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Plans (41) 1=1 •°: Awl g Ib 2X6 BOTTOM PLATE / / /17'-6" / 17-6" A El + P. P.T.2X6 MUDSILL PLATE / 5-5" /2-7"/ 9-6" / XOn 1a'X B'x e'MON SWE Mw moo Ie.HamAN AT.0 MO Ie.HOLD,.AT END n OF BP.CLOSEST TO CdN As PER COM at of BP.CLOSEST TO CORNER 1/Y ANCHOR BOLTS, ;IP- ... NUTS&WASHERS PER (1)84 REBAR CONTINUOUS ..........................._........._..............................._........................LODE REQUIREMENTS WITHIN 12"OF TOP OF npt0 neAxs°a ....-.................................. ALL STEMWALLS. 1 1/B•T&G DECKING \ f -\ 1 \ \ \ \ \ n1.1 4 (ATTACH PER CODE) r /////////// ////////////////I�/j/.jj / \II, SILL INSULATION yy I I—^ it--�---, yy Il \ PI ♦ W % WASHER y e \ I �..J - -—-� Lç PLATEDRA\ O MSPENSWHEN CONSTRUCT1ONCREATF_D I ,"�• ••••••, N\ BETWEJOINT IS CONCRETE - 4X4 DF/2 POSTS `I - - �~� - - - -I q 66 eJ mW FOOTING AND A crl —(4%6•O ALL HINTS) I 5'-tD' IA 5'-t0' S'-to' I 1 Pi•k SIEMWALL A MIN.(1) o f.a•y,�.f - - 15LB FELT /' % � _ VERTCAL/a BARO 48' UNDER POSTS I � �L I 15.r I D.C.W/HOOK - _ �, • SHALL BE INSTALLED • CONCH PIERS i_—_ L BEAN_ _ (xo5+�NR OC I A % _� \ • • i GRML OAR RVERKASSDUEEN I__ _ __ _ W—A � $k / U u L--� VAPOR BARRIER O 0 • \CLEAR\ I I • % Y-B ALL F00 PIGS SHALL BEAR ON,' yy "' 6y • FIRM UNDISTURBED SOLi2T PI I I ;m O (2)/4 REBAR CONTINUOUS tir.652all .? I h % I ',.1 n AS ALTERNATE REBAR FOR / tY MN. / { 4,1, / \ I I91-?.00:05 � MONOLITHIC CONSTRUCTION 1 I- • - — • O O U % LIVING BOOM I \`i 11�I �OUNbA1 ION n1 AIL I" ,. Ics, z _� I� ��--F- - — -a- �'2' " SCALE: N.S.S. 14X6 AM(ac)7 l� Y I O n/ Aire• t� \� _ /'.\ ( i r �/ X IMF xA Nx 2 �t 13� • O COM R�JACKS. I I EXISTING WALL rY I `J \ ' +C.PAx6 I • • (� JACKS FCRT ^^°DOD cDIT AND I i� (^PIERS"I aG jer D'M'ir4Tffiz FIN le x"�R. �L s . (SEE w wwa5) /////////i%//a PROPOSED WALL g�� i i © lf\ K PRWNER x' e �= °aFE MExMla4"EW�ANa1FNT I I Y-O'X Y7�/[ H y % (2) ® L Of FX51X1G: (3)1X6 j y M 13 ,IM DEMO WALL I �1l �1 I IS NC YMOTNG AS REOD W . /1 a' 1 i M / m NI t— .2 PA I r tt:-- - - -�.-ice 1/// -" r BARN 000(BP. ' PR RN �� \ �, r L-I4.n M°c"PExb1°mo'RE°�'DInREw1A11xTs SEE NEW s �— \ \ ur/ir/isiii L J .r./..41,... .—... \ \ \ `�,� �/ /1�� MIST.OMD.DETAIL N THIS PACE I I sww OUCH ACCESS!MG SEE NEW FGT. 'A L - .. • - coNrnFIE° sm°45w1YAu FOUNDSAnD°x� ° °PR°co°R"A� `wA�lI1IA& oN MS PAGE NM= �' , Rows ACCESS m ,, r-o•m.Nc ALL SMOKE MO MONOXIDE LDOCATiONSS TO BE„I6H-1.s�uxoJ TTIC AREA EN. —I� �_ Tar uTEs .,NG u-xso' • PER CODE REQUIREMENTS. Nc NTx+n' Wm"OP..CLEARANCE ="--7\0•((( MR. /.0SOF: I` =.1 prOEO5b FOUNI2AtION SCALE: I/41I - I'-a" OPEN aa�D asRAC s D �°a,,D.xa,N HARN PAxX TO E SAAB -caouNG �I >_e I ALL 00ERI OF 1x6 STNS _ Ne si6 Ib w wA T�wEx REOOTOE . I PI O 16"OS.LNAIw Ensnm STUD IwaD w,.W.... ®,p'e'•e. r .T +n'v,PBAI aD.RD a w�� / n-a- / I= 1 \ �-APAM.S.ELME No.DR B«Ts` I -AI NSULATW Dux. A z R TO RM. / s / .-e a 6 / a o• / -.4' ®® ____\ w I - CONTRACTOR PR..N FLED 12" ^ COOS RECUR S PLATE (MUCH PER WOE) V -�� rv,�q..� SO SIM DOESN'T NTERFERE —I6 ' _ _ --T SECOND STORY RIND. g _ SLL NSM• wA 5x1 tPiY'wCfn Xn155 T YpL _- II' 1Y X W'ACCESS ¢P 0 —/ AMOK AWea'I X AG 12" 3 TO3.9 STREET R(snNa) I.r (mjae, .tguBlrr.ss Ala pXxs —13" $ L(� AWAYFINIS�DxF0AOATNN a--�i i i i ►i i i i 1 i i i i 1 c RFR 04.40:::_-::::. F�ER.E 10 SLOPS '�00111. ° � T ENHANCE-91.T RR /9 h z pu:Sj:: 11 H*a e�ALL MINTS) r.la..:f++.a Is w \\_216 EABI oPTxINN FOR cFYNc O O CO REOUBaffx15. 1 Illllul E *V4 ,i.. " o ` 6 DFL O a'O.G Na„ SO T-a' u , T 1Ly: iist Mill =as vAraR am A5 MST. //^\` u==1 ' MEL lxx BLACK.sOLXFN im xG S.HEXNT) �,[.__ --- --_ I!-_I=II-II-1.- NL MYSTMBED °�R°N ISI Oros t1JJJ \\\ < + n-iL=u= 'ur�u�Pas TNG DRAIN r -s0 n0M Ts ... Da.mwRe "" LIVING DOOM (:iii----) jO15 Lal 0ONT PAADSXA�PaxFGOUDA11.PLAN. a-z+INSULAR. TYPICAL WALL 5C11ON (A'TA2PER°C 500000 �R N \ #SCALE:N.r.S' FOIMDANON SFE TYP. I >-- O PLAN CROSS SECTOR \ / — AUP. 500001(Tw) \\\ 0 ? ' 13UI1-IWING, SFC11ON I'AI' SCALE:I/411 - I'-0 Pl2OPOSFP MAIN ELOOt? SCALE: I/4" = I'-0" U ENVELOPE ENHANCEMENT MEASURE: PROPOSED ADDITION 578 SQ. FT. OPTION#3: HIGH EFFICIENCY CEILING,WINDOWS & DUCT SEALING O VAULTED CEILINGS RU ° IOR TRUSSES ADVANCED FRAME CONSTRUCTION, WHICH SHALL PROVIDE FULL NOTICE U REQUIRED CEILING INSULATION VALUE TO THE OUTSIDE OF EXTERIOR WALLS ALL FEDERAL, STATE, AND LOCAL CODES, Q FLAT CEILINGS - U-O.025/R-49 ORDINANCES, REGULATIONS ECT. SHALL BE WINDOWS U 0.30, AND PERFORMANCE TESTED DUCT SYSTEMS D CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE CONSTRUCTION SCHEDULE z FOR ADDITIONAL MEASURES AND FOOTNOTES SEE TABLE N1101.1(2) IN CODE PREFERENCE OVER ANYTHING SHOWN, BP. O DESCRIBED, OR IMPLIED IN THESE BUILDING PLANS. COORDINATE ALL APPLICABLE (BRACED PANEL) N : l J MODIFICATIONS TO THESE DRAWINGS AS REQUIRED. 4' &OTEBOTTOATM PETACN R TOP \J THIS DESIGNER IS NOT AN ARCHITECT OR ENGINEER AND " minimum length CURRENT CODE ASSUMES NO LIABILITY FOR THE PLANS IN PART OR WHOLE " Meet code for size and spacing of studs and plates. DAZE 09-21-16 AND/OR 9 - AND/OR THE CONSTRUCTION OF THE WORK CONTAINED HERE IN. " Sill plate anchorage as follows: Pressure treated 2X with 1/2" SCALE 1/,._1. " A QUALIFIED PROFESSIONAL SHOULD REVIEW PLANS EXPANSIVE SOILS OR OTHER SOIL ISSUES MAY BE x Dia X 10" AB within 6• each end and on 4'-0• centers FOR ERRORS AND OMISSIONS. PRESENT ON YOUR PROPERTY (BUILDING SITE). THE if over stem wall. �Awx: BR.OWNER OR PERMIT HOLDER IS RESPONSIBLE TO VERIFY box nails at 16EISELE" Sole plate anchorage as follows: 2X plate fastened with 3-16d centers MOR. Mk IF ANY SOIL CONDITIONS ARE PRESENT PRIOR TO FOUNDATION/ " Sheathing as follows: 7/16' OSB APA rated sheathing with 2X ALL CONNECTIONS (Sc FASTENER'S TO BE PER CODE REQUIREMENTS FOOTING INSTALLATION. 12"oocbincf'gd at all joints. Use Bd ®6" o.c. edges and SHEET: 2 OF 2 SHEETS r 'f '4SSUBDIVISION: LOT: 127 BLK: /V FOf� DRAWN S I TE PLA I V .-- iii. NAME: GREYSTONE CONST. PH. # 503-951-1374 ADDRESS: CDA: GREYSTONE CONST. .4 ASBUILT # MAP # (503 -951 -1374 • STORM4111 DRAINAGE: R -+ ►. WATER SERVICE LEVEL: CODE: PS: SIDEWALK: 1 "=20' APPROVAL STAMPS WED Or SEP 2 2 21116 CI O,, �' IGD 115.32' t1lt,l ��e DIVISION ►• m h. m 0 15.50 _ U EXISTING EXISTING PROPOSED S DRIVEWAY GARAGE ��TION' z / /, 0 - 33.00 I . 0 .41 O O Cl) CO 4,4EXISTING HOME • r Si- :„. 41 ID 10 143.62' 4. N * CONTRACTOR TO VERIFY ALL CITY OF TIGARD DIMENSIONS IN FIELD* SITE PLAN * ALL UTILITY LOCATIONS ARE Approved by Planning 16145 S�/GRIMSON CT. TO BE DETERMINED BY CONTRACTOR.* Date: J/0o.4Cp TIGARD, OREGON * ALL PROPERTY ELEVATIONS Initials: l--2 SCALE: 1" = 20.00' ARE TO BE DETERMINED BY CONTRACTOR.* PLOTB = 20 .. ( _,' C " ) " " ) r 11- 17 INSTALLATION OF SIDING, HOUSE WRAP, AND WINDOWS jo ���m TO BE PER CODE REQUIREMENTS AND MANUFACTURER'S W Do°" INSTALLATION INSTRUCTIONS. o ""' 17_6^ / ,. .. _ (/ I C „ I/` THE CONTRACTOR ASSUMES FULL RESPONSIBILITY / �11 \ � ^` FOR THE CORRECT INSTALLATION OF ALL EXTERIOR NOTICE FINISHES AND WEATHERPROOFING. NOTE DESIGNER IS NOT AN ARCHITECT OR ENGINEER AND MES NO ALL FEDERAL, STATE, AND LOCAL CODES, I ��� LIABILITY FOR THE PLANS IN PART OR WHOLE AND/OR THE ORDINANCES, REGULATIONS ECT. SHALL BE ��t.{, CONSTRUCTION OF THE WORK CONTAINED HERE IN. A QUALIFIED CONSIDERED AS PART OF SPECIFICATIONS PROFESSIONAL SHOULD REVIEW PLANS FOR ERRORS AND OMISSIONS FOR THIS BUILDING AND SHALL TAKE B THESE PLANS SHOULD NOT BE UNDERTAKEN WITHOUT THE PREFERENCE OVER ANYTHING SHOWN, ASSISTANCE OF A QUALIFIED CONSTRUCTION PROFESSIONAL. DESCRIBED, OR IMPLIED IN THESE BUILDING 2 216 THESE PLANS ARE INTENDED TO BE GUIDELINES FOR CONSTRUCTION PLANS. COORDINATE ALL APPLICABLE THE CONTRACTOR RESERVES THE RIGHT TO MAKE SUCH MINOR MODIFICATIONS TO THESE DRAWINGS AS REQUIRED. �- DEVIATIONS AS DEEMED NECESSARY AS LONG AS SUCH DEVIATIONS /�� ����„_� � \ PROMOTE TRAC THE HLL OVERALL I EFFICACY DY AND AESTHETICSONSIBOF THE PLAN �✓'�®��� ®�,U� !® tN ; THESE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 1 DIMENSIONS AND CONDITIONS ON THE JOB. DESIGNER MUST BE MATCH EX/ST/NG ROOF/NG. NOTIFIED OF ANY DISCREPANCIES OR VAR/AT/ONS OF AND FROM INSTALL PER CODE P OPO5 I7 THESE DRAWINGS PRIOR TO WORK ON THE✓OB. VENT ATT/C CI -rAND MANUFACTURER'S "4' / Ar7 b I I t O N INSTALLATION INSTRUCT/ONS PER CODE(TTP.,) 0 -, 0 � O � Q r / PROPOSED EXISTING ppOPOSFb/ XI511NGi LFt FLVA111ON SCALE: 1/4" = I'-a" MATCH EXIST/NG SID/NG. INSTALL SIDING, HOUSE WRAP AND WINDOWS PER CODE& ELEVATIONS ARE ARTISTIC U MANUFACTURER'S INSTALLATION RENDERING'S ONLY. INSTRUCTIONS FX151'ING MAIN FLOOf? OU T ,z- U0 �6' 3. U Ci FXISTING 1 pOPOSFJ/ FXI511ING I2�AP F1.- VA-1101\1 SCALE: 1/4" = 1'-0 Q G,AIAGE z ENVELOPE ENHANCEMENT MEASURE: OPTION#3: HIGH EFFICIENCY CEILING,WINDOWS & DUCT SEALING U phOPOSN2/ rXIStING FLOOp PLAN SCALE: I/4" = I'-a" CONSERVATION MEASURE: DAR 09-21_16 OPTION A: HIGH EFFICIENCY HVAC SYSTEM SCALE V.--1.-0' THIS DESIGNER IS NOT AN ARCHITECT OR ENGINEER AND WALL BRACING: BMW 66,E ,F ASSUMES NO LIABILITY FOR THE PLANS IN PART OR WHOLE 2008 OREGON RESIDENTIAL SPECIALTY CODE AND/OR THE CONSTRUCTION OF THE WORK CONTAINED HERE IN. A QUALIFIED PROFESSIONAL SHOULD REVIEW PLANS WE.. FOR ERRORS AND OMISSIONS. OF 2 SMS AIA Z 206iiBOTTOM PLATE / 17'-6• / / 17'_6' / Lig m :s� P.T.2X6 MUOSLL PLATE ,r x r X r Flex SCRIM. CIRCO It NOLO].AT END / f.2.-7-/ / P9 u 1/2•ANCHOR BOLTS, .076 As PER mor /roF sp.CLOSEST TO CORNER u BroA CORNER '• NUTS&WASHERS PER (1)µREBAR CONTRUOOS ! EP. .. .. W CODE REOUREMENTS W11NIN 1r OF TOP OF \ r r1J- :__....._.__...__._....._.. µ_.... ..__.__.._.._. __... � e ALL STEMWAUS: 1 1/8•TWO DECKING 1 . /-(ATTACH PER CEDE) _ \ \ { •r✓o✓/r/U/ .....o_ _ �,✓Orr✓✓U✓✓r✓r✓v�✓/U,it/rj� \ \\ \il0 / ... MU_INSULATION 'I ' q I �; L--r----1 I ��q�I�7 jj / �_ W D .0 o 1/r x r x r I mMIRACTOR ro11 lj/ e �� PLYWOOD GUSSET I I PxrntOE 1DW PMNT � O ` PLATE W/8-1&1 1 MUN Fon mo. ' w I F t",'I pI e :• �Cm FINAL f#T=- \ NABS(T W.) r2, 1� _—_ - �`., s T Jp `T J ' BEAMS PER PLANS 'I L 1 0 - x`l WHEN CONSTRUCTION i - _ 4X8/2 TIP.U.N.O. lir 111 \l S- >"�• �������••�� ' \\ JOINT IS CREATED ; 4.4 DER Posis • I _-_ _��_-_-I 6 �i BETWEEN A CONCRETE _--(4X8 a ALL JOINTS) 1 P1 `g p FOOTING ANDA s-,r s-,o• s•-,o• l SIFAL 4 A MN.(I) • �y� - ISLB FELT [/ --- _ sr,� VERTICAL o.0 w/HOOK / fE•'rFf 3 UNDER POSTS ' --- rt4 i„I r< v SHALL BE INSTALLED j / /1104 DIA.IEX�B' I KKK Poomt 1 !NSBV \ II \ / TYP CWC.U.N.D. I `�. T ANDo sors Ap. XTT $m I \ EMIL I.°BUCK VISOUEFa7 I) _-_ _-_ x_-_ -� • / GROUND COVER AS __ VAPOR BARRIER I • • /-a' \--- .3" \ a\ CLEAR N. �. O n ALL FOOTINGS SHALL BEAR ON f `� - - .w ___,�,,�-_-_�� `' y �f FIRM UNDISTURBED SOIL n y1.::::::::::::::2221,:Vin• `-r, I A • O '� (2)/4 REHAB CONTINUOUS F ••• ylJ n As ALTERNATE REBAR FOR N I \ `I / r NW YJ MONOLITHIC CONSTRUCTION 1 '. - ` _�r OOb n O I e , 04SAATioi.�( I TYp 1 FOUNPA11ON 19 TAIL -. LIVING DOOM 1 w zNN _I F'- 'cTR'-r_ CALF:N.T.S. �4xxe ra� ^ N Z 1� 7 • • i s yI O - ( / ..! �:ONC m I EXISTING WALL S 1 T: TM� W aRA NOM NOFM F bio - vw — ,x. C� ..F.TURIED TRUSSES .o Er •~� [�/ 4 PROPOSED WALL F>� • TnY WYTAB m9IG,,.In a ARCARTECIURAL • '-r----= --—- -—--P+ CIRC,„TRIS i (� R MAT MUM•SU AlM04 li,u..:. I I To[ 7oswWil.SEE NEASIARE DEMO WALL a I ° ` / ) p `;� (R �— REMxRF d s �r I /\ TwR A,REm. SAME III F---F-)�-- --0�-_-M_1� x°Fm ..,HP.4 r PRONCE �F� BARN DOOR a-r BAni OD.BP. (� \ \ ,„ M.N.EMS IINTS. PER mccRew MOOING BET.Em unTs (,�7���7� SEE me.Fc.el �„� /f n11Tds e _ • I�17��1 �`' ,1i= COST.NdOiNs P I I mNwcrr STOP.. COSMO F1NDATON SEE i4wr.DETAIL __ • I I PACE >-r mAIO ALL SMOKE DETECTORS/CARBON Pm OMF6Acmn I y I MONOXIDE LOCATIONS TO BE �'X11 •�9rsox•11-ms(^Ani) , AMC A.NIL ro PER CODE REWIREMF1175. a~xx 170 'x'� Wm' ric OPM. ° W 1- Rr aNXA) pt?OFOSI2 F OUNPATION SCALE: 1/4" - ,'-OII MMM PUNK SOME I f CIR,KRR WALLS M:ON slims ""--"�, WEN T-r rExNW xuru m WRAPco.-• I ALL nn(w,w CO..51W How) o.., v `t' .,w. - r AcnxxR REO. I /2•AxsAI BOARD a wNO01tr- / (0,8- / GOO ® 1 \ PANEL 1 --n Ns1xATw y / .-0- / .r 41-11. / .F-o- / 00 „ A a IIF Mxlnn. ,/4'TSO ✓/ ORCONEF PITwrs W FEW 12• e WAsxO6 PER (ATA.PER COM -- CODE R[MwIDp16 I $ w�.•i1wJ. gO NRODF MIMRAN � �6• ML WSULA• •P.T. ,/r x r x er mover Aca$m _ SA PVD RANvwA•s Ij:�� Nro SILL 'roco puma ZT a W Arc6s, T,�q: 11111- MMMF.Ag -ows 24.4mor.w.pe-a& 1 13' S =- .____' ".""°"'""D'''' nil dw FMADAn04 --II I ET III ''Ili i I i41:1i 4 DFR Pmts a Cd TIC c Mo•. � •\ ' `�BIE 24 R-AN MT a8MN D 18.411 1 ` (\y�\� r-'.- (1-11,J. (RNs O ALL 700461 PUIE Sg...OPE D04AN67,FNr O -V CRA TNc aAa1,6mm, N""' •',,••••• ~ 7.1.1 RE 1.Fax COL.N RmuwoKNrz • 1 ` _... B� , VAPm BNaRR As MA'-�-� (w,TTN a„SEW,STUD ed U NM.) L'_L-II pkoposn — — FM)10405 SWA BEMON FCC..ORA N F = n WSAA,Ox 'um.FlPo. Mn6TM6m so. REM 10 CURS Pte" ri m, •'- \\\ LIVINGWOM a O Z AT LOW POINT Da MART `R-21 INS°lATM7 TYPICAL- WALL- SECTION ,; r� "°°" O- NN SCALE:N.T.S. t Virtticti / ..-`'\ SFE FDU/NA710N SFE 11'P. 1 \�\ Cl PLAN moss sECTICN \ O /�Oi1AC RH IIBS P ( .) O UILnING SFC11ON "A" SCALE:I/411 - l'-0" I'12OFO5b MAIN FLOOp SCALE; I/4" .- I'-O" U 13 ENVELOPE ENHANCEMENT MEASURE: PROPOSED ADDITION 578 SQ. FT. OPTION#3: HIGH EFFICIENCY CEILING,WINDOWS & DUCT SEALING VAULTED CEILINGS - U-0.033/R-30A °e (SCISSOR TRUSSES R-38) . O A = ADVANCED FRAME CONSTRUCTION, WHICH SHALL PROVIDE FULL NOTICE U REQUIRED CEILING INSULATION VALUE TO THE OUTSIDE OF EXTERIOR WALLS ALL FEDERAL, STATE, AND LOCAL CODES, FLAT CEILINGS - U-0.025/R-49 ORDINANCES, REGULATIONS ECT. SHALL BE WINDOWS - U-0.30, AND PERFORMANCE TESTED DUCT SYSTEMS e CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE CONSTRUCTION SCHEDULE 2 FOR ADDITIONAL MEASURES AND FOOTNOTES SEE TABLE N1101.1(2) IN CODE PREFERENCE OVER ANYTHING SHOWN, BP. O DESCRIBED, OR IMPLIED IN THESE BUILDING PLANS. COORDINATE ALL APPLICABLE (BRACED PANEL) NOTE ATTACH TDP ( THIS DESIGNER IS NOT AN ARCHITECT OR ENGINEER AND MODIFICATIONS TO THESE DRAWINGS AS REQUIRED. 4 4' minimum length CC URRENT CODE OMPER �J ASSUMES NO LIABILITY FOR THE PLANS IN PART OR WHOLE N Meet code for size and spacing of studs and plates. w1e 0.21-18 AND/OR THE CONSTRUCTION OF THE WORK CONTAINED HERE IN. EXPANSIVE SOILS OR OTHER SOIL ISSUES MAY BE 4 Sill plate anchorage as follows: Pressure treated 2X with 1/2" scum 1/4-_1.-0- A QUALIFIED PROFESSIONAL SHOULD REVIEW PLANS Dia x 10" AB within 6" each end and on 4'-0" centers FOR ERRORS AND OMISSIONS. PRESENT ON YOUR PROPERTY (BUILDING SITE). THE if over stem wall. DRAM ORM.LmE OWNER OR PERMIT HOLDER IS RESPONSIBLE TO VERIFY 4 Solena°seatnl6°fcenters oflows: 2X plate fastened with 3-16d mo IF ANY SOIL CONDITIONS ARE PRESENT PRIOR TO FOUNDATION/ 4 Sheathing h�a;i g as.nfollows:o117�6" OSB APA®attedo sheathing with 2X 2 ALL CONNECTIONS & FASTENER'S TO BE PER CODE REQUIREMENTS FOOTING INSTALLATION. 12" a.c. .n field. joints. mon IK 2 SWEETS A SUBDIVISION: LOT: 127 BLK: Of�,4ly/V FOR: Sf TE PLAN NAME: GREYSTONE CONST. PH. # 503-951-1374 ADDRESS: CDA: GREYSTONE CONST. ASBUILT # MAP # (503)-951 -1374 A STORM DRAINAGE: WATER SERVICE LEVEL: CODE: PS: SIDEWALK: 1 "=20' APPROVAL STAMPS RECEIVED SEP 2 2 2016 115.32' CITY OF TIGARD �' s„ BUILDING DIVISION `D' ^► 15.50 / //// o U EXISTING EXISTING PROPOSED E. DRIVEWAY GARAGE ADDITION' 0z / / /, 0 33.00 o o 0 L6 EXISTING _ HOME N N- 143.62' , X N * CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD* CITY OF TIGARD SITE PLAN * ALL UTILITY LOCATIONS ARE Approved byPlanning 16145 SE CRIMSON CT. Date: TO BE DETERMINED BY CONTRACTOR.* /o ll4p TIGARD, OREGON SCALE: 1" = 20.00' * ALL PROPERTY ELEVATIONS Initials: i___S ARE TO BE DETERMINED BY CONTRACTOR.* PLOTB = 20