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Home My WebLink AboutBLD2018-00295 - PLANSCOUNIY: BUILDING DIMENSIONS: ROOF PITCH: BUILDING AREA/CONST. WPE: ROOF FRAMING SYSTEM: ROOF ASSEMBLY: WALL ASSEMBLY: BUILDING USE: JERRY RUBERT 125 CUB RD. PORT TOWNSEND, WA. 98368 JEFFERSON 36'X 40',X 16' 4tN12 1,440 SF / TYPE V-B PRE.ENGINEERED TRUSSES BY OTHERS METAL METAL PRIVATE SHOP POLE BUILDING PLANS BUILDING OWNER: BUILDING LOCATION: TOWN & COUNTRY POST FRAME 16521HWY. 99, SUITE C LYNNWOOD, WA. 98037 CONTRACTOR/BUILDER: ADDRESS: GROUND SNOW LOAD = 25 PSF ROOF DEAD LOAD = 3 PSF wtND SPEED = 110 MPH (3 SEC. GUST) WIND EXPOSURE = B SEISMIC DESIGN PARAMETERS: Ss = 1.34; Sr = 0.54 SEISMIC DESIGN CATEGORY = D RISK CATEGORY = I SOIL BEARING CAPACITY = 1,500 PSF BUILDING CODES & REFERENCES BUILDING DESIGN CRITERIA -2015 tBC -ASCE 7-10 -NDS 2012 C1.O COVER SHEET P1.O PLAN VIEW E1.O ELEVATION VIEWS 51.O SECTIONS & DETAILS D1.O DETAILS I 2 3 4 5 SHT DRAWING LIST PI.ANS UNDER THESE CONDITIONS, CONSTRUCTION NOTES ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER AND/OR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDING CONSTRUCTION. ALL DIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES, ERRORS AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE AND BEGINNING OF CONSTRUCTION. SOUTH VALLEY ENGINEERING SHALL NOT BE HELD LIABLE FOR ANY COSTS OR DAMAGES INCURRED DUE TO DISCREPANCIES, ERRORS AND/OR OMISSIONS DISCOVERED AFI'ER CONSTRUCTION HAS BEGUN. 2. THE BUILDING OWNER AND OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY WORK DONE THAT IS NOT SHOWN ON OR DOES NOT COMPLY WITH THESE PLANS. REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENGINEER IN WRITING, AND SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 3. STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PI.ANS. 4. ALL DIMENSIONAL LUMBER SHALL BE #2 DF OR BETTER UNLESS OTHERWISE NOTED ON THE PI.ANS. HIGHER GRADE LUMBER OF SAME SPECIES MAY BE SUBSTITUTED FOR SPECIFIED GRADE. 5. ALL WOOD IN CONTACT WITH CONCRETE ABOVE GROUND SHALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT. ALL WOOD EMBEDDED IN GROUND SHALL BE PRESSURE TREATED FOR BURIAL. D.ROOF & WALL WOOD SHEATHING (IF OTHERWISE NOTED ON THE PI.ANS: ALL R00F AND WALL W00D SHEATHING SHALL BE AN APPRoVED APA RATED SHEATHTNG, EXPoSURE r, GRADE C-D, EXTER|0R GLUE, 7/16" THTCK (M|N|MUM). EXTER|0R GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6' O.C. EDGES AND 1 2" O C. FIELD. 2X BLOCKING NOT REQUIRED FOR ROOF SHEATHING. WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6" O.C. EDGES AND 1Z' O,C. FIELD OR AS SPECIFIED ON THE PLANS. 2X BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS. 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT.DIPPED GALVANIZED 0R STAINLESS STEEL. ALL NA|LS SHALL BE 0.131X3-1/4" (MTNTMUM) GUN NA|LS UNLESS oTHERW|SE NoTED tN THE PLANS. B. tF pltNs spEctFy GRAVEL BACKFTLL tN posTHoLE, BAcKFTLL wrTH cuRn sRruo oR%" MrNUs cLEAN cRUsHED GRAVEL To spEctFtED EMBEDMENT DEpTH. BAcKFILL 6" LIFIS AND SATURATE AND COMPACT EACH LIFT. 9. UNLESS OTHERWISE NOTED, THE 6' THICK PAD AT THE BOIIOM OF THE POST HOLES IS NOT REQUIRED FOR DOOR POSTS NOT SUPPORTING VERTICAL LOADS, AND MAY BE OMITTED FOR STRUCTURAL POSTS BEARING ON SOLID ROCK. 10. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY IRUSS BRACING DURING C0NSTRUCTION PER BCSI-B10 GUIDELINES FOR P0ST FRAIvIE TRUSS INSTALI.ATION, RESTRAINI & BRACING DURING CONSTRUCTION. Before making changes or revisions to the aPProved Plans You must contact the Bldg DePt 360-379450'JEFFERSON COUNTY DCD BUILDING PLAN REVIEW K APPROVED AS SUBMITTED tr APPROVEDAS NOTED REJECTED4t* o.o(J TUJHlr. Date Reviewer tlO'flCE: Ptrm rlr rpprou.d mPtlng .ny crlon or omlrrbnr All mrt mud parc lnrpec{lon ln oonlormrnco rlth all appllceble codo rd nguldonr REVIEWED FOR CODE COMPLIAI'ICE COVER SHEET DRAWING N0.: C1.0 owm*J[ftftf RUBERT REV.: 0 SHEET: 1 Locanoil: 125 CUB RD PROJECT N0: 11806011 PORI TOWNSEND WA DATE: 20 JUN 2018 SCALE: N/A D South Valley Enginee ng 4742 Labefi Rd. S #151 o Salem, OR. Ph. (503) 3O2-7O2Oo Fax (888) 535-6341 www.southval leyengineering.com 39ltE JUL 9 2018 tr0trG I PLAN VIEW DRAWING N0.: P1.0 owren: Jfiftftf RUBERT REV.: 0 SHEET: 2 PROJECT N0.: 11806011 PORT IOWNSEND wA.98368 Loc^rroil: 125 CUB RD DATE: 20 JUN 2018 SCALE: 3/16'= 1'-0'DRAWN BY:JS 39ltt South Valley Engineering 4742Libefi Rd. S #151 o Salemr OR. 97302 Ph. (503) 3O2-7O2Oo Fax (888) 535-6341 www.souttva lleyengineering.oom 1 -0' 14',-o',12'.-o',14'-0', DOUBLE 2X1O #2 DF RAFTER INSTALL PER DWG 51.O ryP THIS GABLE ENDo@@@ REF o 12',-l', 12',REF o:rluo6 XLUN LIJ @ o 36',-o', 6'.0'REF 12'.0', @ @ trGtrflVtr -srl!o5 =zXLUN LIJ JUL 9 2018 12'-0" REF @ o.oI IIJJHtt I o @ @ @ GENERAL NOTES 1. ALL POSTS TO BE #2 HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWSE NOTED 2. UNLESS OTHERWISE DIMENSIONED, ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY THE OWNER/CONTRACTOR IN THE WALLS SHOWN 3. EMBED POSTS AND BACKFILL PER DWG D1.0. CONCRETE BACKFILL MAY BE SUBSTITUTED FOR GRANUI.AR BACKFILL. 4. CONTRACTOR TO VERIFY OVERHEAD DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND OVERHEAD DOOR INSTALLATION 5. FoR 14', BAYS USE 2X6 #2 DF PURLTNS @ 18" 0.C. FoR 12', BAY PURLTNS MAY BE 18" 0.C. TABLE 1 o =@ >< @ RIDGE o SINGLE TRUSS INSTALL PER DWG 51.O TYP THIS GABLE END PRE.ENGINEERED DOUBLE TRUSS BY OTHERS TYP 4'CONCRETE SLAB ON GRADE D POST SIZE HOLE DIMENSIONS BACKFILL NOTESutAtvtE tEt(DEPTH @ 6X6 24',A 5'-0'GRANULAR @ 6X8 24',A 5'-0"GRANULAR @ 6X8 24'.A 5',-0"CONCRETE ORIENT PARiILEL TO GABLE WALL @ 4X6 18'.g t4 GRANUI.AR INSTALL PER CONSTRUCTION NOTES ELEVATION VIEWS DRAWING N0.: E1.0 owrcn:J[ftft[ RUBERT REV.: 0 SHEET: 3 PROJECT N0.: 11806011 Locarror: 125 CUB RD. PORT TOWNSEND, WA, 98368 DATE: 20 JUN 2018 SCALE: 1/8'= 1'-0'DRAWN BY:JS 39ltt g a METAL WALL SHEATHING PER DWG D1 O 18'OVERHANG TYP ALL WALLS 4 12 I METAL WALL SHEATHING PER DWG D1.O 40'{"36',-o', FRONT EAVE RIGHT GABLE METAL ROOF SHEATHING PER DWG D1.O METAL WALL SHEATHING PER DWG D1.O 4 METAL WALL SHEATHING PER DWG D1.O 1 -0' 40'-0" o.oI IIJJHIL REAR EAVE LEFT GABLE JUL 9 2018 trGtr[Vtr 12X14 oHD 12X14 0HD o South Valley Engineering 4742Libefi Rd. S #151 ' Salem, OR. 97302 Ph. (503) 3O2-7O2O. Fax (888) 535-6341 www.souUrva lleyengineering.Gom . * R00F PJTCH PER ELEVATIONS ROOF SHEATHING PER ELEVATIONS INSTALL PER DWG PURLIN SIZE AND SPACING PER PLAN INSTALL PURLIN AND PURLIN BLOCK PER DWG Dl O TRUSS, OUTRIGGER AND TOP GIRT ATTACHMENT PER DETAIL 1.1 *12 PRE-ENGINEERED TRUSSES BY OTHERS PER PI.AN VIEW BEARING BLOCK PER DETAIL 1.3 IYP EA SIDE OF POST HEIGHT PER ELEVATION VIEWS 2X6 #2 DF GIRTS PER DWG Dl.O - FoR 12'BAYS TNSTALL FLAT @ 24',0.C. -FoR 14',BAYS TNSTALL FLAT @ 18',0.C 0R FLAT @ 24',0.C W 2X4 STRoNG BACK @ 48',0.C. P.T. POST PER PLAN VIEW WALL SHEATHING PER ELEVATION VIEWS INSTALL PER DWG D1.O IYP ALL WALLS 2X4 P.T. SCREED BOARD & 2X6 (MrN) P.T. B0n0M G|RT INSTALL W P) NAILS EA END CONCRETE SLAB PER PLAN VIEW HOLE DEPTH PER PI.AN VIEW POSTHOLE PER DWG D1.O IYP ALL POSTHOLES DIAMETER PER PLAN VIEW o o o o SECTION A INSTALL 2X BTOCKING BEIWEEN PURLINS PURLIN PER PLAN TNSTALL (5) 2X6 BEARTNG BLOCKS TIGHT UNDER EA TRUSS HEEL AND BETWEEN ALL SUBSEQUENT FLAT GIRTS ATTACH EA BLOCK TO POST w(10)NATLS IYP EA CORNER POST 2X4 (MrN) PURLTN BLoCK AIACH FACE TO TRUSS TOP CHoRD W (3)NATLS TRUSS TOP CHORD TRUSS BONOM CHORD ATTACH TO POST PER DETAIL 1..I FLAT GIRTS PER DWG D1 O CORNER POST SECTION B GABLE TRUSS CONNECTION W FLAT GIRTS AITACH EA TOP GIRT TO POST W SIMPSON LU2O HANGER INSTALL SIMPSON LSTA3O OR MSTA3O STRAP ON IOP EAYE GIRIAI SPLICE 2X6 OUTRIGGER TO MATCH PURLIN SIZE ATTACH T0 PoSTW (4) NA|LS ATTACH T0 PURLTN BLoCK W (2) NATLS IYP EA SIDE OF POST OUTRIGGER BACKSPAN SHALL BE NO LESS IHAN OVERHANG LENGTH FIIL AtL HOLES W 2X ATTACH EA TRUSS TO PosTW(10)NATLS FLAT GIRTS PER DWG D1 O ENSURE FULL CONTACT BETWEEN TRUSS AND BEARING BLOCK BEARING BLOCK MUST PROVIDE FULL BEqRING FOR TRUSS HEEL BEARING BLOCK PER DETAIL 1 3 DETAIL 1.1 TRUSS ATTACHMENT WTH FI.AT GIRTS o o o o 2X BLOCKING BETWEEN PURLINS ATTACH T0 ToP 0F RAKE BEAM W (2) NATLS & (1) STMPSoN LPT4 FRAMTNG PLATE PURLIN PER PI,AN AITACH TO TOP OF RAKE BEAM Wi (2) NA|LS AnACH T0 EA BLoCK W (1)NA|LRAKE BEAM PER PLAN VIEW DETAIL 1.2 PURLIN/BLOCKING AIIACHMENT TO RAKE BEAM INSTALL U BLOCKING INSTALL PER DETAIL 1.2 PURLIN PER PLAN INSTALL PER DETAIL 1.2 TNSTALL (2)2X6 BEARTNG BLOCKS TIGHT UNDER EA RAFTER AND BETWEEN ALL SUBSEQUENT FLAT GIRTS ATTACH EA BLOCK TO POST w (10)NATLS ryP EA CORNER POST RAFTERS PER PLAN AnACH T0 PoSTW (6)NATLS 2X6X16' LONG BEARING BLOCK TIGHT UNDER INSIDE RAFIER & ATTACH BLOCK TO POST w(10)NATLS FLAT GIRTS PER DWG D1.O CORNER POST SECTION C GABLE RAFTER CONNECTION W FLAT GIRTS t BLOCK 2X BEARING BLOCK TO MATCH POST WIDTH FREE OF SPLITS AND SHAKES BEFORE AND AFTER INSTALLATION +r (4) v4',0 BoLTS W NUT & FLAT WASHERS EA SIDE rzJ"r',lH 3" 3" 3' 3" Lo(J UIJH]L N0TE:ALL DIMENSIONS ARE MINIMUM DIMENSIONS AND MAY BE INCREASED BUT NOT DECREASED 1.1/2"MtN TYP 'l-'l/2'iillN DETAIL 1.3 SCIII-E:NTS BEARING BLOCK DIMENSIONS & BOLT SPACING I 1 I 1 I SECTIONS & DETAILS DRAWING N0,: 51.0 OWIER: JERRY RUBERT REV.: 0 SHEET: 4 LoGArroN: 125 CUB RD. PORI TOWNSEND, WA. 98368PR0JECT N0.: 1 180601 1 DATE: 20 JUN 2018 SCALE: 3/8"= 1'-0'DRAWN BY:JS South Valley Engineering 4742Labertt Rd. S #151 . Saletnr OR- 97302 Ph. (503) 3O2-7O2O. Fax (888) 535-6341 www.soutCtvalleyengineering.com ILI.=0 tr JUt 9 L tr f_ P.T. POST PER PI.AN TNSTALL p) 20d HoT.DTPPED GALVANTZED NAILS 2" INTO EA POST FACES ADJACENT TO CONCRETE SI.AB AT MID.SLAB DEPTH (NoT REQUTRED rF N0 SLAB) CONCRETE SLAB PER PI.AN (rF PRESENT) GRANULAR BACKFILL PER PLAN INSTALL PER CONSTRUCTION NOTESHOLE DEPTH PER DEPTH PLAN 6" THICK CONCRETE PAD INSTALL PER CONSTRUCTION NOTES l,orrrr*l ' PER PLAN, DETAIL 1 1 POST EMBEDMENT DETAIL GRANULAR BACKFILL P.T. POST PER PLAN TNSTALL (3) 20d HoT.DTPPED GALVANTZED NAILS 2' INTO EA POST FACES ADJACENT TO CONCRETE SLAB AT MID.SI.AB DEPTH (NoT REQUTRED rF N0 SLAB) CONCRETE SI.AB PER PIAN (rF PRESENT) CONCRETE BACKFILL PER PLAN INSTALL PER CONSTRUCTION NOTES HOLE DEPTH PER DEPTH TNSTALL (10) 20d HoT.DTPPED GALVANTZED NA|LS 2"rNTo (2) PoST FACES FoR poST ANACHMENT TO CONCRETE BACKFILL PLAN DIAMETER 6"THICK CONCRETE PAD INSTALL PER CONSTRUCTION NOTESPER PLAN DETAIL 1.2 POST EMBEDMENT DETAIL CONCRETE BACKFILL ROOF CONSTRUCTION PER DETAIL 1 6 TNSTALL (2)NATLS rN EA END OF PURLIN OVERLAP ANACH INSIDE PURLIN TO EDGE 0F BLoCK W (4) NA|LS 2X6 FI-AT BLOCK ATTACH TO EA TRUSS w(3)NATLS TRUSS TOP CHORD DETAIL 1.3 PURLINS STACKED AND OVERI,APPED TNSTALL p)NATLS rN EA END OF PURLIN OVERI.AP AITACH EA PURLIN TO PURLIN BLoCK W (3) NA|LS ROOF CONSTRUCTION PER DETAIL 1.6 PURLIN PER PLAN TRUSS TOP CHORD OR RAFI'ER ANACH 2X OR4X PURLIN BLOCK IO EA TRUSS TOP CHORD OR RAFTER W (2) NA|LS DETAIL 1.4 PURLINS STACKED AND OVERI-APPED (REQUTRED 0NLY AT oVERHANG) 4 2X STRONGBACK PER DWG S1.O AT THE TOP EDGE OF EVERY OTHER GIRT ATTACH TO EDGE OF FIAT GIRT w NAILS @ 8"0 C. sEE NoTE 1 (oPTroNAL) ATTACH EA GIRT TO PosT w CI)NATLS DETAIL 1.5 FLAT GIRT INSTALI.ATION W STRONGBACK EVERY OTHER GIRT PURLIN PER METAL BUTLDTNG TNSULATT0N (MBr) (oPT|oNAL-SEE NoTE 2) IYP IN ROOF PATNTED 0R GALVANTZED 29 GA (MrN) RIBBED METAL SHEATHING OVER MBI (rF TNSTALLED) ATTACH METAL SHEATHING PER DETAIL 1.8 ROOF SHEATHING GIRT PER DWG 51.O PATNTED 0R GALVANTZED 29 GA (MtN) RIBBED METAL SHEATHINO ANACH METAL SHEATHING PER DETAILS 1.8 DETAIL 1.7 WALL SHEATHING ir+l- +-lF+tF--iF+i+ INSTALL #9 X 1'SCREWS W NEoPRENE WASHERS @ 9"0.C. F|ELD PI,ACE SCREWS NEXT TO EA LARGE RIB AS SHOWN ROOF OR WALL ilmrco.o(J IJJJHltDETAIL 1.8 SCALE X2 METAL SHEATHING ATTACHMENT STANDARD SCREW SCHEDULE GENERAL NOTES 1. ALL NAITS INTO PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED 2. METAL BUITDING INSUI.ATION IS NOT REQUIRED BUT IS RECOMMENDED TO REDUCE OR PREVENT CONDENSATION 39ltt g DETAILS DRAWING N0.: D1.0 owrrn: J[ftflf RUBERT REV.: 0 SHEET: 5 Locarroil: 125 CUB RD. PORT TOWNSEND, WA. 98368PR0JECT N0.: 11806011 DATE: 20 JUN 2018 SCALE: NTS DRAWN BY:JS South Valley Engineering 4742Liberty Rd. S #151 . Salem, OR.97302 Ph. (503) 3O2-7O2O. Fax (888) 535-6341 www.sout{rval leyengineering.com JUL 2018 DETAIL 1.6 ruwrr s vvurrrjt ^ el Please Check After Doing Site Plan Jfl Propefty dimensions lJ Existing buildings E Proposed building El Easements Job Name: El'septic and drainfield Li Lot size fl sewer lines EI Elevation E setbacks ol proposed & existing buildings D Bodies ol E'ltlain road with name E'^Floorplan B'A..u.. to proposed building E:Slopest Drarv Norlh Arrorv in Circlq PERMA,BILT 16521 Highway 99, Suile C ' Lynnwood, wA 98037'3161 Puyallup: (253) 840-9552 Adminislralive Headquarlers: (425) 743'1555 FAX: (425) 742-4378 ' 800'824-9552 Conlraclor's Lic. I: TOWNCPF099LT permabill.com . lacebook.com/permabill aoba/ 12F 30' of property water Contours (5' increments) Building Proud", Job Site f i 1-Legal Description Tax Account#: a lsa tl- t{ c,^,S ra.r12err uto t l.s !'roposed 1olrq-.aL : lc{r-tote prugo5<A Cr.eron s lrrcose tit.€^f qL{bS EL€vfrTtou Qq' Exir,ftn3 a*,pzrviar,^,S ) 8oD :e BrG sc I Q5o:r: Q*oao- )rt v \t>ta{ Llt+ zo b'/, 5'tntxl a I f^5 I I Y+A).,\-\ Y\ r[ 3,^U<r,e {p Servash lo\crlts 6o UeX Ftor,.r Pc-Jh i& b'rr.**1 Io :k4! f\o,^r Y ?""t.Qre.6.e : no Eloclc-Pik-s, L.t ra< : ),?A qcre2 fue i "' 3)' (rt'bw; *1 NOT SIGN INCOMPLETE IiITE PLAN! ;tomer has verified and approved the location of the building, orientation of the building to the Noril], and verifies that all ties are shown on this drawing in the correct location. Grid White - Customer Copy plain White - Office Copy @ 2012 Penna-Bilt@ tndustries FR-34 10117 frA,z@a Ilillil ililt ilillilt*'lO+ POST FRAME ILDINGS EEFo E1U @ l\to @ H x s C-(- (o N)O co mn o m lm t) (-36u hsa ( o t"q I o. I I L -lrr<.- laooh ioe*', 5 .1, ?n"-LOa,l/r n1 L*lri?- $5". ,_ _ _ _l Qo'rltruff 4s /Y1r N Itr\4zl{-{e't' Oain:a2c sil! OtoY/o lopcc . j {\) 2I4 (1 C'a ,r,rt, ao L uflt)ry'€fi!fiAeuy 14'-0',12'-0,14',-0', DOUBLE 2X1O#2 DF RAFTER INSTALL PER DWG 51.O TYP THIS GABLE END 12',o', 36',.0" 12'.-0" o @ t @ @ @ @ @ @ 3'.0'REF 12'O"REF o @ osTU65 XUNul -a 6'-0' @ o 12 O'REF 6srluo5 XUN lIJ r-IE G tr O\/tr JUL s 2018 ,l L 3'.0'REF I o GENERAL NOTES 1. ALL POSTS TO BE #2 HF PRESSURE IREATED FOR BURIAL AND ORIENTED AS SHOWN UNTESS OTHERWSE NOTED 2. UNLESS OTHERWISE DIMENSIONED, ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY IHE OWNER/CONTRACTOR IN THE WALLS SHOWN 3. EMBED POSTS AND BACKFILL PER DWG D1.0. CONCRETE BACKFILL MAY BE SUBSTITUTED FOR GRANULAR BACKFILL. 4. CONTRACTOR TO VERIFY OVERHEAD DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND OVERHEAD DOOR INSTALI.ATION 5. FoR 14' BAYS USE 2X6 #2 DF PURL|NS @ 1S'0.C. FoR 12' BAy PURL|NS MAy BE 18" O.C. TABTE 1 o =@X @ RIDGE @ SINGLE TRUSS INSTALL PER DWG 51.O WP THIS GABLE END PRE.ENGINEERED DOUBLE TRUSS BY OTHERS TYP 4'CONCRETE S[,AB ON GRADE POST SIZE HOLE DIMENSIONS BACKFILL NOTESutAMt ttf(DEPTH @ 6X6 24'.g 5',-0'GRANULAR @ 6X8 24'.0 5',-0"GRANUI,ARo6X824" A 5',-0'CONCRETE ORIENT PARALLEL TO GABLE WALL @ 4X6 fia 2',-6"GRANULAR INSTALL PER CONSTRUCTION NOTES PLAN VIEW DRAWING N0.: P1.0 owxER:JERRY RUBERT REV.: 0 SHEET: 2 PROJECT N0.: 11806011 Loc^rroN: 125 cuB RD. PORT TOWNSEND, WA. 98368 DATE: 20 JUN 2018 SCALE: 3/16"= 1'-0"DRAWN BY:JS 39r$ I South Valley Engineering 4742Labertl Rd. S #151 . Salem, OR. 97302 Ph. (s03) 3o2-7o2o. Fax (888) s35-5341 www.southva I leyeng ineering.com @ I I