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Plans This permit does not authorise the violat{on 30A3 or\% 2— RECEIVED of any rights of holders of private easements.The applicant is urged to /Y53 S W 7 JUL 0 3 4021 contact any such parties and secure tbeit /'i ay�pr before cin9 word D. ITY COF_�r ARD BUILDING DID ITO � ` CITY OF TIGARD REVIEWED I O R DE COMPLIANCE OFFI ! COPY "' C5/ #Fericie, Approved: [ �/ .i. e i //O - Address: $ �j - �� 0 ; `� s2. Suite #: iiE-MtAet"f is ' By: kifr Date: ',ysi r s r r e .....4.... I ;': '- /5" ,' ‘ , \ tiv‘. ,r1 ...-S ibit .. if tli f. dom..s V ' f ,� Z.-leva1 0 ,6 .,e, rc G),0 ...-- ..., c--,- Seletkafa A f, .r �'e/I L le t i on , ''t ' Row- * Approved plan., f7 •r �s of r. - f of shall be on job site. City of Tigard Fras'•n Control To Sc.! edule Insp-ctions: /�/57:2 7 i Plan (' � �/ Cal (503) �a39-f 175 J� � �- i .itiai inspect.n: Prier to fool fig insp• tion CITY OF TIGARD Final insaectis : Prior to final building in pection Approved byPlanning LIABILITY ff e.�-r7 9 /e feet Date: 7(Is j z i j The City of Tigard and'its Initials: AL- employees shall not be S Os-98 - 2 responsible for discrepancies ('ill, 4 ffe, e f, , which may appear herein. G c-eCke) ‘,`(‘L-e..A -F-,..--r- ir-ez.A)r\ o\-r-79.-Lm , con mojils CA,L) irv‘,6\r----% V- -f-s-rv•-•%..11-- .-,tsok--\ --t. b-e- a-pial-i y RECEIVED C'CO-A—t.. k. I )i JUL o3 2021 CITY OF TIGARD DUILDINO r-WVrJ!ON ` t/ (f METRA*T1ON NOTES POLE BUILDING PLANS ,. ALLC(RAWIMGSSHALLB€REVIEWEDANDAPPROVEDBYOMERARDORCON"RACTORPRICRTOBEG ,OFSITEWORKCRBUILDINGCONSTRUCTION.ALL CPAENSD4S AND SPECFK:ATIONS SHALL BE VERFTED AB)ANY DISCREPANCIES.ERRORS AMOR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY E'GNFETANG PRIOR TO MATERIAL RIRCHASE AND BEGNHNNG OF CONSTRUCTION.SOUTH VALLEY ETI;NEERING SHALL NOT BE HELD I IAAL E FOR ANY COSTS CR DAMAGES INCURRED DUE TO OSCREPANCES.ERRORS ARDOR OMISSIONS DISCOVERED AFTER CONSTRUCTOR HAS BEGUN. BUILDING OWNER: RICK DODDS 2. THE BLALONG OWNER AND DR CONTRACTOR ACCEPTS FULL RESPONSIBI.m FOR ANY WORK DONE THAT IS NOT SHOWN ON OR DOES NOT COMPLY WITH THESE PLANS. BUILDING LOCATION: 14875 SW 79TH AVE. REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENDINEER IN'ARITNG.ANO SHALL BE RECEIVED FROM THE ENCEER IN WING AMR TO P ALEIkNTATION. 3. STRUCTURAL CONCRETE FOR SLABS AND FCEPPATIONS SHALL BE A MINIMUM OF 2.5E0 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIL NSPECION TIGARD,OR.97224 REoURE4:.FOOTINGS AV FOUNDATIONS SHALL BE CAST AGAINST uNDISTURBED NATIVE SCE UNLESS OTHERWISE NOTED ON THE PLANS. COUNTY: WASHINGTON 4. ALL CAMENSIONAL LLESER SHALL 8E 42 OF OR BETTER UNLESS OTHERWISE NOTEO ON THE PULNS.HOER GRADE LUMBER OF SAME SPECES MAY BE SUBSTPUTED BUILDING DIMENSIONS: 40'X 13'X 13' FOR SF€cFtoGRADE. 5 ALL WOOD PICONTACT WITH CONCRETE ABOVE GROHPAD SHALL BE PRESSURE TREATED:OR ABOVE GROUND CONTACT.ALL W000 EMBEGOED IN GROUHIO SHALL BE ROOF PITCH: 1 IN 12 PRESSURE TREATED FORBIR*L, BUILDING AREAICONST.TYPE: 520 SF l TYPE V-B 6. ROOF a WAL WOOD SFEATHNG OF USEDF1NLESS OTHERWISE NOTED ON THE PUNS ALL ROOF AND WALL WOOD SHEATHNG MALL BE AN APPROVED APA RATED SHEATHFC,EXPOSURE I,GRADE C-0 EXTERIOR GLUE,7TW TR4(X IMNNMUM;.EXTERIOR ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS GRADE SHEATHINGSHA;.LBERATEDFOREXTERU;FUSE.WOEOROOFSHFATTINGSHAUBEBALEDWITH86N4LSATEO.C.ECGESAND17O.c.FIELa2XBLOCKFX3is ROOF ASSEMBLY: METAL OVER WOOD SHEATHING NOTRECAIREDFORROOFSHEATHNG.WALLSHEATINGSHALLBENAILEDWIRT84NALSAT6'O.C.EDGESANND17OE.READCRASSPECFEDCNOEPLA'S.2X BLOC(NG SHALL BE PSTALLEO AT ALL PANE:EDGES ON ALL WALLS. WALL ASSEMBLY: METAL I. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVAA92ED OR CORROSIONRES{STAYT.ALL FASTENERS N PRESSURE TREATED WOOD SHALL BE HOT-DIPPED BUILDING USE: PRIVATE SHOP GALVAIIZEOOR STAINLESS STEEL. B F PLANS SPECFY GRAAALYAR BACKFILL P POSTHOLE,BACKFILL WITH Y'MINUS CLEAVORUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH.BACK:ILL NE LETS mu SATURATE AND COACT EACH LIFT. CONTRACTOR/BUILDER: ERIC'S QUALITY BUILDINGS A NSTALLALLTRUSSBRACINGPERTRESSENGFEERFYG.MSCTEMPORARY'RUSSBWWDURNGCONSTRUCTICNPERBCSFB+OCAVElk1FSFORPOSTFRAME ADDRESS: 4204 EGAN ST. Tr SNSTALUnAN.RESTRANT8BRACNGDURINGCCRSTRUCT1ON. 1a F SOLE ROCK IS ENCOUNTERED AND THE POSTHOLE DEPTH CNVNDT BE DRILLED TO THE DEPTH AS SPECIFIED.THE FOLLOWING CRITERIA MAY BE USED; GERVAIS,OR.97026 A ALL POSTHOLES MAST BE A M INMUM OF IB'a AIY3P DEEP AND B.THE SOLID ROC.(PORTION OF NE POSTHOLE DEPTH MST BE A MNNUM OF Ir DEEP AND C.ALL PORTHOLES MUST BE BACKFLLED RaTH CONCRETE BAWL FULL DEPTH BUILDING DESIGN CRITERIA SHT DRAWING LIST D.THE 6'COPERETE FOOTING AT THE BOTTOM OFTDE HOLE NAY BECAME)FOR POSTS BMW ONSLIDROO( GROUND SNOW LOAD=25PSF 1 C1.0 COVER SHEET VALIDITY OF PERMIT ROOF DEAD LOAD=5PSF 2 P1.0 PLAN VIEW THE ISSUANCE OF A PERMIT WIND SPEED=100 MPH(3 SEC.GUST) 3 E1.0 ELEVATION VIEWS BASED ON CONSTRUCTION WIND EXPOSURE=B 4 S1.0 SECTIONS&DETAILS DOCUMENTS AND OTHER SEISMIC DESIGN PARAMETERS: 5 D1.0 POSTHOLE,PURLIN&GIRT DETAILS DATA SHALL NOT PREVENT Ss=0.84; Si=0.39 6 02.0 SHEATHING DETAILS THE CODE OFFICIAL FROM SEISMIC DESIGN CATEGORY=D REQUIRING THE CORRECTION RISK CATEGORY=II SOIL BEARING CAPACITY=1,500 PSF OF ERRORS.ORSC 105.4 BUILDING CODES&REFERENCES -2019 OSSC i COVER SHEET o 424" N, DRAWNG NO.: C1.0 owne4RICK DODDS •ASCE 7-16 5` `' REV.:0 SHEET:1 .«a*�' 14875 SW 79TH AVE -NDS 2012 " 1r%"ti • B •7'' PROJECT MO.:12105030 TIGARD,OR.87224 -'=e'=G%'=1 DATE 28 MAY,2021 SCALE N/A DRAWN BY:JM ORE GOP. S.I LINT DDETEROR RIT�CF1 AN SY4PPE 1,E �'L OEEll,O4.VALLEY ,A1XHCVIG f�YRT OHTYN PANN.S.K OFSGRMOT+T. +LABTTTCHS"0 P HAS OENANES NCUAD&RNNTTLMaftfar i�>86wAD EICHS AM �'', 4' -yin'cSk' •�V'� a7�i th Valley Engineeringorifl2 DIMENBAOMS.DESIGN C91ERU,ORBULIt4TLOCATtWSTT$OUT EXPRESS ARITTEN PERWPSIOICSDOD.AIEMATIJMBY'YE ETVGIEERWHOSE SEAL ISAFFIED TOTtEGR,VMSSAALiRENDERTFNERMSULt. (A'L _ m Re. ANNDY®,AND"EEMITEER'WH'OE Sh.IS ARMED GTNESE PASSHHLL VT RI HELL BABES FCR PES'RUGRRA;FREGRINCPCOX CCNtB4CEOF ANY BLLOAIGCCNSTRUC?ED EREKR$OTESE R. �L Ph.(503)3024020.Fax(SU)53S-4342 PANS taDFRT#BECCH SITES. RiNFWt frf't0(Zt www.southeaSeyerigIneering.com ®- s3�r I ) z-0 8 I T e — L ii SPRSAAN RATTER !Val PER DOG S1:0 TYR EA GABLE END 1,.3' g y g RE.K it{ — r ®a _ �� , I gil V- I- _ o Q fii_ —. _ 11.0" 4'CONCRETE ®1: I1ST RE i fie G. al NU 4fl3W 0 PLAN VIEW Efl kW DRAWIsIGND.: PLO °sw RICKDODDS GENERA Notes J ��am.3 REV.:0 ISHEET•2 'new14875SW78THAVE. 1.AL.POSTS TO BE#2 HF PRESSURE TREATED FOR OiNUAL AND ORIENTS)AS SI OVN UNi.ESS oPERW15E NOTED t'! :rE ( PROJECT NQ.:121 5030 IGARD,DR.97224 TABLE 1 &! 8 2 2 DATE 28 MAY,2021 SCALE 3116'2 1'-0• DRAWN BY:JM 2.UtEEBS OTHERWISE OprL-HSgNED AL WNDOMS AND WALK DOORS MAYBE LOCATED BY HOLE DbAENSENS ORE GCN THE D POSTCGNTRACTOR LN TTE WALLS S II POST DIAMETER DEPTH RACE5LL NOTES �, ✓L,. pory'49 ,•. .1 ..tom South Valley Engineering 3.EMBEDPOSTSMttBACXFILLPERDWGDIA, 2 `!r„y 4.CCTIIRACTOR TO VERIFY OVERHEAD DOOR DIMENSIONS AND CLEARANCES PRIOR TO 9 6X6 24'0 44 CONCRETE . fiQ R.NEP'ifC 4Ya2 Liberty Rd.S s151. 5aie+n,OL 9'7302 SLIDING CONSTRUCTIC+IAND OUFRHEAD DOOR NSTAL':ATIDN ® '4XB 1B'0 2'4' CONCRETE INSTALL PER 1ON IIES PR(503)302.7020•Fax(saa)535.6342 RENEWS:6f30i 1v wW W.s°4fhratlyln50�tlailg.CWn p/0 400Y.5 Aekt, /--IETAL WALL SHEATIIK 12 ,-111'OVaiAtIG I / PER DWG Da 1-- 1' 11111111111111111111111 -TPAumas - ! , .................. ---""--irIIIII"."-liiiTi " -m--.--.. I11 a".. 111111111111111111 pp-, IFNI ,„,, 7..,--METAL Nil SHEATHatIG RERDWG 02.0 13.47 k.46' 40 Ailk‘' il 1111/1 A111110 L..411111 vilirdllikl 11111 lialk ,arNArialladillit 13_ti,!.ND 4-X316 1 I 34r 40-r! FRONT EAVE RIGHT GABL.. # "1 „ ir-IErit MI SWANK / PER DWG DT.0, 1111111111111111111111111 , -......... -- I III 11111 _ _..HI U_ 1 1 i i 1 i - • -.. , I REAR EAVE LEFT GABLE ELEVATION VIEWS DRAWING NO.: E1.0 t'VH6ft RICK DODDS LE 2 iir,,,,4" . 9, ,,,e, ;s0 REV.:0 SHEET:3 0",/,"•14875 SW 79TH AVE. "AB A. tA 3WE PROJECT NO.:12105030 1GARD OR.97224 SHiAR FASTENING DATE:28 MAY,2021 SCALE: 1,(8`-•l-0. 'DRAWN BY:JM WALL TYPE EDGES IELD FASTKRS ORE GON SWI moo sfEAr4143 6'0.0 I?0 C Valley Engineering ‘4,,, k 9 2 ,,049 .. ,44 ti- Sou p --GENERAL NOTES 4742 Lberty Rd.5 4151• Salem OR.97302 ..,'W R.140-A I.WALL SHEAR PANEL PER DWG 02 0 Ph.(503)302.7020.Fax(554)535-6341 RFNEWS!6,90/:3 www.southaaier9x56•444949.00.9 S. DIA NH PURL,BLOCK INSTALL 2X BLOCKNG --:Yc OUTRIGGER TO MA-01 PALM Sf1E 7Y ROOF Pi-CF.F R ATTAQ;FACE.TO'RUSS TOP BETWEEN PURLNS ,TTALR TO POST W;to 1Bd NAPS AITACHTO PORN BLOCK W,' MI/MS .:!^�A11DF6 ';gOSBC+iUT COX PLYWOOJGUSS-=`TON p-0ROWI(311fdNA1S -PURLINPi'.AM ,/�+ "� TYPEASIDEOFPOST ONE SIDE Of CMIBEVED RAFTERS �` OLITdGGER BACKSFAN SMALL BE NO LESS ROOFSIiEATHMG.ER ELVATION<S A1TAG+fG;1S5ETT9EA RAFTER W,2G)6dWt5 MIN-.MIL •I �_ M ', .f INSTAL PER DWG 2,0 2X FAsa; PURL PI SW-AIC SPACING PER PLAN !� .TRUSS TOP CHORD AT'ACH EA RRF'ER TO WALL PJFCN AND PLYiLIN BLOCK PER WO 1S ` INSTALL 2X4X3S LONG I TRUSS BOr1Ai CRQC•' NSA:NI CONTACT 8ETWOO,4 POST Iti(6 IRA MP.S \\ RAFTERAALBEARIGBIDCK� ARACHEA'OPL�Ri aOUrRIGGER RAFTER,OUTRIGGER AMC :• REARM B1017f _ A ACH TO POSTdL.aRING 8l OCX MUST PROYCff Rt. W SIMP50M LU26 IMAGER 70P GIRT ATTAO'IMEMT ,2 PER OETAI 1.1. F7i DETAIL!.1 8_ARty FOR RAFTER KEEL ��- GCAVAERCM!GIRT PER OK C1A PER Ora ' * - - COMMERCIAL GPI I - FNER POST: y, 1' •.•• IYS'A.LL 7XfiXD,LONG SEARING BLOCK TIpIT L-- I— ,�UIM —� lr PERDWGDt:4 ---- � Uk7ER EA RASTER ATTACH FA BLOCK �T'� TO POSTTM(XIX14M1IS Aii/d�"'1EARSr'TERTO 4 .�I-- - NTER EIRIEPtOST P'PEACCP*tPOS'. 'S1 Ili 221NI S SECTION 8 DETAIL 1.1 2X RAFTER PER PLAN AEW - INSTALL CONTP AOiS TO RIDGE GASLE TRUSS CONNECTER W'COMAIERUAL CY.TS RAFTER ATTACHMENT Wir.,COWERCSAL GPTS I -,_k p - EA HTPEF, 2X612OFGPTS@24.O.C. INSTALL COMiERO&At STYLE ;VATEW PER DWGOLO ',IS 1 \ P.T.RRORIORPOST I - mil-P 7,POST FEE VIEW PERPLAAi —WAaSHEATHNGFER NOTE:C P.FWALFRAA4P4G ELEVATION i � HOT S+OYRti FOR CLARITY WALL PER DWG 02.0 Tr ALL WAILS I' ,F i ill , HL;,E -POS`TSL`LE -,,,� OATH PCR PLAN HEW PER DWG DT; Tr?ALL POSTHCLES I PAVER L PER RAY SECTIONS&DETAILS NEW d co ; 6. / DRAWING NO.: S1.0 ""CM RICKDODDS — SECTION A fly*C REV.:D SHEET:4 *�+14875 SW 79TH AVE.eft/ s �'� PROJECT 40.:1210503D -IGARD,OR.97224 .2 2L 2I DATE 28 MAY,2021 SCALE 318421'-0' DRAWN BY:JM OREGON �, �G<r 'L-°` - J.1� South Valley Engineering F4y4, 0.toe° 4742 Liberty Rd.S*151• Salem,OR.97302 Ph.(503)302.7020•Fox(BBB)535-6341 f dE1Y�.•A.iCnT www.southooleyenglneerNO.com PIINS TALL(A A HGT-0IPPEO GA:•,l AWE; POST PER P'.AH NARS 7liTO EA�QST FACES ADIACEI TO CONCRETE SUE AT WDSU2 OBTH CONCRETE S E PER PLAN _cam • CONCRETE 9ACRFW.,PER PUN PGTALL PER COHSTRLLTTTh NOTFS HOLE EMBEDMENT DEPTH DEPTH --INSTALL OLP 20d POTZPPED Gft.VAN17 D MIS 2'NTO(21 POST FACES FOR.PCS- ATTACHMENT TO CONCRETEBACKFEL abal MOVER6''HICK CONCRETE PAC WALL PER CCNS`R.CTIDH NOTES PER PLAN DETAIL 1.2 POST EI23EDMENT)E7A1 CONCRETE BACKFILL C€TALL 2Y BL-OCPWS \\' ,•,V— 'TOT BETWENGISTS >© ATTACP EA MICK TO •�STYn'i69101NA45� • POSTFERDYIGSIL- ATTAC EA OFT TO POST W 1711 "Cc-NHS • ATTACH EAMTTOPOST ATTly^R EA OFT TO CR NU-LENC-TR SEARING BLOCKIi.'+MG(3;16CW11S \ BLOOM BLOOSIMPSONLIN :GIST IW GEER AS SF4 M -- WALL CONSTRL.C11CW PER DWG Q - YOU COHSTRUCTION?EP DIVG D2A 1 SECTION 1-1 SECTION 1.1 FROM DETAIL 1,6 DETAIL 1.7 DETAIL 1,8 CDMMERCIA:.GIRT I\STAL LATION ALTERNATE COMMERCIAL MT PISTALLA'ICM POSTHOLE,PL:RL[N&GIRT DETAILS AAA / DRAWING NO.: 01.0 ° RICK DODOS ��j REV.:0 SHEET:5 'SCAT'''.14875 SW 79TH AVE. WERAl NOTES NAILS I O PRESSJRE REATED LU Vs7ER SHALL BE ' PROJECT NO.:12105030 IGARD,OR,97224 NOT.12IPPEO CALVAA;uEO �'= 2C DATE 28 MAY,2021 SCALE: MIS DRAWN BY:JM ORE GOP, 2.IF PR LINSOS DEPTH EXCEEDS TRUSS TOP CHORD DEPTH,lSE �} �G tio• o �y-�-L South Valley Engineering SONCRE E TOP FLANGE WINGER CR EOIUL ``,�o yC,r 9, F� 474i Liberty Rd.S 8151• Salem,OR.97302 3.CONCRETE BACKFIL AD III UPLIFT CO:LARS ARE ONLY R.AO Ph.(503]302-7020.Fax(B S)535-6341 REQJRED AS SPECIFIED W'ABLE 1 ONTHE KM VEINwww.sdutheaIeyenglnenN9.con, - P6TAI119 X 7.1.?SCREWS Vf INSTALL 7t16'OSE CR b2'COX awroGD NECf'AQE WAS+kRS S•OZ.F1ElD 1>.PER RAN SHEATHING OVER PUMAS '�GIRT PER DWG SLP PLACE SCREWS NEXT TO EA LARGE R6 AS S•01W ATTACk NH 60 Why c O.C.EDGES 612'O.G EEL ) PAINTED OR CALVAIZED 29 GA•;Rr ———— - NO ITERMEDIATE&OCIWG REODIRE �^ RIBBE Tr EXILE ROOF 1�50 9-AT.iNG WOOD S.+EA HNG— r PAWED OR i.ALVA,'QED 29;A;MN)R66ED kOOF FRAMING—. < METAL SkEA.r+IMG OvER KC10D SHEATHtIG --ATTAC44ETAi.SNEATHND PER DETAIL i s \ -r~�ATTACH METALSKATyNG PER DETAIL DETAIL 2.3 DETAIL 2.1 DETAIL 2.2 SCAIEX2 ROOF SHEAR-NV WALL SA55ATHNG METAL ROOF SHEATHNG ATTACH MEN' INSTALL 39 X 1°SCREWS W, NEOP(L1E WASHERS§9'O.C.FEZ PLACE PER DWG S?A RACF SC2iWS*21 TO EA -NSTALI 7,1F OS6 OR 1.7 COX+(MOW AGE RU AS SHOWN —— SHEATHING OYE R ORTS ATTACr Wi 194 NNLS AS INDICATED ON THE S EL_VATICN VIEWS 1 NSTALL 2X&DORM AT 41 INTERMEARTE ED S 'YPONWALLS NOTE WOOD SMEAR PANEL C+1Y REOUFLED KIzRE SHOWN CR T EE ELEVATION VEKS 7AAING \_.EXTERIOR MEAL$HEATHNG DETAIL 2.4 SCALE X2 DETAIL 2.5 METAL IN'AL.SHEATF4tG ATTACHMENT PASL)E WOOD SHEATHED S.-EAR PANE. STANDARD SCREW StiEDLLE SHEATI{ENG DETAILS :Or ' DR , DRAWINGNO.: 02.0 °" RICKDODDS S"� REV.:0 SHEET:6 LO01 TfO1a14875 SW 79TH AVE. • •:r% PROJECT'IO.:12105030 TIGARD.OR.97224 DATE 28 MAY,2021 SCALE: NTS (DRAWN BY:JM OREGON C' South Valley Engineering ME�y{F© 4747 Liberty Rd.S A 351• 5alem,OR.97302 Ph.(S03)302.7020•Fax(BBB)S35-6341 RFPoF`hi:5;i0i2I www.sa+thaaleyeebineerfi9•com