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20090025 Permit Pkg 021109City of Yelm Community Development Department Building Division Phone: (360)458-8407 Fax: (360)458-3144 Permit No: BLD-09-0025-YL Issue Date: 02111/2009 (Work must be started within 180 days) Receipt No: 59041 Applicant: Phone: 458-9775 Name: Evenson, Roger 7 City: Yelm State: WA Zip 98597 Address: 14409 Hwy 50 Property Information: Site Address: 14409 Hwy 5-07 SE Assessor Parcel No. 21726410200 Subdivision: Lot: Contractor Information: Name: I W S Contact: Sachs, Ingacio Phone: 380-568-7712 Address: 8828 81st Ave. SE City: Snohomish State: WA Zip: 98290 ConVactor License No: IWSCO"253NG Expires: 05120109140 Business License: Project Information: Project: Evenson Arena Description of Work: 3380 sf. additi on to exiting covered areana Sq. Ft. perfloor: (1st) 0 (2nd) 0 (3rd) 0 Garage 0 Basement 0 Heat Type (ElecVic, Gas, Other): Fees: Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Item Building Permit -Other 416.50 0.00 0.00 0.0000 0.0000 $1,000 00 Building Plan Review 270.72 0.00 0.00 0 0 00 0.0000 0 0000 0.00 0.0000 State Building Fee 4.50 . 4.5 . TOTAL FEES: E691.72 Applicant's Affadavit: OFFICIAL USE 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 # Sets of Prints:_ Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of~,ecord. If applying as a contractor, I futher certify that I am currently Final Inspection: registered in the St~t~q.Was i n. / _ G j Date: Signature ;- / `" Date ~ - ~ ~ C By: Firm J - ~~F7'1iEp~ ~ City of Yelm Address. 14409 Hwy 5 Project Information: Project: Evanson Arena Description of Work: 3360 sf. addition to exiting covered areana Site Address. 14409 Hwy 5-07 SE Fees 9~ Community Development Department d ~ Building Division Phone: (360)458-8407 YELM Fax: (360) 458-3144 Applicant: Name, Evenson,Roger O7 City: Yelm Permit Fees Schedule Permit No: BLD-09-0025-YL Phone: 458-9775 State: WA Zip 98597 Assessor Parcel No. 21726410200 Acct Code Item Fee Base Amt Unit Fee Item -------- ------ ------------------------ Building Permit -Other ------------ 032 001-322-10-00 416.50 0.00 0.00 Building Plan Review 100 001-345-83-00 270.72 0.00 0.00 State Building Fee 160 001-386-00-00 4.50 4.50 0.00 TOTAL FEES: 5691.72 CITY OF YELM 105 Yelm Ave. W. Yelm, WA 98597 360-458-3?_44 (RECEIVED ****SIX HUNDRED NINETY ONE DOLLARS & 72 CENTS RECEIVED FRC?P,~ ROGER EVENSON 14409 HWY 507 SE YELM WA 98597 -09-0025-YL DATE REC. NO. 02/12/09 59041 BUDGETARY LORI Unit Rate No. Units Unit Desc 0.0000 0.0000 $1,000 0.0000 0.0000 0 0000 0.0000 RECEIPT No. 5 0 ~ ~ 1 AMOUNT REF rdG 691.72 CHECK 2009 L CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: `~ ~~ ~ ~~ '- ~ ' ~ - ~ Parcel #: , ..1 Subdivision: Lot #: Zoning; D New Construction 6 Re-Model / Re-Roof /Addition ^ Home Occupation Sign ^ Plumbing ~ Mechanical ^ Mobile /Manufactured Home Placement ~~ Other Project Description/Scope of Work: /~ .~ ~~ ~ ~ ~~. `)~~', ~ , ~ ; - ~~ :~ / ,~ Project Value: ? ~ ~ ~ Building Area (sq. ft) 15' Floor 2"d Floor Garage Deck Basement Carport Patio # Bedrooms- # Bathrooms- Heating: GAS/OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? /~- ~ If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: ,~,~. ~, ~ ,.~ ~ ~ r „ . ADDRESS ~ ' ~ ~~ il~. ~~ } ~, ~- EMAIL l'c~ ,, -~- ~ `-_/~~,f>~ ~ l c~- CITY ~ ~ STATE ~;- - /-~ ZIP ~L~~ ~; ~ ~~ -)- TELEPHONE ~ ~ c `/s ~>' - `i J ~ S- f MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # GENERAL CONTRACTOR ' f!l t. ~. TELEPHONE -= < <' - ~ :' ~ ~ ; ADDRESS '~ ~ ~ /j ~- ~ ;~/ . EMAIL CITY-:;~; i~ ;/~~;, STATE' ~ C ZIP 1 ;~.~i l FAX CONTRACTOR'S LICENSE # r ' :~ ~" ; ti ~= EXP DATE CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. - - - !- "~ _ _ _ C . ~// -Applicant's Signature Date Owner /Contractor /Owner's Agent /Contractor's Agent (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 105 Yelm Auenue West PO Box 479 Yelrn, WA 98597 (360) 458-3835 (360) 458-3144 FAX wwu~.ci.yelm.wa.us Y Look Up a Contractor, Electrician, Plumber or Elevator Professional License Detail Page 1 of 3 Information in Spanish Topic Index Contact Info Home Safety Claims & Insurance Workplace Rights Trades & Licensing Find a Law (RCW) or Rule (WAC) Get a form or publication Return to List > Start a New Search > 1:7 Printer friendly General/Specialty Contractor A business registered as a construction contractor with L~tl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Verify Workers' Comp Premium Status Check for Dept. of Revenue Account Name UBI No. ~ 600167440 CONSTRUCTION Phone No. (360) 568-7712 Status ACTIVE Address 6828 81ST AVE SE License No. IWSCO'"*253NG License Type ~ CONSTRUCTION Suite/Apt. `J CONTRACTOR City SNOHOMISH Effective Date 8/7/1975 State WA Expiration Date 5/20/2009 Zip 98290 Suspend Date County SNOHOMISH Previous License Business Type Individual Next License Parent Associated Company License Specialty 1 ~ GENERAL Specialty 2 -, UNUSED -~ Business Owner Information - Hide All Name Role Effective Date Ex iration Date SACHS. IGNACIO W OWNER 01 /01 /1980 - Bond Information ~,, Bond Bond https://fortress.wa.gov/lni/bbip/Detail.aspx?License=I WSCO* *253NG 02/11 /2009 Look Up a Contractor, Electrician, Plumber or Elevator Professional License Detail Page 2 of 3 Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date 5 TRAVELERS CAS ~t 206085318 01 /26/2002 Until $12,000.00 12/19/2001 Cancelled SURETY ~-~ ~nciir~nce Information i, Company Policy Effective Expiration Cancel I mpaired Amount R Insurance Name Number Date Date Date Date FIRST 12 NATIONAL 25000394534 05/19/2008 05/19/2009 $1,000,000.00 04 I NS CO OF AMERI FIRST 11 NATIONAL 25000394533 05/19/2007 05/19/2008 $1,000,000.00 04 INS CO OF AMERI FIRST 10 NATIONAL 25000394532 05/19/2006 05/19/2007 $1,000,000.00 04 INS CO OF AMER FIRST 9 NAT.L INS 25000394531 05/19/2005 05/19/2006 $1,000,000.00 05 CO OF AMERICA 8 FIRST SPECIALTY PGL89507 05/19/2004 05/19/2005 $1,000,000.00 04 INS CORP FIRST 7 SPECIALTY PGL89507 05/19/2003 05/19/2004 $1,000,000.00 05 INS FIRST b SPECIALTY 789584 05/19/2003 05/19/2004 $1,000,000.00 05 INS Until 2 FARMERS 79034695746 01 /10/1994 Cancelled FARMERS 5746 04/07/1982 Until 1 INS 3469 Cancelled GROUP ~~ ciimmnnt / C'mm~laint Information i~ Summons / Cause Tax Warrant Plaintiff County Complaint Complaint Judgment Judgm A Complaint Number Date Amount Date mou Id CADMAN https://fortress.wa.gov/lni/bbip/Detail.aspx?License=IVl~'SCO* *253NG 02/11 /2009 Look tJp a Contractor, Electrician, Plumber or Elevator Professional License Detail Page 3 of 3 I1 ~032057281~ ~INC ~SNOHOMISH~02/20/2003~$1,644 29 ~ ~$0 00 6~ Infraction /Citation Information J Infration/Citation Date RCW Code Type Status Violation Amount N36107 4/30/2003 18'27.200 CONSTRUCTION RCW INFRACTION Satisfied $1,000.00 About L&I ~ Find a job at L81 ~ Site Feedback ~ Toll-free Numbers lrcrs+ ~1'a+ltingtun' J Washington State Dept, of Labor and Industries Use of this site is subject to the laws of the state of W Access Agreement I Privacy and security statement I Intended usetexternal content policy I Staff . https://fortress.wa.gov/lni/bbip/Detail.aspx?License=I WSCO* *253NG 02/ l I /2009 FRO+"1 ,. ..C FAX N0. Dec. 23 2007 01:12RP1 P1 By ~- •~~t~ 1~1 0.~ !'age Nn. ~W ol- _~.-..-... F~ ~;.C;:1 a~:C:'1' iy A.I~I1 x 1 ~' - ~r....` ~ i:.::; 9 i.; N L I tl"1"L: itl.A 4,•• i 1 C Y ~ ~ ~ `rte L~I.JLJ~ :.,f w I~: i.,UnllS F~ ~.OOIt ~/~ ~;NC-w 2 5 ~F H'INl) ~~ MQN , ~~, ~[ ,R ~~ ~•.arx.~Nirc G_t°rT~0R1~ fl Z -~~~;:~~n x,o,~,r~s ~ P~ r~.c~oti _~~ 4~s1, ~fil.i..lJ.>/5 ~~r~:nI~.INC~ 200 ..... _. . ,_.._.. J k.A'1'li~itA.L N - '1~ --- ~ Dam: / ~ s~uc~r'cr~~,~, ~rr'~. • ~ .~~~NNEI~ -• , °;•~~;r; • _- .... Ott l~~ ~.• ..._ ~_~~~ •~.~:~~ ri~ic-rtrRnr., r.nrrt~~Ftmc •~ -N~~L~~~'.•nt~ .... ~,cY.l~t't';S u~c C]•LINGES TU 1'LANS~ TS nQlt LATLIZAL . „~: ~,,t~'~~t~~r.tir~~ warsoAfLV, .. sr: ri~sL+Ui.1tS nNri DYtTgTJ.S PHlZ S~"1T. UT1Y.N'SS N(71'Lll FROM FAX N0. Dec. 23 2007 01:08AM P1 i lJ i , I ~~.:~®, b3t~ ~ ~ r -~'~,_ ' . ow o I• 'r arr rn T91 li9• sor t'n NI <~n• W '.u sL nv q'Ir 6m ' rI 'x Lir r[ h'x~ n;. .~.,,.;:•.:, ^~~- ~• Tf(I' ' C[t t'nt r:[ ' ['(!' 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DESIGN LOADS: RQOF LIVE LOAD ~ 25 PSF ROOF DEAD LOAD s 5 PSF ~ WIND SPEED ~ 80 MPM, j EXPOSURE ~: ~ SEISMIC ZONE 3 ' SOIL 9~ARING = 2000 PSF ~ 3. METAL PANELS SHALL 6E EOUAL TO ASC PACIFIC , ~NORCLAD 29 GA, HAVING MtNIMUIvI 80 KSI YIELD STRENGTH. R40F PANELS SHALL BE FASTENED WITH #14 X 1.112" WOOD GRIP SCREWS A7 EACH PURLIN 9" O.C. WALL PANELS SHALL BE FASTENED WITH #9 X 1-1/~" WOOD GRIP SCREW EACH GIRT, 9" O.C. 4. BOLTS SHALL CONFORM TO AS7M A307. 5. TRUSSES TO 8E DESIGNED AND STAMPED BY A PROi=ESSIONAL ENGINEER LICENSED IN THE STA-CE OF WASHINGTpN. BRACE PER MANUFACTt:1RER'S RECOMMENOAI"ION. 6. ~ LUMBER {N CONTACT WITH SOIL SHALL SE PRESSURE TREATED IN CONFORMANCE WITH AWPA STANDARD C2. NAILS USED WITH PRESSURE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7. CONCRETE St{ALL CONFORM TO U.B.C. SECTION 1900 FOR 2000 PSI UNlNSPEC7ED CONCRETE. 8. 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Z-~ x'75 x 5 x I ~~ ~~ x~ 82= G~~• f ~~ ~ ~ / t . ~~ /~. ~~ ~ ~ ~~ . . ~ ~ ~,d_ .. .. . _ ..........:... . ~~ ~~~ i C~~, ._ _... . V~~ 36 ~ ~ ~ ~, F r'i,F~`CD ~1 ~:~'Jr~• 9d Wdbi : Z0 L00Z ~Z '~aQ 'ON Xtid ~p~d FROM FAX N0. "7~~1~ Dec. 23 2007 01:14AM P7 ... p i x yr ~~a ~~ ..~- . ....~`~ 1~ ax 1~ s _ _ _. __. _ ~ ~~~.~.~ 4 Irv p ~L.l 0~ n ~. _. ~~`~. ~~ zlx L.~ _ ~ - - ~~s p~'•~6 --- _ _ _ . ~ yal 'I,~ X~ ~Q .= -~ /~ 9 . _. _ __. __ ,~ ~ L ., ~~ ~ :~ ~ ~ o_i.~ _ .~ !~ ~..w ~~~ ~"t--mow ~' ~o~-u~~,,~ - ~~ ~ ~-- .~ ~ ~ ,, .. , i ... . __ ..__.._ E~~°z5Z !fiZ ~? • ~ £OZSG V.~IA `t~aaan~~~ . ~~ '.O a t .. , ~~g~, , ~ _ , ,. ` -. FAX N0. i ~ i .. Dec. 23 2007 01:14AM F8 ;. 1 ,,;,~ ~, ~ ~----~ ~~' ~ ~ og9 -'~ t ~~ ' Z'Q' -I-- L..~ ~ ~ x o' .~ -~ -~ ~ ~ ,.~~,.,~ ~ r~ ~L~ !~ .~~~~ `~~ ~~ i S 2~ . ~'I '-~91 °J G~ ~~~ ~ ~ ~a 2 S s ~ a9~ ~.(~ I ~.. S I d a~os`1 ~ 1 ~S 1~ .... - ~ ~z z szf•) ' i 4Z86 't~M' `,~a,zan~r "~' 3e _"""""r" •o~ ~agd. 'a~y- aaoa~}aAA 9iZ~' ~ -~---- ~.~. a~gQ ~g ~ tlaiIi~I~A!'x:~j ~ ,. ._.. ~ , FROM ,. ~ ~ 'r act?A rt~N~- 2000 ~$~ ~ ., .~ 1<..~1.TlF~tAL i :~ ~ l .~f~'t1 ,, lYS p~ ~ ~ ~1~ ~ ri, _._-- DATE: / STIi.LTCTUI~A,J+r tJ' I. ~ " •. . I. , ~ .~,.~ ._ .. .... 'r. •._•41 ~ _~^~~~_:.'1'liiIC'TLfT2AfL~.f`I(fI1VLLART1Hfr .... , . ~,.ENG~PTrR'SSI'A1~ • .,,.. ~,tl~.c,'1'S Ult C.']~LINGD+S TO PI.~ANS' YS T~O.I2 T~-TLIZ+IL . :~ ';I It~)~i'hl till"1'. IAADS ONLY, .. , ~. ~: ~ i.isL~ ~-Lus Writ nrcrAi7.s r8rt s~rr. v1YLx_ss tv~~Y1:L~ ~~ ~ „ . :V I ~ ~.~~~ra~ ~~~:~ -. J. --=~-~ ;,~~w:~~~c~~r. ink ....:, ~ J~~. ~ .a«~. FAX N0. Dec. 23 2007 01:12AM P1 X ~7~ r;'i~~yi~, ~~~ ~~ :..,~~w~~. i,on,~~ ~~ ~,oa lz A ~~NC~w 2 5 ~PSF H'dNl) ~Jr ~,~C~~ ~~ ,U ~( ~;Irx.~n~.lc. G~T~GoJ~' D ~ ~zncar' ,~~'~r00K MV By ~ U~te !~I o..~ !'sage N n. ~~ o l' J FROM FAX N0. Dec. 23 2007 01:08AM P1 /~ \\ f _•k/ ~~d ~ ~~~ • ~ - 0'fb [ nl 1'tf f-1 t'x •. w e'L/ illl i' 71 CTC- ft b'!ci• .... •k,' r;;_ nr,~'-• . ~ I - f , o r T-11- ' fLL orr [-Ir nl cIL soe• ('CL' Iel G4Y 0'Nr n f•Ir r'a[- e•n 41:1 cil- b'll•~ aol 111• urn. 4'r.\'' Lr 1•'f rM" I'hi' rn ~i-i u'1; '.-, r' i••: • ~~ ~ mss` ~ ~ Li l" L QQ h•~• CR ('\T LK IIL• L`l./ MI-• ~'YI ['IC f 11 Y1.1•• •(r1 l'M• Fw- ~~~^~. ~ ~;~~ ~ .~ J - ror Y r 11 rLr ' s4Y rlr [ oii" n i~i• TeE su' f^ aY; fL nYr -,; , ; ,,•,i ~` II - L R S LP 171E L'SI ( I rbf• 6T1 4CC- 6'11 L'fC• 0711 CYi.' Cp 041' Cv r,~r.', y !' 1, M ~ 1~ ~~~ ~ l~ I~ •4L- ffL lM Tli L'tr Tfl 4'-r• O'tll IEf[• 4T1 6'li• YII rvs• Yn -'IC• er a~l~••.I';i"1 ~ W " M ~ • M OR b'W~ [' [~` [R Yi1 CLI (• t'M- ['LI /, ~ -U• C['• 1•M~ Ill.~j~~~ _ ` [Z-• 1' CVI ~L[• 1'- LS[~ •I[I CI[• Ylfl 1'YI' nr b'f l- t'L 'LIB n p'll I~ C /~~ / ~ T I14r 1 f nOt• L'CI 7.-T- \ V'MI• nTl /L'f• LY ~ I• ! III~I 'r ~~ ~ /, ~~~ ~ !(v,_ [Y- IL- C va - OLC• cl[ L'a YII• {-a` L [a ~ f, 12• rtz• O ctl n'1'i• t PCI 'n hY ~ nfr• M11 Crl 0`II• c•r. Vn •nl RT 1~ ...I• r vn 11 • ,.IT"1•.•, - L71 b[ 1 c>r[- Y11 n'CC' ra 17R• cf .'CL' n/;~ \'01' ICt v'il~ r'r 11': I .. ~~//~yr Y~Vf ~~rfC •~~ , ` /y \ ~ ~~ !7K- 1 1 tlr 111 TCP L :7r l171 E'K' Q6 1 ~'• 9'L ('Ll~ cn IT.' I'~, thY~. L.•'1 Gar ^ ' P ri. / ~ } L~II• /N [ ~ YSI r4' YCI OlW v( S~f- 6'6 L'L-~ 'p n'Lf• a"I_ •F in'- '~r ~~-r. r ~ o CI[t• 1'IL L'ml• hl 4'h• T-1 tl4t Ytl Vf-•• 501 rySS~ n'Y M6- I I nw>~ I /.~ / ~ - ~I ' i M V M ~ ~ 1 1 ~ _ -9S• LOI 6 QCI LK• 111 trYl- £6 I'it' fR 4CC- fY'L inl• N~ NSI LI II~1•~- ' . 1 ~ ~ ' ~ J III ! '7 f 111 1'e ~- e\y C•il rtf• ccc- p'n cct- 1'L t:^- ib 'vni- 1'~ ! ~ ' ` Y~ ~ aN: raE Lror rsl s7s' rcY o~L1 rriT p'K- 6'6 otY- Ci trG- n`i 'frl- ti~•. .~ . , ~. . el I // /~y ~tl fy~{~/~/ /~J~~ 1y~j~/~y~~ ~~~7LL [ ~ ` ~ LF 1'li 1C'G- ill Dfi~ cTl nli- -TI Ei~ [nY p!Yt' 6' cnt'• CL 1'I~c. Lw~ y i,~'r"r'I 'V' r ' ` °[~~VC 1 / ~` „`` 4L- i LY7 ' (CLf fTl ' Tl~ T6 L'fL- L -'bl• 0'L SYI• '11'C \'il• I <'r xIC•f-'~ ~'w 4c ' Y 11R` 1 -1 L'C c 1 a,Q~ 901 --L• cpy~ tl n41• C'7 L-[r 1 ~ ~ ~~ ~ Y \ /~ ~A `•~' /-7y ~ LZYC - f61 YC~` YiE Y-C• Yil 4f[• PI) iK' KM1 ['11: Ef C'LY• I:rl LYI• V ~I, +-. ~~ ~ ~ /i r w.r rV/` Qii EL riz I M rn l cK• ['N 1 rR' ~~ YCE E e~SZ• M sm Y ~ n //fI1J rIC pl B EMM sf l OIIIYq nli~ M ('c l . al•1• • r . M._ ~, •, i -•. . / ' ... ... ' .o I ~ ~. I ,ti . I. ~ ~• ,y~..~({ ~;7,y [ f'~~! -'1 fKyV ~ w' ^ tlIM MM Otw Yf i- ta)t Dl~a~pryv.(1pf71Ylcialiot717efin~gu~I iuirr'r~:,:;r'•„'". ~" "^"~~ "• ,v ~G V „T '~~~\Q ONt[lMp'13ats10.IQIMIM M~ • 1•'S9'BD.gl3!lREN~ . ...L • ~7 '•~• .z1 \ ~.h Jx ~ `\ X11 /•~~ ~ ~ ; ~ \, ~>;,. ;~~'~ '\, \~``~ , w \ - "'tic. O •'.,I I ~~ ~~~~1 ~~~~ ~ i ~'••^!~~r L7 i ` ~ -``-~v~/ :i!~ t - ~~. ,~ds ~~ ~~' ~.. ;L f~ ~ GQ- r ~. ' ~ a~BQ I ~g , _ / .. .W ~~~ .f 1 i 1~±/ ~ .- .~, (11~ i £OZ86 dAA '~~~a~an •.q uau~~r~~--~~, ~. FROM FAX N0. Dec. 23 2007 01:08AM P2 t 1 - F CJs ~ ~ -~~ ~-~: } ~~ u~~ ~ ~ ~a~ ~o~ ~ ~~~~ ~~' , ~ ~ E ~ ~ ~ ~~ ~ ~ ~ ~ o ~ .~ . ~~ ~ ~ ~ o -~'J ~'~ X119 ~1.~1 a~ ~ ~~1 Cy`~ ~~ ---~ ~. ~ 5 ~'~ age ~-b I x ~,' a ; ~.~ ~ ~ 1~ ~ ~ ~ oa ~ ~ ~~a 7 J --~~ ~ Zl..~.5 I d ~'0~1 ~ 11~1~ 1•~ -~ . • u~.~aa~r~ ~ a~ gQ ~g ~ ~ ~ttar'~ ~T. .~~ 4. TR T AL N 7E5 - J 1. ALL WORK AND MATERIAL SHALL CONFORM TO THE ~ 2006~EDITiON OF THE UNIFORM BUILDING CODE. 2. DESIGN LOADS: ROOF LIVE LOAD ~ 25 PSF ' ROOF DEAD LOAD 5 PSF t WIND SPEED m SO MPH, EXPOSURE ~' SEISMIC ZONE 3 SOIL BEARING = 2000 PSF ~~ 3. METAL PANELS SHALL SE EQUAL TO ASC PACIFIC ~NORCLAD 29 GA, HAVING MINIMUM 80 KSI YIELD STRENGTH. ROOF PANELS SHALL eE FASTENED WITH #14 X 1-7 /2" W000 GRIP SCREWS AT EACH 1 PURLIN 9" O.C. WALL PANELS SHALL BE FASTENED WITH #9 X 1-1/I~" WOOD GRIP SCREW EACH GIPT, , 9" O.C. 4. 80LTS SHALL CONFORM TO ASTM A307. 5. TRUSSES TO QE DESIGNED AND STAPAPED 3Y PROFESSIONAL ENGINEER LICENSED IN THE STA"CE OF WASHINGTpN. BRACE PER MANUFACTURER'S • RECOMMENDATION. i 6. ~ LUMBER tN CONTACT WITH SOIL SHALL 5E PRESSURE TREATED IN CONFORMANCE WITH AWPA STANDARD C2. NAILS USED WITH PRESSURE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7. CONCRETE SHALL CONFORM TO U.B:C. SECTION - ~900 FOR 2000 PSI UNINSPECTED CONCRETE. , S. POSTS SHALL. ~E ~ HEM-FIR 2X LUMBER SHALL ' BE #2 bOUGLAS FIR-LARCH. ti ~d WFi~Z : TO L00z Cz '~aQ 'ON Xtid WO~id FROM FAX N0. Dec. 23 2007 01:13AM P4 Ii __ .... s~ ~ 0 ~1~ ' ~, . 1... ~ 1 ~ ~ / ~~ ''~~ ~l' - _. ~ ~ .. _ . ~~ ~ ~ J a~~ ~~~ ~ ~ ~-~zs~ ~~ t~z o C~1 ~ Q _. 1 1 ~~~~ ~ ~ ,,;w `,~,~ ~ -~` (~ 90 ~~ ~ 'mo'o ~ X C;~ ~~ ~ ~'~rl .....~. o ~-b~2 ~ - ~ C~~-~~ ~ ~~ ~?~ . -~-mn Z gxZ ~l s~a'~ ,x 1 `. ~~ ~ ~ f 1 Z-~ . _ --~'''SZ ~~ ~ ~` 9~ ~v ~ A~~Q (fir ~ Y ~ 4 ~ '~ ~ S' ~ 1 -" !-'~! ,21 ~~S ~~'~' ~~ l ~~ . £LEZ'-2CZ l~:7~r? £OZ86 V,1~, `.t~~aan~,~ -aid ~efn~ (!Zlfe; ._, ~A..lf?c^I~11Uf ~ „~d9 i~ nanrrata~a--~~.~ . FROM i ~~~ %~ ~ ~~ ~'~/~~~~ I FAX N0. Dec. 23 2007 01:13AM P5 - ~ ~ ~ o'•f- rqr- r1L r •PC IZP c-1 rx•~ 1'n rtr cnl nl •B srr~ 1'Y. avc r. •. ,~w• ; •, ~-- C r r CLL Ir ifl a ~ Cu` rPl Cfl 0'r 0 ar( n 1 r(s - sn s'rr • oor Irol- cr rac ` tv" nv, ~ __ ' ~ ~ . r[c y[I a Lr rn nw;. ,.n r rl r ! .: ~~ ~~ ~ ~~ ~ / cur- rw ca 1f1• hr[ RI[• s'[I Irla •.1 rls- c[r :o- .m rM'• , la. 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Ta L ' Llf YLI fft• vfP P'I( L'K• e's S'th L'P r• /i9 C'nL• ~7~;. 1 '!.: ' 1 I ~ 1 l . 1 1 C IiI• 1'IL L•rnr i~1[ (fN1• C-1~ •w~ KI' Ylt ttll rtc~ F'f~ OYr •1-l. NWL~ F~~ r'; ~.~~I '~.: I 'r i~ •...w[11 V1 1 ~~~ ' ~ I1 /I ~ r1C• L'al 6'LY• QCI L7r- rr RR' a'6 I'1L• rB T[P r!'L 4fi• YC M<I-~ L'!' PII• - ' ~, J 7 1^ .~ / v cL- 17( s• IYI i'-h CTI Yh- vnr t•L[- 06 «- rr~ L'cr ce v~l~ -•,;• ~~+"ti'~'r ~.• I/7,Y~1(f~'1f,~ ", / `t' r ' w, r.^ I w _ ~, .• UU1 •LN~/ .yt1 VI',' )~ I /~~ fL• rP• rLr L a~[ 1'IL L7I .Lt1- rt- QtY• ril iM ' 6'Lf• iro[- iA' fYl t-rl nl I[- Ric r[L• - vlr Y[I a aBC• tih LR- 6'h fm LA O-iC f'N'~• ne • is o'[ IY[t~ rtn'• i~yl- r,-v 1'1 NC •IL• ~ Y 1°la'~ , r:.~_ rl' .i i..~ y (, ~1~.~ °. • r. I ~ ±, i ... ' 171 1 n [rC rZl ~tt• ttn r.L• an [ 9't 0'Pf~ f9 L'i,. .., .+, ...- ' ,•;a-~ 1 ~{.~~f .~ R. ~ ~ /f~ ~ v oc• L rLf• nr 1'IL -rt CEh rtl P1 rx• CR• rLS r'YI s•c• M[- vn KI rsr FS - w• ' ru- - c'f ' c[r r... r~•, ~;~ -•, r. " , ~ ~ ~ L 4f r I r• 6 N trxi- -' ' - t w t as [ ni A l 11a1Fr ou f U/1f11 1 :]INYq M t •n • '~ ••• • ~ .-. al • ~ ~ / /Vl L• SIP ~eww~ r ~ ~~uipmr6uo7 • ,•. ~ d~ \ ~ ~ ' ~ \ ~ \~,~• i 1 - I •~, r ~~ ~8~ • ~ / f yam` ~ !~'/ ~ ~ ~ \ J/ •,~.! ~.r:T~ .. ~ ~:~ j.. ;, ,r'r ; ~,~~• . r ,4j ~C /+ ~~ ' r , [• • ~, _ ~~ ~4~ ~ geed ~ ~~gQ r ~g l ~/ / ...~. .In• ; ; I.~ - i.•~ • • Irwlurn.•,a [Tier AMdMDd-K11) 7l1(T!yB3rN rMnrl, N.~ ~ • "' . rPM00t tHFrl ' es,an5u~~l • • •!.~` \\ r ~ ~ ~' ,,''~. \^~ ...,, .. . I (. 1 NbtS~^ itfHn 1 ter,(, . ~'T 'aAd ~Ao~~t Q:;•~ t• IDIJr.I11UR. ~~ ~,'~ ,. uavr~~~~[~~ ~~~ FROM FAX N0. ~ ~ yD'ec.1 23 2007 01: 14AM P6 ~~ ~~~ jam,- .. __ : _... __ _ ..._ ~ , _ ~i ~ ~ ~ fz~ Il ~g ~'~ ~ ~5d. oc)aZ~~ a9 L rll -- ~~ ~-~ ---~ . ,~ , .~ ~ h ~ .~ ~~'a1=- 28 ' x~l' I ~ ~ ~ ~ `-e SL.E Z ~ / ~-' , '~ . f ~ £4£Z-ZSZ ~£Zr1~ '~"V 1 ~~ 11 ~?'~ R ~Q '~.~I a ~d . u~.~aa~~Rw. ~a;,~ a3~Q ~$ ual~r~~a~l'~I''f~' ~ " FROM FAX N0. Dec. 23 2007 01:14AM P7 ~~~, gx~ ~ ~ #~~ ~ . .. :.. ~ ~ ~ o~~o a t 1 ~ ~ _ _._ _ .. _ _ :~ ~ ~ ~ ~ _ _ _.: _~ ~ ,~d a 11= ~ ~ x'09 i ~ ~~~ ..____ ._ ', :tea S L ~ _ ~' :, ~, ~; -o..,~~ ~~ r ~~ _ _ _ _ _ ~, ~ ~ .-~ ~ ~~o ~ ~ r 'aAy l~~E~ 0~x'i, ,, ,~~_ FAX N0. ~ i. Dec. 23 2007 01:14AM P8 •'~ . ,.,., ~ ~4 L.k~ 1 ~ ~J~ x`01 ~ l~~ _ ~ ~ t ~I } ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~~ ~~ off, g ~ ~d g ~'z~ + 2 ~ '~ 1°~ ~ ~ ~ .~ ~ . ~' I''.~91 °J ate' ~~Z ~ ~ jai ~ -~ S' ~ 091 ~~..; - F~ ~z~zsz(szs~a TOZ86 't~M' `~a.zan.~r ao ~`" •o~ saga ~. a~eQ ~~ - ~ .:. ~a~~+ aaoczga~ 9~Z~' u~.~aau~ - ~ta~~r~ti~''x:~t.~ - _~. ~ 4~Ig; ~! ]W ~ 3d DTL A2 1,21 Lcl nPL 1i50F-1.6£ 2t?b (W9 h4 SET 61'OD 3,5,37,19 a zlz+ ~ Il ~,ll,le di ]ral QYL 1] 10,1] 1 ~ Caaber 311ha. at atdgae Detwen De4~ciogs. • Predfatrd Yactlnl Defl., Total toad 1.35 Ll~e Iced 1.09 it JaSrS 0 20 1 N! ~• t`' ~'i GSO LUMBER, INC. ~~ TRUSS DIVISION 2t0}S SR 9 NE imu! ARLfNG7QN. WA 98223 0 ~-~ i i ~~ N~ M ~J f~l ~3 ~L- f~l; Il•9.0 ~} ~~ H - ~'• ~ 5 }.-.0 Nu - ~- ~n ~~ ~G WQ m~ ~C ~e J~ Oft n~ .~ F~ O ~._ W 1 i{KCBPT rifliBli$ TI `? v AA jj ~V~~`~~ . J ~' N~ Engineering [nc. ~u I 361b SoutJ] Hcod, C-2 ~ A9ukaleo, WaSAitti~fon 9S27S h Cafnnml-abterilhlaelsrOtzlEquirDds~harElndfakd i} o- o- a lsl 44- e- 3 X29) 4t- o--o ~, I.EIplIFOidl~D91DDi1ld~fed~Olheri. 2} 7. 0. 0 111 19- 0- 0 ]0) N- 0- 0 ~ 3} 34-• 0. 0 ' 12) S{- 4• i ]l} 35- 0- 0 B lean aomtlgeratfoa nd ladiag ly 15-4- 4 4} 13) Si- 0- 0 ]~ 31- 0- 0 nuutact>uer. 51 ]1- a 0 1/} 63. 0- D ? 0 TII ]3- 0- 0 o o i1 ]s• a 7 15} w u- - 21} 11- C7+V7I031 - pluoao a»eCiag ttoans aballd aytdc mice Eras local ragisboced 7} 22- a 0 I) 35- 0- 0 li} 70. 0- 0 I7) 63- 0- 0 23) 7- 0- 0 2Q [• 0- 0 0. regazding eractiiiq aad bruLg of tzuew. 9} !]- 0- 0 30) Si- 0- 0 Q 94is deedgn bawd a eEesd tmeiell ayplid p per tLr tollmd>tg rciadula: I- Opl[ 9.C. t:ta~ td BC i20.0* 0- D- 0 70- 0- 0 ~ ~~ .`~ ~~ Q1A ~l Thudesl~doisrotmlkeartgpaiMionetordl~ $ff~, ~ ~ ` I~ds~adODtd by Va"ee trace 1st11E1 DtEbllOyof V+e q ~ .. ~~,~ ' buPd~p must Eeprwltd4d b3shev tinlis a okhrr Data. 7~ ~~ Rel60-t i blraalb plate) Da)ln CrltcriE = 11lC t1i1'SIiTP[ 1.19 scab = 0.1071 (] ~eryaa.~ro~„encatptt~~4~am,.t~ TC I,ivt 25.0 poi Destgrzed$S10L iCatw Fmukm wYNuiR. pcltaEl~991 saar~nwneiwiwt.Ai~~an~D~t,~,i~~w 1'C Deai S.0 get aP'ico~in 71119. Rnmeeecilgwrw,n wilasJluud m tr '=~ ~~' BC Live u.8 Q.1[ ~lleCl'iQd Jly, RE ag arltdV4etc~mm,N~tnrcia iC t 9 ~,jpC~; CY, cn.fdalo ]~l•W161';tQi-'~60[rR3 p~,ghe+-A+mx 14nlan:n~ifnaatpgasl, BC Deed 1•a ~t Date: 7.2Z-47 i,~,nt,~tse~r~,lo,eil~tey, n~o,~. nup~ imq dFfrnOgttninaa pc aai~nlad,uJNdm~h6 TOTAL 31.0 OSl ~~~t.,t~antxmp~wwMw~+~rM,w.~,~~ae~ Dw iVa: XOL-2444 $' aaa~or~ia++~ue~~ote,Kntioi,.~,~ou.saee. 4 '71011 COMEACft7A (rpAD D UR. PAC: l,ls . 9 At.TOiEYIPfi7fYi1JRVGA4EP.if'ffCAT SP,4CI41'G~ 72,a" ~ Segn:2i.010 -314iW ' 3 ~a •3.00 ' - Job Mark Quan Type Span Pl-Hl Left OH Right OH Engineering 091 602 TI s*2P s.6 ~oooo0 4 0 0 z.w.s.\\ ~ ~~~~ en ~~`~~ ~~ CJQ ``~~~//11Y11 777 V •.. HxH= 11 y i ' .iu ~ 1 ~~~~ 00 SL 36-10-12 g 6110-12 HO 6-1 HO 6 4x6, T2U 4x6 R L BxH~ T 1U 8x8. SPLJ MSPL 4 ~ 12-2-1 3x6~~ 3 1 2 3x6~i I 5 2 3 4 N TZL 6 T2L 5x16- 4 5 5x16= A 6 C PI BcL H G BCFH. P SCtII' E D HCL W: 600 4x6- 4x6- 8x10- 4x6- 4x6- L:6 6®0 A:6510 S1 S2 R:6509 II: 925 20G-MT2H-5x14- S~ 20G-MT28- 5x14- U: 925 TC 35-0-0 35-0-0 HC 70-0-0 rQ iv v v E7CCEPT AS SSOWN ALL PLATES ARE MT2020 Scale: 0.097" = 1' Robbins Engineering, Inc./Online P1usTM APPROX. TRUSS WEIGHT: 617.1 LBS online Plus -- Version 23.0.039 G -F 0.59 12714 T 0.57 0.02 WH 1 B 8 F -E 0.59 12714 T 0.57 0.02 Web Connection Exception -- *************** E -S2 0.74 14979 T 0.67 0.07 Use 9" spacing for screws or * 2-Ply Truss * S2-D 0.75 14979 T 0.67 0.08 nails on the £ollowinq webs *************** D -C 0.87 17373 T 0.77 0.10 J -G R -F F -L E -M -------------Webs------------- Plus clusters of nails where ire- ----Lumber---- I -H 0.24 2130 C shown. TC 0.68 2x6 DFL-2400E-2.OE H -J 0.38 2032 T CAUTION: Use extra care during HC 0.87 2x 6 HF-165Df-1.6E J -G 0.59 3016 C fabrication, shipping, WB 0.59 2x 4 HF-STUD G -R 0.46 2488 T handling and erection of -- 0.56 2x 6 8F-1650f-1.6E K -F 0.56 9198 C this truss. Temporary and K -F F -e F -L F -8 0.22 5116 T permanent bracing aze req'd F -L 0.56 4198 C and aze designed by others. Brace truss as follows: L -E 0.46 2988 T Seek advice o£ registered O.C. From To E -M 0-59 3017 C engineer. TC 24.0" 0- 0- 0 70- 0- 0 M -D 0.38 2035 T ~rvss is designed for no BC 120.0" 0- 0- 0 70- 0- 0 D -N 0.24 2132 C ceiling load. --~" Wind Loads - ANSI / ASCE 7-OS psf-Ld Dead Live TL Defl -1.32" in F -E L/626 Truss is designed as a Main TC 5.0 25.0 BC 1.0 0.0 ~ LL De£1 -1.07" in F -E L/776 Shear // Grain in Z -J 0.43 Wind-Force Resistance System. Wind Speed: 85 mph TC+HC 6.0 25.0 Meaa Roof Height: 25-0 Total 31.0 Spacing '72.0" Plates for each ply each face. Exposure Category: B r•~„^her Duration Factor 1.15 Plate - MT20 20 Ga, Gross Area Occupancy Factor 0.87 Plate Duration Factor 1.15 Plate - MT2H 20 Ga, Gross Area Building Type: Enclosed TC Fb=1.00 F~1.00 Ft=1.00 Plate - MTBH 18 Ga, Gross Area Zone location: Exterior SC F'b=1.00 Fc 1.00 Ft=1.00 Jt Type Plt Size R Y JSI TC Dead Load : 5.0 psf A MT20 5.0:16.0 0.1 Ctr 0.86 BC Dead Load 1.0 psf Total Load Reactioas (L~s) I MT20 3.Ox 6.0 Ctr Ctr 0.17 Unbalanced Loads Checked Jt Dowa Uplift Horiz- J MT20 B.Ox B.0-0.1 0.3 0.47 Load Factors = 1.25 and 0.00 A 6510 925 II 1011 R R MT20 4.Ox 6.0 Ctr Ctr 0.67 Max comp. force 17592 Lbs C 6510 926 U 597 R H MT20 B.Ox 8.0 Ctr Ctr 0.39 Max tens. force 17373 Lbs L MT20 4.Ox 6.0 Ctr Ctr 0.67 Quality Control Factor 1.25 Jt Brg Size Required M MT20 B.Ox 8.0 0.1 0.3 0.47 This truss has span greater A 6.0" 4.3" N MT20 3.Ox 6.0 Ctr Ctr 0.17 than 60-0-0 and has been C 6.0" 4.3" C MT20 5.0x16.0-0.1 Ctr 0.86 designed based on informa- H MT20 4.Ox 6.0 Ctr Ctr 0.45 tion furnished to Robbins LC# 1 Standard Loading S1 MT2H 5.0x14.0 Ctr Ctr 0.90 Engineering by the truss Dur Fctrs - Lbr 1.15 Plt 1.15 G MT20 4.Ox 6.0-0.4 Ctr 0.79 fabricator. Please refer to plf - Dead Live* From To F MT20 8.0x10.0 Ctr-0.2 0.88 the accompanying letter for TC V 30 150 0.0' 70.0' E MT20 4.Ox 6.0 0.4 Ctr 0.79 ~ /~/ ~ further information. SC V 6 0 0.0' 70.0' S2 MT2A 5.0x14.0 Ctr Ctr 0.90 'tom FABRICATOR NOTES: HC H 0 677 70.0' CL-LB D MT20 4.Ox 6.0 Ctr Ctr 0.45 1111 1. Building designer must note Plna 6 Wind Load Case(s) Plus 2 Unbalanced Load Cases Plus 1 DL Load Case(s) Membr CSI P Lbs Avl-CSI-Bnd ----- -----Top Chords---------- A -I 0.53 17588 C 0.23 0.30 I -J 0.68 16237 C 0.27 0.41 J -K 0.47 13371 C 0.08 0.39 K -B 0.41 10250 C 0.03 0.38 B -L 0.41 10250 C 0.03 0.38 L -M 0.47 13371 C 0.08 0.39 M -N 0.68 16241 C 0.27 0.41 N -C 0.53 17592 C 0.23 0.30 --------Bottom Chords---- ----- A -H 0.87 17368 T 0.77 0.10 H -S1 0.75 14977 T 0.67 0.08 S1-G 0.74 14977 T 0.67 0.07 REFER TO BOBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFIChTIONS. NOTES: Trusses Manufactured by: OSO Lumber Analysis Conforms To: IBC/IRC2006 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2" bolts -0R- SDS3 screws -OR- lOd nails as each layer is applied.) ----Spacing (In)---- Rows Nails Screws Bolts TC 2 12 24 0 BC 2 12 24 0 ~ind loads on this have been calculated an occupancy Occupancy Category 1 as defined by ANSI/ ASCE 7-98: "Buildings and other structures that represent a low hazard to human life in the event of Failure including, but not limited to: * Agricultural facilities * Certain tamp. facilities * Minor storage facilities" ( ) (END RoCdns -cngineertng, Inc,lOnllne Plus"' ®1996.2008 Version 23.0.039 Engineering - Ponrail 1212009 8:00:18 AM Page 1