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Specifications A45i2o20- btu123 NAVA CONTRACTING &ENGINEERING,INC. 4106 SE Oak St, Portland,OR 97214 Ph: (503)238-0633 navaengr4@gmail.com Client: Boleyn Residence By: Matthew V. Nava,P.E. Page: Project: 14575 SW 92nd Ave Date: 8/12/2020 ROOF SHEATHING EW NAIL HATCH SPRANG WON SHEARWALL BELOW 22.5+/-7.5 DEGREES ---- 2x BLOCK(NOTCH AS 7-REDUIRED FOR VENTILATION) SPACED PER TABLE ■�` ROOF RAFTER APA RATED SHEATHING PER PLAN (SEE SHEARWALL SCHEDULE PROVIDE(1)SOWC15800 STRONG-DRIVE FOR NAILING REQUIREMENTS) r MIN SCREW AT T EA SRA TER REQUIREMENTS, MAX WHERE RAFTER ALNRS WITH EXTERIOR STUD INSTALL AT 22.5+/-DEGREES AS INDICATED WHERE RAFTER IS OFFSET FROM S M)INSTALL VERTICALLY AS INDICATED 1 BIRD//S MOUTH RAFTER RWE: Y-f-0' ���EO I PROFES Sc5 LNG NEEC S/�� 41,23), 41°EG64 40 16,1e� tiEW V. N EXPIRES 12/3112020 08/12/2020 B PRO! •• P `,� H2.5A•EA RAPER/TRUSST SHEATHING ��SB SFf SCHEOULE) DEA“OVTED SNEARWNL BELOW aa,S�MGi N(FQ J'% i _AltUNLESS NEA, OM ¢ ITV SHEATHING LOCn1E BPS /p-J ROOF 9HEAMWG A3�py 04 HAILS i0 gMPSON AJ5 (SEE SCHEDULE) WASH EM t/y IBC NAILS(StAGGFR 0) -. -11 BLOCKING SPACED (SEE TABLE 1 iBtl BOTTOM PLATE NAILING EE G (1J Oi 2X Sn10S1 SPACE AT 1.9• -O "� SAME AS OESIGNATEO SEE NOR 1-9 '3/7,B}'HRS CHOR BOLT PER TABLE 1 7 FOR SPACING) 5/B"�9I53 SLOTTED BEARING RATE -,y SHEARWALL NAIL SPADING ]%SNO WALL O U A ® /y SHEARWALL BELOW OR 9+ACMG 9� p p EDGE HAIWNG PT 9LL PLATE SEE ,j•()'I SHEA Ixc MATCH Z I ��• ANCHOR BOLTS P MN B0.TESPAUtlHO qno 5LLOR -- --- SMEARWaLL BELOW EX/!RE IE/31/P0N0 <)W Ai 6 EMBBEDMFNT TABLE I y PLATE THICKNESS D SNUG MI Oxm ORm PI 1%� 2x BOOTIE A PETAL FT � VEwi H0.ES/110Ld1Es ]x sN0 WALL MS REWIHENENTS BC NAILS SPACE ,I SHEATHING SHEATHING T AMPSIXI nJ5 06/03/EO19 (J IFS 1�M NRRMEOIAID sm� .�, ACCEPTABLE 5 REED C.SEEM WALL PER SHEARWALL ADJOINING PANEL SHEATHING CONC.STEM WALL (SEE SCHEDULE) ((SEE TABLE 1 FOx SPACING) Z FLOORS FOR VEHTLANQV SOImULE DGE \Z N SnlO WAIL Z I (SEE SCHEDULE) OPDZB STEM WALL n HOME SHEARWALL PER •PARALLEL RAFTERS• H- 4 O ROOF PERIMETER BOTTOM PLATE 16C SPAGNO REQUIREMENTS ,( HOLDOVN PER PLAN EXTENSION /ROOF U n 0 SRARWALL SHEARWALL TYPE S-C'. 5'O.C. 15 0 9EAHWML Q W g1744. v TYPE 0: 4"0..C. WASHER REOMNTS O SILL PLATE ()ADJOINING 3x EDGES AT (il SN m OR M TYPE E: 3•C.C. 10 ADJOINING PANEL Z y$ MRU® ®MRU: TYPE f: 2• 0.C.STAGGERED • )""'_ 3 I ®OR H7:AS =� TYPE H: IM°O,C,STAGGERED Z U' bI Pj SPECIFIED A O Z W ON DRAG I U LL EXTERIOR SHEARWALLS INTERIOR SHEARWALLS PROVIDE.0.GENERAL DETAILS AT TOP AND BOTTOM OF ALL SHEARWALLS UNLESS OTE➢OTHERWISE TYPICAL SHEAR WA)) SFCTION FOR RFEFFFN)'F (NOT PROJECT SPECIFIC) !!(AG sP1 SNAP W/ . 9HEARwnLL A„ 5„�-C.y LiAy AR5 SWML A.B.SPACING AX SAL®-®� NAIL M10(2)IBe TYPE K'IY'�YAMby;/ ll T%9LL PL IO'A.B.) }%511y PL I2'A.B.) NAILS 0(2)24 I SHEARING A.P.A.RATED WALL N Ye1Rtl 4 F S STUDS TO SHEATHING(SEE SHEARWALL p(f(` EVERY OTHER HOLE T RERJSC...FOR NAILING EOB tg�4'pC CC 1>•SE &oc / R[QUIREMENTS) F 1"OL E 4-OC 5 AUGER ]%R 0 8}" 1 AT DF 2v STAB o3/I>/T03o STRAP EQUATION DRANT NOR: 3%PT SEL RATE RED.FOR E-H SHEARWALLS AS INDICATED ABOVE. DRAIN 06/03/E010 PROVIDE 2-204 END VIALS FROM STUD TO SOLE PLATE WHEN SNG.3%SILL PLATE IS USED ET. AT EXISTING FOUNDATION PROVIDE 5/9"DIAM TTEN HD ANCHOR BOLT,EMBED 4•YIN W/SPACINO AS SHOW ATONE SPECIAL INSPECT 1 REWIRED-BY OTHERS i_� i L PANE EDf:L 1 SHEARWALL SCHEDULE ticRERUWNjs4UST HOLDOWN SCHEDULE IRA AT 5'GC (nl IRE COMMON i (E)PT 2•SLL PLATE 0 PANEL TWEED SHIM MARK WALL WNER FASTENERS E • grypS' REMARKS \ / ...STI2'x NAILS AT EACH END I__---MARK HOEDOWN FASTENERS v as.Lc. (I)TOB NAILS ro aAu b= '� IS)SUSHEWOP ©RAIDS AP,A 2)E"%O.IM'="/OR NO SPECIAL CONNECT BIM,10 EACE AND W NAILS 1111 . (E)DROPPED BEAN RATFA SNYC comma/ p"O.C. 11'O.C.ZM'%0.111 GMV BON vex FAR JST/BM/BLK'0 4 ACCEPT SUBSnTUiES REWIRED W/teC 0 4'O,C, B MSTC48BP SEAM BOTTOM I M ��9g pp SEE N01E5: BA¢PLY: SEE X01R: (JO)ID4 TO STUDS/POST • T STWO-PLvR "C516". Al2) 0tl COMAS (0)Ise x 2 1/2 FRP PLATE W/(5)%•M219.9.1M NICENESS PLATM > 1,14!19 FACE RO T O.0 I;I4,t IS v 42 LONG TEACH EXO t J•Hr15' t PSON'SSTB]A' (AD(1)))j'ASntAw HB SHR(EEN52TSILL E)CONCRETE IS/]T•AP.A T15`x 0.1JI'COMMON OP V UIOR B0.R (A'NN CMBEG)EA ENO OF SHEARER).((%) RATED sHrG Btl cGM110N 4"O.C. 1]•0.0 R"%0113 GALv BOX Ac NAIL ACCEPT SUBSTINR9 `C514" (15) IOC C'TE" ART T2O)S05 I/4"%3" , TOTAL PLATES PER SHEARWALL?(ACCEPTABLE r0 -zi W9k!0\ 5/Sy A.P.A !'OC J%REQUIRED O ALL IB°LONG NAILS Ai EAQI EXO p/ "HODS- t SMPSON'SST82p" NSTNL d BORER LACE OF WALL) v/ iRAim 41YG COMM.STAORO. 8'O.L. PANEL JONrS V 5091' ANUIdt 80.15 7\ (E)CONCRETE FOUNDATION •GSTCI6"• (25)1Bd SNEERS (20)EDS 1/4"%3" N pkl4x®5/JT A.P.A. 2'O C 3x RE0.ARm O ALL AT EACH fN0 °HOpe- t 9MPSON'9STB2ES WO SMPSON TITER HD RATED toll S4 CCNNDx StAORD. G"O.C, PANEL 4.9. \/m'LOTS WS3• B%MIX POST EA ENO ANCHOR BOLTS EMBED CPS *Q s/JT'AP.A. 4-OC 3•REa1Rm W IL. MAR)IOC COMMON <AS)SOS 1/4'x2 T/2' INSTALLATION REQUIRES 1Y{c AIDS G BC COMMON STA0R0. p°O.C. PANEL JOINTS-Di1SET \a J "EMST11"n LS AT EAOL ON ...RI- 8 SBTYIp'BOLT SPECIE INSPECTION c �% 80'LONG b%NN1.,..,,Si VD // EA END 4O STRAP HOLDOWN OPTION * ®'RATS SiArA se CO1M0N D O.C. e°CC, PMSEL JINN41Ts MOPSEr 1t (2a1 WO 1/0)21/1' 1'0 MREADE ROD ASTM FISS4 RD E(� > EA.SIDE S}AGRO. 'MbdT'JxT1DRS MIN SILOS POST 0 A EANEL.END 36 SEE U EMBED 11'INTO FETING 1` *WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL,PANEL 1 1HDI8' exebl(5)I)B EA,END FWe THREADED ADED R ED R AS'IAM Lr) JOINTS SHALL BE OFFSET TO FALL ON A DIFFERENT 3X FRAMING MEMBER Ny NON-USE MIN.4X STUD EA.END SHEAR PANEL FOR HOLDOWN 3%STILES 0 PANEL EDGES FWnSO SEE PLAN I -• -USE MIN.(2)2%STUD EA.ENO SHEAR PANEL FOR CMST(C)STRAPS • %Iy*-ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3"NOMINAL MEMBER REOEWNG EDGE NAILING TYPICAL AS DESIGNATED ABOVE. SEEOFOR 3X ALTERNATE. BUILDER TO VERIFY ALL INSTALLATION REQUIREMENTS PER"SIMPSON"CATALOG FOR ALL HOLDOWN CONNECTIONS. NOTES LEGENDB. ALL STDAWALLS W/SSED28 IB. AT EXISTNG FOUNDATIONS PROVIDE 5/PA 24, PELO-CUT ENDS,NOTCHES AND DRILLED 30,HANDRAILS AND GUARDRAILS BY OTHERS. "F,RH,P-NAIL'-DESOLATES ANCHOR BOLTS TO BE 8"MIN MEND TYPICAL ANCHOR BOLT EMBED I. HOES OF PRESERVATIVE-TREATED WOW SHADED WALLS INDICATE 1 AMNLL ROUND-HEAD POWER 9, SHEATHING ON SHEARWALLS WACNG PER TABLE 1. SPEC. SHALL BE TREATED IN THE FIELD IN 31. AN F AIRED GUARDRAIL AND RDED LOAD BEARING N WET mTERRUPTED BY ISPECTION.......... ACCORDANCE APR ARIA M4 HANDRAIL SYSTEMS AND THEIR Assam/ED HALLS FRAMED AS OESCPIBm 2'RAIL EXTERIOR WALLS MUST G INTO COMPONENTS INCLUDING CABLE RAILINGS ARE U NOR 2 O SESOLS HALE 15/32'APA RATED SHEARWALLS , OR WORN IS TO COMPLY MTH THE CTEST T5. IT IS ME OWNER'S AND/OR OWNER'S TO BE A DEFERRED SUBMITTALS BY 0MERS Py STRUCTURAL I SHEATHING MAID 10. BUILDER i0 VERIFY ALL RD MD..'OP THE INTERNATIONAL REPRESENTATIVE RESPONSIBILITY TO D TO BE DESbNED IN ACCORDANCE WITH = NOTES 0.131"M%1"(8C)S RH.P-NAIL INSTALLATION REONNTS PER t1 BUILDING CODE,ARO UNIFORM BUILDING CODE COORDINATE NTH LOCK BUILDING THE MOST WRRENT ORSC AND OS. A1� (OR fWIVNENT FASTENER)Al .PEON'CATALOG FOR ALL La�T UCABLE STAR,COUNTY OR LRISOCNOMS TO DETERMINE IF A RRECUITEMENTS A.STAMPED BY A VL/ A•APPROX.HIXDOWN LOCA.. MINIMUM b"OC EDGE NAILING HBLOBW/STRAP COWECnONS C JURISDICTION. GE0.0CICM/CEORCHNICAL 1NVESnGAnCH REGISTERED ENGINEER IN ME SCAR OF 773 SET RUSH W/9URFACE OF AND/OR REPORT IS RCOUWE.FCR ME OREGON ACESE ERA Y. \./ SHEAR WALL LOCATIONS SHEAMIXG. (TYPE'S'WALL IS II. DIS DISTANCE FOR MIN AIL SSIS ANCHOR 1B CHECK TIE CPONTRACTOR IS RESIS PONSIBLE NOTIFY THE SPECIFIC BUILDING LOCATION. THE LATERAL 32 STAMPED DRAINED)AND CALCULATIONS CT OETNL REFERENCE TAG STANDARD' BOLTS 0 ALL FOUNDATION VENTS. DESIGNER O ANY ERRORS 0R OMISSIONS T MY LF MAT HE DESIGN ASS.ItOEO ARE TO SUBMITTED AND APPROVED BY THE i0 •C/] BY BASED ONE,TA DARD V NAVA P,E.,IS D OAT LOCAL E FONG OLPARTMENT PRIdI TO n (3,OPTION REFERENCE fCR J. FASTENER RE CALO ro COON AND ENDOW ORDATIO PRIOi TO ME START OP CONSTRUCTION. 0104 A ON STANDARD D ODI ADDITIONAL DESIGN 4/ �. MEANER SHALL BE GMVWI2E0. MORN BE PERidNMEO OPTIONAL CONDITIP.ON COORDINATE EM FOUNDATION ORE NOT REQUIREMENTS ANY SPECIAL NM A' IXTIOWS DC It AT .DESIGNER AS REQUIRED 19. AG STAIRS ANDRAL HAND RAILINGS UNUSUAL L GECAO ENTS FAX SPECIE ANC/OR �j�y LOCATIONS iNDICATm W/REO'D 12. CONCRETE A 2B OATH TO BE INCLUDING STAIRS AND ERI O RAIDHEX AND UAL CEOLOOCM NOTE DERAiIOR9 SHEAR WALL). KEY STO ALL SHEATHING SHALL MU000 PA N OG DAYS AT T M CONNECTIONS,INTERIOR AND EXTERIOR UNLESS SPEOP<AAL NOTED, SCCHEDULE FOR SE EDGE NAILED TO HOLDOW • ALL FINISHES.QUIREFIRE RATINGS,EGRESS DUE FOR SHEARWALLS. REQUIREMENT£FLASHING,IBILANIXN, 28, FT RS. WALYEA ANB POSTS D ice• SHEATHING AND HALING 5. HEAT NAIL ROOF AND HOOP 1S. BA$PLY-60 WO.ER OR ¢RACK;NdGHf RfSMICNpNS,ETC ARE GEN.RS,JOOUND SEMIS.POSTS,AND REQUIREMENTS SHEATHING TO RIM BY OMdS ¢LEAK FOUNDATION OESCN BY OTHERS J( WALL k FASTEN T O MIS WALLBOARD 1 3'X 0.ID TO°NAIL, UNLESS RASSiCALLY NOTED ON LATERAL I^1,, SSCHEDDUULEBt WAIL AME I. H A33 WOOED MIN d'HEAD I'�G ID GMV 20. DESNN LOA05: pESCN DRAMHGS. V!./ SCHEDULE FOR�NB SHEAR WALL PER MCC I. • $ISMC: ZONE D2 I�ti 0.pOMN.AxCHOM 6. LAP TOP PUBS MNNfIM 4'-0• STAPLE 1 a•TB GALV.STAPLE EEC, 96 MPH,CAROORT II,E%P B 1). WEN THE VERTICAL ANO GRAVITY OESGN BOLT AND POST SEMEN SPLICES W/(e)MI EA ACE PLY-.CCM.CR AND ANALYSIS IS PERFORMED BY OTHERS/COTTONS FOR //'•'ONI�� SPECTICA BONS BOTTOM PLATETTO SHEARWALL M JOST, D,2 d"LONG'15 GA.CRY 21. ALL 8Y 0 ERSRUNIE99 SHOW ON AND MiHESE PLNI55. ALL MEMBERS IIT UPUFT CLUOING,RRAFTTERS RIDGE F•��I OETA APPRO%NOLDOW/ ry u BLOCKING.OR ROdi JOIST BEAMS,HIPS,VALLEYS,AND TRUSSES ARE STRAP LOCATION BELOW W/IBC O 5"W, STAPLE,2}'LONG 22 ALL STEEL (S FOR SCORROSON RESISTANCE TO CI DESIGNED BY OTHERS UNLESS SHEARWALL SHEATHING MUST EDGES ARE BLOCKED.AND OF INLET(SAND/OR DECAY EATIONPROTECTION OR SPECIFICALLY SHOW OR THESE DRAENOS - E%TEND FROM BOTTOM TO TOP 14 EDLE FASTENING IS PROVIDED AT STAINLESS)AND/OR DECAY PROTECTION PLATES, ALL AIRPORTS AND ALL PANEL O TIMBER(SUUH AS PRRSURE EpOEANAAE RHA ND,FILL,cOMPACTIM AND 2. FASTEN Pt SAL PLATE NTH TREATMENT M CEDAR WAPPINO)BY AI BT OTHERS 9/8"I TYPICAL ANCHOR BOLTS 15. FOR 1 HR.PRE RATED WALL OTHERS 10. FASTENFAS IN CONTACT WTI Wp"MAX,S.ON REDUCE SPACERS AS• ASSEMBLY PARDON 5E AD TYPE ES ALL WOW EMBEDDED N CONCRETE SHALL PRESERVATIVE-TREATED WOW SHALL BE 48' A%,REDUCE SPACING 'N'GYP.BOND ONE SDE $APPROVfO HOT-DIPPED PING-COATED,STAINLESS STEEL MN REVD PER TABLE L EMBED T 19/SCREWS OR NAILS PER NOR P SSURE-PRESERVATIVE-TREATED WOW SILICON BRONZE OR COPPER. 13 0 4'O.0 TABLE FOR GROUND CONTACT USE t\A\511Q'6tbIL t GENERAL NOTES: 1. ALL MmK IS TO COMPLY NIT ME LATEST ADOPTED VERSION or FOUNDATION NOTES: IR µ INTERNARGM WILD.CODE AND UNFORM BVadNG COOS Of FOOTINGS ARE 10 BEM ON UNGSNRBED LEXEL SQL¢1D0 17)0 •O )B O 7(B' pp003 MP...STATE OR LOCAL AIMSDICnOn fAANY ORGANIC MATERIAL AAA]STEPPED AS REIN aEOTO SUBilOB ON 47 TYP UND �' - TNx TM POAROD DEED BELOW ME ANAL M BEAMS W to••S PT PLATE w/%'r Axadl BOtr ._ /^`A !'. ANALL STAMPED DMMNOS AND CALCULATIONS ARE TO BE SUBV 770 m 1R PEA _ ]\JC - .• D P70100 BY TM LOC.BC..DEPARTMENT PROP TO ANY 2 REWIRED ALLOWABLE SOIL BEARING PRESSURE MOLL BE 1500 I LACT NSd1EOI DD TIP SPAONO SM[MWALL SWCOULC - ._- OC _. Z R WORK PERFORMED FS I < ANG1IM eat O M'QG DAeED C Aj6 __... •W/37E7 WASHER MN AT 1YPICAL CI U TE 0 TOE 00M IS RESPON9B00 TO CHCCN THE 45 05'or TO' IS 3 MMMYM SLOPE OF CUTS CANDOL Rls 10 BE 1w0(2) p•GONOp[R MOH-SMEARWALL LOCATIONS) .o ___ ▪-:_0� EXPIRE. 11/31/20E0 Z tO NOTARY ME O[sON[R O ANY ERROR$M ONISSBS PPoOt ro NORIZBIAL id ONf(i)) ATCAL FM BURONC£STMCNRm, 91[YIRNL WIP yy - pp ME START CF CONSTRUCTION rageON3 AIWO RETAIN G WALLS GROCA.•l µ T R K. MITTEN OIMFNS019 SHALL HAVE OR[¢➢EM¢OVER SCARED ANY FILL UNDER MAOtE SUFoo*tm MASS 70 S A LAW.CA AIIFRINTE NOON tl/ 7�tFB L A Dr too too MHO Op/11/t0A0 O Y SIGNS CO NOT SCALE ME DR..... V'IN ORAMILAR MATERIAL COMPACTED TO 851E TOP!B0R _G"B __.__._ .100.0 27,02.1.0.0 _.._..._,_.. Z U 9 '-LSO" Y 9 CONCRETE snsmoM: - Z 5. ALL ARCHITECTURAL CONSKCRATONS,INCLUDING STARS AND HMO y COTO, -MIX AND 28 DAY 51Rf G N OF Cownu. R Fc.JDm P9•u DA19 I-- RNUNGS AND TN.B CONNECTWx£INTER.AND EXTWda FlM91E£ VIrl ^: REBMMCEIAENT:60 KSI FIRE RATINGS EGRESS REQUIREMENT£!LAWNO.INSULATION. ���. GRADE SO PLAN U 7177S.MOBS RESTRICTONA RC ARE BY OTHERS. -pA3FY[HT WALLS a 00)004TONS ),Om P31 )' Q W (lY'P 2 LOST!BEM) k'PLYWOOD DECKING 400 WNW G GALL MASMES FOR CORROSION RESISTANCE Of STEEL(SUCH AS CONYON O e'OC•PANEL W GALVAM2A00 OR STAINLESS)AND/OR DECAY PROTECT01 CP TIMER -CASEMENT k W1Efi0R 49 PERFORATED EDGES,t}'OC w THE FIELD Z y$ (SUET AS PRESSURE TEATMENT OR CEDAR MAPPING)BY OTHERS. ALMS ON MADE: },SEED PSII-_ anY T. DEIGN LOADS, -POACHES.STEPS,k CMPMT )ADO P9. .. PIP[.MP TYPE 2 POST&BEAM Z 5 w C BEAR ON UNDISTURBED SOIL B Roof(SxpW LOM9 a5 RSF PROS¢PROPER CMNc uETHms AND CCM,17c2ON FLOOR SYSTEM: Z G g 00 MTAL LOAD(MANE/COMP) JONTS As RfWNEO TO PR[FENi ROVERS MrtnIMG ►(...)(13 DOF'fret Let'SIRE MATERIAL) a PsF °TYPICAL FOUNDATION UL•PLIMWO SUBnGDR B o<MS R.4M MOOT 40 4 GAPA¢Rd)RS TO ROPE I T/R .1CwAp0s M[XIXG Ay NIS TO GIRDERS ON 4X4 RO BCI PORT CM MT 40 PST REMISED fM DRAMA¢. mf1C 1E AAB9 TO NAVE 005 t o F� MST(4 4 O JON.)ON DMA¢KOOK(7) (3.000/PONT) SO PS TS AT 2.7 R.(ARM)WRCMALS EA WAY.MFOS MC TO OE (MF 2 POST k BEAM) ASPNAL�CSHWOdE ON le'rY0' ; 1r4 POST DECKS 000 5-M AIR ENTRAINED P.MO UN0 BALCONIES(EXT)) 40 SF PROVIDE NEW-rO-EWSTXG CONCRETE DDNDWC f Ic STORAGE'CO.AT) ]0 PSF ].CONCRETE 9¢7N7S TO HAG 3/4•W.TOOLED,ANTS AT 5' f POST HEIGHT EXCEEDS SEISMIC ALONE D2 FT.(YIN.)0.2 AGENT Al ALL INTERFACE SURFACES • '7POSTSPOSTSAT BASE MID 94 MPH.CATEGORY I,EXPOSURE B •. E .. iS'r X S�Ta S. REwFMpxO STEEL TO SE Sf A-SEISE GRADE90 KLIMA (2)N DOKLB X 1O'LONG EMBED% Y-C Mew/L1 FRAMING NOTES: OPTIONAL AIRE MESH TO BE A-fps. COSTING rowan. DENT OF COSTING STEM WALL(10•MAX) 1. ALL EXTERIOR WALL OPENINGS A BEARING WALL OPENINGS t0 HAVE . EXCAVATE STE 10 PROVIDE A URN Of CLEARANCE UNDER (DASHED) di MY-PACK INTO LXUSTNG WALL BEAR ON UN0STURO0SWS 4 X IT HEADERS UNLESS 017717 INGCATED. IF BUILDING ETAT WM ALL CAROMS. µ CONnIWWS TOP paa N sums usc a X e A Home.uKtss oMLRM.nomn ON / THE PUN. Id mKR ENnM MAW.sPA¢TIm a ML BACK•N9dULEx• TYPICAL INTERIOR FOUNDATION AND EXiEIO UP FWNMnoe WALLS ro P.T.Yips. NEW FOUNDATION F2 ] ALL UNLESS WRNS TO BE 11E. A i%6 PODS LL M6'O.C. ��� O (TOME A PAST k BEM) MMW p3/I}/}pq0 1YPKALLY UNLESS NOTED OMCRMq. ALL WTNIM WALE ARE TO BE II PROM¢A LAW.OF 1 30.R.V KXTILAnB AREA fM CAOI I/. ItMel a BUETN OF SM%4 5NO3 O tp'dC.iYMCALLY UNLESS NOTED OTHMMS. vAQU 50.R.CA WAXLAMCE AREA KN15 ARE 10 SC 0.05ABLE pi 4Ai1 NM OO/O/30]0 tTU SIP 17 0.TAM C MmU ROARS AND I TE MOa M.•I.W. E P• ..SCREEN. ONE VWT I •N KPTCAL a aa'O-<. POST fbC 1RDN[BEM OWN ROOF'./EEL WAAsSEMBUES SHALL BE 2 X B SRKS a 16'aG PINED MMIM X fT.sr EAB CORNER. POST NOTICE RE FOUNDATION CRIPPLE WALLS SHALL BE FRAMED Of MOS NOT LESS IX OPEN.GIBS Ai ME ELECNIKAL PANEL - - <ULLW LEXGM CF]•11 F1R1 HEIGIIi io/ 'I,e NLL HDBT �NP4 PITH�12 Sat MAN OE STUODNG ABOVE. WHEN EXCEEDING 4'-0'W 0OCNT. , , / CNRAL M4 BE Al a ! , or SASE 9TU0 SUCH ANUS SHALL¢FRAMED O STUDS MANNO THE 92E REQUIRED 11. ALL WOOD W CBTAC!TIM CONOLEiE ro¢PMESME FOR AN AOdnONAI STORY UNLESS SPELT.OM797. 1REAlED M MOTECIED MM SeE ROLL ROOfINO. t•, N3 AL}a'• �\ NLL ALIGHT 3. ALL METAL CMNECTORS 10 BE-SMPSON•OR EQUIVALENT. U.N.C. IS BEAM POOLS.IN CONCRETE TO HAVE 1/7 N.AIRSPACE AT ralli N GONTNUWs BOTTOM NLL HCILNT / _ DF 4X0 SEND Jd515 MIND Y MUSH BEAMS TO BE ARACHED MM 0210 M A¢S AND LADS WM A WN.BFMWO OP]'IN, • S / / or.XN1. NNW JOTS USE DIMIll ESE AS OFREQUIEMHANG USE IN R®M AT END OF A6 �'� 'I' '\`\� A.ip AT 11. WAND ENDS 1114 A NT WALLS BELIE BApIF1WXG KZ / ]I'a W X 1-I/1'NAM,S ARE ALLOWED MM ARCS rTP[OF NMOERS PROVO.A 4'IN.PA.PCMOAATEO OR.TEE BELOW ME TOP UNLESS AF LIL ON M BANS. 5¢NAIL CONVERSION CHART FROM 0 MC fm11NG WE WILDNC SECTION$). ��. /1% % % .I�� LURK.SI 797 CATALOG FPI OTHER NOTES AND RESTRICTIONS THAT ( i'1/ / /I IS E FLOOR BASE AND lOBDATB PERIMETER MAIN SHALL //- / % % l j• 1 EMS=DOUBLE.SETS 70ER AIL WAYS ABOVE wwW+c OSBMARGE BY GRATIFY M MECHANICAL YENS INTO AN ONEW-TO-EXISTING FOUNDATION -XJ���� i i ,Oai���aa.-P, .. y AMMALL6 TD JLRSTS AND MVO BLOCKWO BELOW ALL BEARING WALLS MPROGID DRAINAGE SYSTEM MAT COMPLIES MTH OE PLUMBING F,3 /• / / / / ./,A 35 RUNNING PERPENOWLM TO MOOR JOIST. CO¢. ERE A StI IS LOCATED AND ARMED.BY MM.TO / / %\ /11� % % %Ilf /���'' BE IN NELL-DRAINED GRAVEL M SANE/OAAKL NOME SOTS.A ARL MLIONi / / 5. MONDE P09TVE YNnUnON AT EACH ENO OF EAB RAFTER LINT.TELI ORANA¢SYSTEM IS NOT REWIRED. W IRS STU• / / Mr ' / ;11 SPACE AT AW1ED CID AREA£ NV INWLAnON BA O R AT EAK % % % % O A6 fLAS r ...c) PACE BETWEEN RAFTERS RAFTER VENTILATION IS ALSO SEAT EA AT 16. EXLAVATON.TTApNG,rLL.COMPACTOM ANO¢XFAAL /BLOCKWC IOCAMOl9 MOLE ME PIAfE. STE ROPE 9tAaLtt BY OTHERS. % % % % % lir% EAGERS. MONO[MCNTE 11 ,MAFTS1OPS!FlRC S1MS AS PM ALL 1T. KENNING WAIL ASSUMED DEMON BAT£UNO: % 0 4LLXpnE5N0 N APPU<ABtE CCU[£qE¢NCRAL NOTES/1 ABOVE EQUIVALENT LATERAL SOL SEARING PRESSURE:40 PS / / /COLMOExT OP FRICTION: 0.35). NIPS VALLEY'S AND RO¢Y 9RALL LOT BE LE9 IN DEPTH MM THE FORM mars¢SON lore % II �. >��-I END CUT M TM RAFTER. % % % la. i IS ME OYMER'S AND/ON 014NER'S REPMSFNtATG T. UNLESS NOTED OTLFAWSE DIRECT SEAM TO POST CONTEMNS REWDNSBIUTY'TO COORDINATE WM LWAL BUILDING PROVIDE A35 EA REWIRE•9MPSM'(E)Cm SALES CM(ON APPROVED EQUAL) AROdCTONS TO DETERMINE O A¢O.00CAL/000TEMIGAL SI¢Of POST TOP / CONNECTORS.POSH BEMWO DIRECTLY B CONCRETE fdN10AnB INK9tICATON AND/OR REPORT I8 REQUIRED IM 111E SPECIFIC ANO BOTTOM TM % J REWIRE CB SERIES POST BASE UNO. WONG LOCATION. ME rWNDATON AAO SAVOUR.DESIGN (MIT AT Hrt / / / :-=---.. ,1 A9 NDARDC 01'MYSELF,RUCTON WTMEW O AMA,P.E.IS BASO ON /I-I-I/I.�.I'.I.I/ I.I,I I'T[.I/I�.� Ln R SPCIEs STANDARD CBSTRULTON MASON ONO DOES NOT I IS BASE ANY / / / / 1 /IA.POSTS.BEAMS HEADERS NO.T DOUGLAS'FlR ADdTONAL 0E97 REOUREMENTS FOR SPECIAL AND/CR UNUSUAL / �I�G �t '�% Ii'_ i JESTS AND RAFTERS GEOLOGICAL CONSOERATON9 UNLESS SPECIFICALLY NOTED. --'-' Ln B.SILLS.PLATES BLOIXINC M.]DW0.AS PR 19. At AMMANO WALLS DO NOT INSTALL BAOIELL&MIST WALL EflO�, BMDGNIC RC. UN%CONCRETE HAS SUMLIENRY CURED 07 0 3 MW. mml C.SNM TO. MACE O.F. INSTALL 1.7fILL PRIM TO INSTALLING f10M RWAEAN2 • M RAID VI/ASB 'Ilk Of A6 STUD W/A35 O.BND9 OVER t0'HIGH 0.3 CO BUTT D/W OF M lIYO W/ASS SAL dAPNRAGN AT TM OF WAIL CA SALE M SAID TOP E.POST!BEAM¢CHINO UTILITY MADE O.I. EA SCE 0 SEND TM EA•¢¢ TOP AND BOTTOM H1T5 HOWOW 0/ AAS.'.B F.PLYWOOD SH711.0 le/)T COX PLY,32/16 AND COMM O.OW-LAN BEMS M-24W.MY AON, ?A 0ONMACIM 004110 BLE ro PROM¢A¢QUATE DRAMA¢ 5STB24 MOCK BOLT (20.AB•EXT.CBDIn0M1 BE11M0 RCTAWIHG WALL 10 PaKxT MHMLOSTATC PIRCSSUa. 41 GABLE WALL STRUCTURAL ELEVATION K NI Mete M.}99 (( 2.0 Fr.3300 21. RETAPNG WALL DESIGNED FOR CANTILEVER WALLS WTH FLAT SOLE:I/2'•1'-p' K 44 S•• I ]6W E 1.8 Fr.3B3 BALXFlLL BEYOND ME HEEL O ME BAq f0OIG FM A LCEI EA SK[ G SSP 11% • PA PLACATES PARALLEL STAND CUMBER MEANLY EQUAL 10 ME WALL MO. ar Po8i - MO¢BEM A•U N5 05 1 EASEDLANNATE0UM VENEER LUMBER1000 Aga'OP 1N} M M FLAT 0A ULL HEIBi I.A PRESSURE 4 00 0 CUMBER TO SE LABELED'CCA' 22.METE SHALLOW IQUAWATONS BEM B O.OMPM1m MN Sm ga MM HEADER It1� 6T10 DF Aa MT TCAMR AND TO OBTAIN NO AMMDAOA BASED TREATING AGENTS MATERIAL TM COMPACTED FEL MATERI.SHALLCOMPLY MM MC PROVISOS Of AN APPROVED GEOTECHNICK REPORTPER OSSG -----top---'-- %� 35 At 14•DC w l vD. ALL FA81ExEN9 MIKM INTO Pa95ME 1RCATED WOm An BE SECTION lee). 0, NEB' �' % `` FULL NEMO IIOTECTEO MB CORROSION IN AmORDMCE MM IBL 2]N.10.£I EXCEPTION COMMIE°NW LESS MAN If W DEPTH D1 LESS MI V•p OF M 81U0 NAILING SBEDULE: NEED NOT COMPLY MM AN APPROVED REPORT FRONDED MC - /' N L£NGm a iY3 W�� 11.JEST A SILL M MET 3-ar TM NM u'PLA¢OW I.SITY IS MT LESS MAX m PERCENT OF THE A38 AT 1M• % 's' STRUCTURAL RIM }�4 •ST TO 9L JOSS 3_19 TOE NAIL MAXIMUM MY DENSITY AT WnMUM M09NRE CONNNT / Y SUN O1 1p OROFA 1-IRE BLIND k fACE ¢TERMNED IN ACCMDAM¢NM ASM 01157. THE COMPACTION / / �, a9 SHALL SC 12770 SY SPECIAL SECTION IN ALGMOANCE MM / TOP PL TO.KIT -la ta'a<. FACE NAIL DSSC gC110N iM58 '; ; \ TM PL TO SNOB 1-LSE ENO HAIL / STUD TO SOLE PL. 3-. ea OR TOE MAIL DOUBLE SND4 00• .K. FACE NNL REMODEL AND/OR ADDITIONSDOUBLE149 %►�. DO UBLE STOPTU PL NCO•14•e.a FACE NNL CONTINUOUS MA=(2 PC.) teW•16•nN. EDCE NAIL 1,WADI CRAM.Of[%SUNG BRITTLE TIMMS(SUM AS SHEET per/ 'COG.AT.TO PL. 3-SI TOE MM w MG.Al.LAP OVER PL 3-lM FACE NAL ROCK.LATIE AND PLASTER.DLL ETC) s M INIEAdT RESULT Or �� MG.Al.TO RAFTER r104 FACE HNl awl=AND AOB1ON3,EYsnNG MIMING MEMBERS(RAFTERS. 1111111! Ai1FR roi0PPL1-101Tp[NNAuJOSTS A Aus)YAY aAGi NEW ArmAW1 YmfYO LOMWGCOLT n[s((G.EKG) a-TOE((tYl.N.aj FACE LMEN The OCCURS.MST CULL HAVE A MOW.OCRCCTB PROTLE.pURi-W CORNERSENDS Qa O T4'P.a FACE NNL ME NEW.Y DEFLECTED SMAPE TILL BE WMW CC¢UNITS BUTDIFFERENT MAN ORIGINAL ocrisc o SNAP. THE TEA DEFLECTEDlLYWOOD SUBROOR ICE•p'r.aEO¢NNL •NAPE MAY OCCUR IMMEDIATE BUT O1UITE OMEN YAY TANS SEVERALad Ot2'e.c.PELp xA£SOLIDBLCCNING aM[MNC3-DaYKM6 N oEKLM If 3110N LOADNO IS A FACTOR.vlr wru k aoeF MITTwc u e a•wa asethe L ^ 1 ofII'acFlEIDNAIL1.iN TUBE M 10 OW. AMACKIN.FOOT MWM SEBE PR VI ME EYSTINGs APLED pOP'SNFATTGS CO¢NNL SRRUCNa MAY OCCM. HEW fmTN09 RILL BE PRONGED AiO e 80, /lp UOYIit[ WN. ]'ae, flap NAIL EMS11NG L071173 WHERE MERE E A NEW LOAD INCREASE, ry\LAMPl.AT IMETSECTONS T-t0EPACE NNL OKUM,SOME SETTLEMENT Of ME HEW mom IS TYPICAL. (2)OF 2Ne sTUDS \ Hi.•(LTPLE JO513(UP ro]JSO aIS'a.0.9ThG¢RED 2)OF 2X6 ST/OS MULTIPLE AO51s(OVER 1) /7-BCC.IV/WASHERS 3.MEANS AND METHODS OF CBSTRUCMIN IS ME CONTRACTORSAT DIE 1101111111111111 I e SPACED STEADING 2-00 O 2FACE NNL CONTRBAGit'RU GONSTIEUCTM E NOV/0G D,WC/OR M GM INOM 1 I 111 RAMEFIS TO HIP£VALLEY 4-101 TOE NNL THE FOUMMTON UPWARD.MET SUPPORTING EMSTNG TAMING __ _ OR MOCES 3-191 FACE NAIL IA MBERS MTH NEW BEMS MO POSTS,INSTALL NEW BEAMS AND - _-__.._ _ .__ _.__.__- RAf1ER WOOERS 3-20I EACH SiVQ POSTS MM T M CEb NG A PRE-LO TO REACT C EXISTING LOAD THUS rg --- . . . 4.it Sauer 12.7.300 REWIRE/1MM REOUO SUBg CTB WCNi OEFIES t w.Wo•E 1CRIM ALL sKAMWG PA PAEO STMUCNALLL 1D/31' HTTS HGDOM+w/ MTr5 1)0000 M W/ -..' • A)S EA SIDE Of POST 000 ROM SHEWiHWO MA PATEO STRU[NRAL t t5 }' SSt002 AHWR RO.T sSM]A MOM 80i AND BOTTOM M(OMIT AT H1T5) ris NODdM W/ ROOK fXfA1WM0 ___i Y G GO.D EDGE )ps SSIBt!NCCR OBIT TT.n0.pOFM W/ 42 GABLE WALL STRUCTURAL ELEVATION SST.ANOB axT -...:_.....�-...___..._. 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