~ This will need to pproved landsca ends have of CL pe plans show of pathway is re the sidewalk panel a (Males " the installatio quired. ccent trees.. ply Sentine/" n of street trees . Street ~ and Gallery pear within the trees must bee ita e (f'Yrus ca//e plat consisting 3 Recreation Ce elect to deter mss. r1'ana chantic%er' Patio/S rater landscaping to bem'ne Species. ~ aS the eating area and tables nstalled Cto the recreation center t0 alon prior to final 'Clean u be installed ith the associated la plat apprOVal. down to 3landscape areas alo prior to final plat a ndscaping proposed feet. rag either side of the pproval. adjacent pathway where the pathway narrows ~u are ready for a reins additional questions pection please ~i.yelm.wa.us, or comments pleasleStevnO arrington at 360- 8423 do hesitate to c 458- all or contact If you me at ~- 'ngton Bering Inspector of Community Devefop~ent Page 2 of 2