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Plans authorize the violation trrni';a�es�,o� ► 600C1 t mjs � RECEIVED ®f any rights at holders of private Approved pia :7 i applicant is urged to easements.The app i � 6 Stu 7 _ P shall be on job site JUL 0 v 2021 contact any such parties and secure their fit,0. g pry ore cing worm. CITY OF T GARD D BUILDING i!VISION CITY OF TIGARD -�. �/ 171 �!FO t/T./es REVIEWED FOR CODE COMPLIANCE OFFICE COPY 4! ,roved: [ .e. i Permit#: r 5'1-2oZ — pp "7 ca. ,/-)s I A ) Lt `$ Address: rj 'h' L1 tllk7iC? , , r � Suite #: ��,�/ By: - Date: • f3 C si''' tY' i ei N , ' \. `\ xis!'ri j S 4 doi.4..5,c, NIN-%.` \I CZN 1 rem .yami * /- ,-. `. ,. �® • ! ile at fien ��° ® /0 ° - ' /adr �` 3 —/ ' " LIDITY F'F PERMIT ` E ISSUANC OF A PERMIT ASED ON r NSTRUCTION DOCUMENT' AND OTHER Pio/ p an .cam fe pc o' f ATA SHALL +OT PREVENT ,, HE CODE O'FICIAL FROM CITY OF TIGARD REQUIRING TH: CORRECTION Approved by Planni - � OF ERRORS. ORSC 105.4 Date: 7l l3 2a2 y of Tigard Erosion Control ,P"c` - .1 ///ten , aet 1 To Schedule Inspections: Initials: �0�• . 0 '9 - j Call (503) 639-4175 Initial inspection: , j; �/ �,. , Prior to lowing inspection uu( leti 1010 0.121 Final inspection: Prior to final building inspection �� Jm�a ,�,��-�- r �,�� A •1 `C -�,-1 J r x..4 n RECEIVED ,p. - o9,a, t %L.-\- aa-.1 -1-0 1 C''nn �-o � JUL 03 2021 °LeC ✓,S FA_ VJr•-b O.... -k--- CITY OF TIGARD BUILUINC 11!VI41.ON POLE BUILDING PLANS COLLRUCTIDNNIDAES HL 1. AL'DRAWNGS SWILL BE PF.7EW'ED AND APPROVED 9Y DNTER AMOR CONTRACTOR PRIOR TO BCv"NNNG OF SITE WORK OR WEE G7NSTRl1CTI7(ALL CIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES,ERRORS ANDCR OMISSCNS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE ARE BEGINNNG OF CCNS;RLCTION.SOO,VALLEY ENGINEERING SNAIL NET BE HELD ILIA F FOR ANY COSTS OR DAMAGES WIRED DUE TO DISCREPANCIES,ERRORS ARDOR ONSSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN. BUILDING OWNER: RICK DODDS 2. THEBULDINGOM.£RwDORCCNNTRACTORACCEPTSFLl1RESPOHSIE4LI7YFORANYWORKDONETHAT£NOTSHOW CRIOR DOES NDT COMM.YWID,THESE PANS. BUILDING LOCATION: 14875 SW 79TH AVE. RECUESTS FOR ANY CHANGES SWILL BE MANE TO THE ENGIEER N'ARIT1TIG.AND SHALL BE RECEIVED PROM THE ENGINEER NAMING PRIOR TO IMPLEMENTATION: 3. STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A 34PW,M OF 2.5(C PSI COMRRESSNE STRENGTH AT 28 DAYS PATH NC SPECK NSPECTION TIGARD,OR.97224 REQUIRED,FOOTINGS AND FOUNDATIONS SHALL BE CAST AGANST UNDISTURBED NATIVE SOIL LALESS OTHERWISE NOTED ON THE PLANS. COUNTY: WASHINGTON 4. AL'DNENSICNAL LUMBER SHALL BE n DF OR BU R UNLESS OTHERWISE NOTED ON THE PLANS.4G ER GRADE LUMBER OF SAME SPE'ES MAY BE S;BSTTTUT=D BUILDING DIMENSIONS: 40'X 13'X 13' FOR PE3F1CORADE 5. Ali WOOD IN CONTACT WITH CONCRETE ABOVE GROUND STALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT.AL WOOD EMBEDDED N GROUND SHALL BE ROOF PITCH: 1 IN 12 PRESSURE TREATED FOR BURIAL BUILDING AREA/CONST.TYPE: 520 SF I TYPE V-B 6. ROOF A WALL WOOD SHEATHING(F LSEOMARLESS OTHERWISE NOTED ON THE P_ANS: All ROOF AND WALL WOW SHEATHING SHALL BEAN APPROVED APA RIVED SHEATING,EDOSURE I,GRADE GO,EXTERIOR GLUE Ti4B'THEN IAEP4A.EXTERIOR ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS GRADE SHEATH/4G SHALL BE RATED FOR MERIN USE WOOD ROOF SHEATHING TOIL BE HALED MTNBNAISAT6.0.C.EDGES ONO'2'O.C.FELD.2X13L0('ONGIS ROOF ASSEMBLY: METAL OVER WOOD SHEATHING NOT REQUIRED FOR ROOF SFEATHNi WALL SFEATHBNfi SHALL BE NMLED WRH II NABS ATE'O.C.EDGES AND 12'O.C.FEND OR AS SPECIFIED ON THE PLANS.2X BLCCKB G SHALL BE PISTkLED AT ALL PANEL EDGES ON ALL WALLA WALL ASSEMBLY: METAL 7. Ali FASTEIERS ESOSED TO THE ELEMENTS SHALL BE GALVAIRED DR CORROSION RESISTANT.Ali FASTENERS E PRESSURE TREATED WOOD SNAIL BE HOT-0PPED BUILDING USE: PRIVATE SHOP GALVANIZED CR STARLESS STEEL 8. IF PiANS SPECIFY GRANULAR BACKFLL IN POSTHLLE,BACKFLL WITH Y'MINUS MAN CRUSHED GRAVEL TO SPECFED ENWEDMBIT DEPTH.BACKFLL IN F LIFTS AND SAT URATE AND COMPACT EACH LIFT. CONTRACTOR/BUILDER: ERIC'S QUALITY BUILDINGS 9. INSTALL PAL TRUSS BRACING PER TRUSS ENGINEERING.NSTALL TEMPORARY TRUSS BRACNG WING CO ETIKTION PER BCSIAIO GUIOF HIES FOR POST FRAME ADDRESS: 4204 EGAN ST, TRUSS NSTALLATICYR RESTRAINT&BRACING DURIG CONSTRUCTION( 10.IF SOLID ROCK IS ENCOUNTERED ME TIE POSTHOLE DEPTH CANNOT BE DRILLED TO THE DEPTH AS SPECIFED.THE FOLLOWING CRITERIA MAY BE USED: GERVAIS,OR.97026 A.ALL POSTHCLES MUST BE A R?BE M OF 181 AND r CEEP AFAR B.THE SOLID ROCK PORTION OF THE POSTHOLE DEPTH MUST BE A MNMAJM OF 18'DEEP AM C.Ali.POSTHOLES NRJST BE BACKPLLED PATH COCRETO BACKFIlL FULL DEPTH BUILDING DESIGN CRITERIA SHT DRAWING LIST D THE 6'CONCRETEFOOTINGATDEBOTTOMOFTHEHOLEAYBEG(ITTEDFORPOSTBEARINGDNSOLIDROCK GROUND SNOW LOAD=25 PSF 1 C1.0 COVER SHEET ROOF DEAD LOAD=5 PSF 2 P1.0 PLAN VIEW WIND SPEED=100 MPH(3 SEC,GUST) 3 E1.0 ELEVATION VIEWS LIABILITY WND EXPOSURE=B 4 S1.0 SECTIONS&DETAILS The City of Tigard and itS SEISMIC DESIGN PARAMETERS: 5 D1.0 POSTHOLE,PURLIN&GIRT DETAILS employees shall not be Ss=0.84; S,=0.39 6 02.0 SHEATHING DETAILS responsible for discrepancies RISK CATEGORY=II SEISMIC DESIGN CATEGORY=D which may appear hp rein. SOIL BEARING CAPACITY=1,500 PSF BUILDING CODES&REFERENCES -2019 OSSC i COVER SHEET -ASCE 7.16 • or DRAWING NO.: C1.0 ° RICK DODDS SIDS 2012 .% a to PROJECT NOSH2 05030 TIGARD OR 97224 d'1 -2021 DATE:28 MAY,2021 SCALE: N/A DRAWN BY:JM 114 VALLEY _ ORE GON If'LNG Pal INS SWAG APE THE PRCPERTY CF a:MxrcXVIG4 S.ESED,N LSF3Uk OIYATTHFLC ATISNNDYYRCi IEDQIT1ESE71pEF1NR.NG,LC AND SNALL BE ©A ..FSCRLggFA.'l*TOIfSERML HGUDNCB LMTE)�AAANT NSINS RC u'• Zr.9 3.° 01- �yl� South Valley Engineering Q 4742 Liberty Rd.S$151• Salem,OR.97302 ANOM1016.-CSi4CREEI%A CR MATDIG LOLAIEN YATMCU'EXPRESS:W7N PEIAMIDRDOCt8ENTAIM BY THE ENGINEER NHCRE SEAL IS VRxIMO THESEPiN6 SHELL UNDER 5(56 FUNSIIn_ 64 R. H06 ph.{S03)30�7020•Faa(880)535-6741 kVYct,MC THE ENGIBURAROSE SEAL 6AEFDEDTO THESE PLN6SHIM NOTBE'in LMLEFOR THE SI?LCTRF LWTE(i0'YORCGOEC01i11aN:EOF ASP 9UK3ECCN UCTE7REFERENCWCTHESE NAM Ma THESE OCCIl7.9. RENEWS'fifj0771 wwwsouthveieyenglneering.cem 1Y.RY i ®i I® RE - �i REF 'IllUly,,,,,, P. — _rS1nG<E1 X't.?,;1 Pf,Pa2BR — VERS4tAM RAFTER 7 _ =I f.- BISTAlL PER OWG S'.D ?VP EA GASER ER) 1041` III .T_______ if ,� REP Ez D . 0 t 1 _______ i 1 ___! 1 III III I 1 N RE -$a DGE c? III zC+T 6'"{7' ▪ h1 t_ ;I --4 iI f- F REf 4' ? cCONCRETE -SUB ON GRADE ® iME ., 41)(31W 0 PLAN VIEW .to.,4 ,.,. DRAWING NO.: P1.0 B RICK DODDS GENERAL POSTS TO J''�f j.� REV.:0 ISHEET:2 T�14875 SW 79TH AVE. 1.ALL POSTSTO BE N2 HT PRESME TREATED POR BURIAL AND ORIENTED AS SHOWN UN ss 4'an /,ji E PROJECT NO.:12105030 11GARD.OR.97224 OTHERWISE NOTEDNOE 1 / 1C%2021 DATE:28 MAY,2021 SCALE:3+16%1'41 'DRAWN BY:JM 2.UNLESS ODER RRt51SE DIMENEEPED ALL VINOOWS AND WALK DOORS MAY BE LOCATED BY H011 DIMENSIONS OR E GON Tf$01h'.EFL'CON-RACTQRIN THE PIAGD.E SHOWN POST SIZE DIAMETER DEPTH BAC3ffH! 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DRAWING NO.: E1.0 °""RICK DODDS atit';:r, �,�•fir��,�f REV.:Q SHEET:3 �Tn°0 14875 SW 19TH AVE. TAKE 2 i • rJr PROJECT NO.:12105030 TIGARD,OR.97224 SHEAR FASTESPc r Ye'20:a DATE:26 MAY,2021 SCALE: 1I6.•1'-0" DRAWN BY:JM WAL TYPE EDGES fLLO FASTENERS OREGOW +Awl WCCCSHEATHING 6'O.C. 12'U. &MAILS 'PA '10Cr e ZtO1'4.3 `V South Valley Engineering GENERAL KITES AOto 4742 Liberty Rd.S#151. Sakm,OR.97302 R. Ph.(503)302-7020•Fax(888)535-6341 +.If4STALE SCR PAWL AR�4G D2A wwwso9thva/eyen9Mee449.can RENEWS:6/30,19 MIN)RJRLIN at= ,—NSTAL ex':.:.-1 _ 2X6 0UTR�GE TO MATCH PURIM Sr I::(:F FACE TO MSS TGP BETWEN P,;RLIHS. ATTACH TO POST AL 14)Ted loALS *Rl:EV°ITC-'ER ATTACH TO PURIIN BLOCK W 1Ei MAILS 2P 6"OSB OR 117 COX PLYWOOD G.SSET7 ON CHORD AI 3)'6e NALS _ _ cLE?rA i1ON5 �?LB�N PER PLAN �, W GGSCE OF POST $HALT 8E V0 LESS ONE rrwnew Rr�Ea ATTACH GUSSET TO F.A.RAFTER W'f2D}8d NALS RCOFSNEATINEP_-L,L,,ATR)NS1.- -7,: THAVOVERWVIGLETGl7NS ps.PEi Dye D2 , TRLSS TOP CHORD FASCIAATTACH EA RAFTER TO °SA_IN 8J2E,I SPA PER PER RAN ENSURE FULL CONTACT BETWEEN \ POST W 16,T6d NAES IHST,tI PAIN A1Q?(1RiN&_OCK PER fa4G D',9� NS'ALL 2XfiX)6'LC4G —TRSG BOTTOF!CHORD i ER DL'TFCGER ANC \ &ARK BLOCK ATTACH TO PCS7 RAFTER AND BEARING RAVI ATTACH EA TOP GPT TO Gl TRIGGER PER DETAIL 1,1 PFR 7ETAL 1.T GEAFIR.G a.CCX RAT PROVDE PAL i i Wi SMPSONLU2E WIDER 1JP GBTT AT"ACHIEW 12 ` I BEARING FOR RAT3t HEEL PER DETAIL — '�,1 CO%IS ,q'yTL GIRT CORFa�R POST '> cRCU�I GIRT PER DWG D1.: — NSTALL 2Aatr LONG BENNO BLOCK TGH1 �- - ��-- , 1111710 ' 1— 3-7 NI I PEROWG0IA ONDER EA RAFTER ATTACH EA BLOCK 71111: mR7STwr3BlIfidNAILS ATTACH EA RAFTER TO OS EA CORNI:3011 1 POST-.-� INTERMEDIATE POST TYP �' — II **A%NAILS SECTION B DETAIL 1,1 I 2X RA•'IER PER FUN VFW R6TA,L CON11NLjcl.IS TO RIDGE GABLE MSS COHI[CTICH'Po,COMMERCIAL GETS RASTER ATTACI IR:NT NrH COMMERCIAL OPTS Fa ll -2X6C2OAGIB'S#24'0,C. I� NSTA;I CCMMERCR.s E PER MG Cr; --ET,INTRIORPOST PI NEW :POST PER PLAN W ° PLAN --WAL.L SHEATHING PER NOTE:GABLE WALL FRAMING ELEVAlON YEWS NOT SHOWN FC4 CLARITYNSTti L PER DWG D2 G -Y?ALL WALLS II ..CONCRETE S.AB PF I_ 1111 1 ROLE DEPTRPER r-POSTHC1lE P.A,VVEw ( PERIPW(OI.O lYE ALL POSWIL_S i ,,,.. ______ .., DIAMETER — .°FR°LAN — SECTIONS& DETAILS LEW FED` / DRAWING NO.: S1.0 w RICK DODDS SECTION A /;- ., '0 REV.:0 SHEET:4 �THM 14875 SW 78TH AVE, _ #7.4''dal PROJECT NO.:'2105030 TIGARD.OR,97224 c 1 20 DATE:28 MAY,2021 SCALE: 318' 1'-0" 1 DRAWN BY:JAI OREGON ��y ���...��/ �T q.G2Y 9,1°°4C o 474�2 LJDertyuth Valley d.S#152• Sale Engineering Oa9 302 64 R. 1♦E0. Pt,.(503)302-7020•Fax(888)535-6341 www.soutlrealeyengheedng.com RFkE WS:6,30l21 POST 145TkL;J)20C I OT•CIPPED GALVANIZED F r, PER OST NAILS Z IWO EA PDS'TAUS ADJACENT TO CCA C*I:SLAB AT AID-SLAB DEPTH CONCRETE SLAB PER PLAN 1 CONCRETE BACKILL PER PLAN INSTAL PER CONSTRN,TION NOTES HALE EMEENENI :?hi?ER OF➢ NSTALILI20JHOT-DP?EDGAtVM PIRA %WS 7 II(TG'2)POST FACES FOR POST j 'MIME ATTN7drFNTTOCONCR TE64(7P1L 5 TIN CONCRETE PAD DMUETERI P TN.1PERCONSTRUC"IONNOTES °=R P_AI DETAIL 1.2 POST EMBEDMENT DETAIL CONCRETE BAOffL r INSTALL 2% 7NG '" � � 1I3Tf BETN.ENDIRTS -›-<-1 ►�� i ATTACH EA BLOCK TO _• 1.0..` •J- POST WT;6'IiC NA15--� POST PER DWG S `�.., • ATTACH EA EIRT TO POS'N7 2}tMA TOEaV&S • ATTACI EA GIRT TO POST ATTACH EA.GIRT TO OR FOIL-'t ETIGl1(1EARNG B:OCANG VI"(1)15E IWLS-1 • KOCK'ffi SINPSON LU24 1CIST HAWS ASNCO • 'NAZ C9N ISTRUCTID1 / I, PER G DU ,'AL.C�TFixT1O)1 xRDlYG CR—'' T SECTION 1-1 SECTION 1-1 FROM DETAIL 1,6 DETAIL 1.7 DETAIL 1.8 CORERCWL GIRT INSTALLATION A;TERNA'E COMMERCIAL GIRT INSTAL.ATN POSTHOLE,PURL IN&GIRT DETAILS ,,,' /.' REV.:0 NO,; DSHEET: °""' RICK 75 SW �j� II REV.:0 SHEET:5 �*�14875 SW 19TN AVE. GENE N9'FS i %`(�� PROJECT NO.:'2105030 TIGARD..OR,97224 1.ALL MUPITO PRESSURE TREATED LUMBER SHALL BE C''1.2 2.7 1 DATE:28 MAY,2021 SCALE: NTS 'DRAWN BY:JM HOT-0WEO GALVANIZED ORE GON 2.6'UR511 GUN ESweSTRUSSTOP CHORD DEPTH.USE s,A -'G ,ciV o .. South Valley Engineering 51.1PSON J8 TW FLANGE HANGER OR ECM6A <r 4.T O'`. 4742 Liberty Rd.5 ar 151• Salem,OR.97302 T.CANOP'E 3AC<FIL MOOR JPLFT COLARS ARE MTN R. HE Ph.(503)302-7020.Fax(58E)535-6341 REOUTRE7.ASSPECFEDNTAKE tON'HE PLAN VIEW wwwsouthvalleyenglnee.tmJ-cam RENL S:63601 RISTAL HEX I•12'SCREWS Wi %CFRENE IYASHERS C 6 O.C.9E1D ! ,dl -INSTAL nVW 1 T116'OSORVTCCXPLD pRTPERDYrGS'A PUCE SCREWSXTTOEA SHEATHNG OVER MAINS I tT�_� ATTACH IN, t -PAVED GAGA',YAMIZED29GA04111 :ARGEIUAAS SWAN� / MD ITERXEDM E fiIOG(P G REWIRED IMBED METAL SHEAl11NC 'YP ENURE ROOF WW1 SHEATHPG , 1 �, IL / PANf®C1 R GAlYM1�0 29 GA MN)F�6E9 ROOF HA!.G ; ! X TAL StE.ATi V C4ER WOOD S€EATHRO I'Ar.H META.jhf.AThR+GPER FTA42.4 Ci —ATTACH METAL SHEATHING PER S.23 DETAIL 2.3 DETAIL 2.1 DETAIL 2.2 SCALE X2 ROOF SHEAMNG WALL SHEA HNG METAL ROOF SHEATHING A'TACHMENT WALL Y9 X 1'SCREWS'WI �.EOFRE*WA&ERS111F0.C.FED i GFT PER DWG.SIA PUCE SCREWS NEAT TO EA \Atir �e--INSTALL VIOSOR 1.7 CCX PLYWOOD LARGE RIB AS SHOWN —— / SHEATM*G DYER GRITS I ' ATTACH SadMM.SASPDEAT 00NTHE ^t ^I IL EtEYATR/)NVIEWS 5 INSTALL 2X ROOFING AT AL.MER)AFDIATE EDGES TYPONWALLS '•--WAD FRAMING --—-' NOTE:W0005FF.AR PANEL DULY REWIRED WHERE SHOWN ON THE EX`ETNORMETA:SHEA"•MNG FiEI�ATASN1lIESVSDRA'A1NG DETAIL 2.4 SCALE X2 DETAIL 2.5 METAL WELL SHEATHING ATTAC WENT INSIC<WCOD SHEATHED SHEAR PANEL STANDARD SCREW SCHEDULE SHEATHING DETAILS e PRgr.,.`♦ DRAWING NO.: D2.0 O"""t RICK DODDS .ht r'$...I.4 REV.:0 SHEET:6 `TTO'14875 SW 79TH AVE. W Y' •,! PROJECT NO.:'2105030 TIGARD,OR.97224 r%IQ'20 .1 DATE:28 MAY,2021 SCALE: NTS !DRAWN BY:Al ORE GON N, J�4 �ti o South Valley Engineering �Q N R. 4. 4742 liberty Rd.5$151• Salem,OR,97302 Ph.(503)302-7020.Fax(885)535.6341 RHaEYY5:6!"10lZ1 wwwsoathvaIeyeeg.neeln9.com