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Permit File BLD-2016-1706 2305 16th Street (4)
m OWNER/DEVELOPER Bruce 4 Jaonno WlliamE 1]21 $wIH 22]IH Ploce Oes Moines, WosNinglan 98198 ENGINEER NORTHWEST DATUM : DESIGN. INC. zzo9 uoNlcA DRnE NOIINT VEflNON, WASHINGTON 982]J PN: (760) A2A-eB65 ARCHITECT Lindsay Jaca63en 2010 Colon Wby Sw J60 915 91a2 Stan, 98502 LANDSCAPE ARCHITECT NAME ADDRESS pTY, STATE, PP PHONE PROJECT LOCATION Bruce k Joanna WilliamE 2}DS 161N Street Anacorles. WasHinglm 98221 LEGAL DESCRIPTION LOT 1: LOT A AND LOT B OF BOUNDARY LINE ADJUSTMENT 2016-1005, RECORDED UNDER AUDROR'S FILE NUMBER 20160]25017], RECORDS OF SKAdT CWNTT. SITUATED IN ME CIXINTY OF $NAp T, STATE Di WASHINGTON BENCH MARK$ GENERAL NOTES 20NING SITE R-2 ADJACENT . R-2 SETBACKS: FRONT . 20 Fi SIDE = 5 FT MIN, IS FT TOTAL REAR = 20 FT AREA: SITE TOTAL tA,9]2 IMPERNOUS A.86] sl PERMOUS 10,105 sl UTILITY PRDMOERS: WATER - Macarles sEwea - MaaoHes STORM ORNNACE - Mocarles POWER - PSE GAS -CASCADE NANRAL GAS TELEPHONE - iRONPER GABLE TV - CONCAST Ex. F4L = IMPORTED FILL = 2412 1520 NE 1/4 SECTION 24, TO!WNSHIP 3S N, RANGE 4 E, W.M. SI TL' PLA N FOR BuildJi�g Site Plan l i l� i! I � ' � i � I I — � � _ _ _ _ — —. � I 2219 2211 i _ __ J I `�-,_L�_,-��-�---� I L---------- OVERALL SITE MAP SCALE 1" = 60 FT VICINITY MAP DESCRIPTION REV REVISED BY CHK CALL 48 HOURS Building Site Plan BEFORE YOU DIG FOR 8ti Bruce &Joanne Williams SECTION 24, T 35 N, R 1 E, W.I. DATE 5/22/2017 SCALE N/A NORTHWEST DATUM &DESIGN, Inc. CIVIL ENGINEERING AND SURVEYING SOLUTIONS CRAWN 8Y MIC 2209 MONICA ORIK MOUNT VERNON, WASNINGipI 982]J PH: (}60) 12l-1865 FAX' (X+0) �2�-AB66 CHECKED BY des SHEET INDEX SHEET NO. DESCRIPTION C/ OF C6 COVBR C2 OP C6 EX/STING CONDITIONS A TESC PLAN C3 OF C6 SITE LAYOUT AND DIA/ENSIONAL PLAN C� OF C6 UTILITY PLAN Gf OP C6 CONSTR UCl/ON DETAILS C6 OF C6 CONSTRUCTION DETAILS LEGEND (EKISPNG) (PROPOSED) rn ----- flIGHT Of WAY LINE ����� � SE' — - ROAD CENTERLINE - - — — — PROPERTY LINE n(� n a PROPERTY CORNER . u �� SO STORM GRAIN —SD— �� O © siORM MANHOLE ® � �V U ❑ $TORN CATCH BASH ■ .��1 /q S$ $ANITAflY $EWER S$ L�—�—'' `+r ® $ANITAaY MANH0.E � � CV w wATEauNE —w— //V�a� u- y1�1 WATER VALVE DG � Q O -Lt FIflE HYDRANT � P,�YnL�n'cE, C GAS LINE — G 1.� a POwERLINE — P — r , - x — x - FENCELINE - s — . - Q V EOCE D< ASPHALT -�.� CURB h CUTTER �- ;T—± CIXICRETE 0 I f ASPHALT ��� �-'--'�'� GRAVEL F:^:-��. LANDSCAPE AflEA GRADE BREAK - - =� - - EKTRUDEO CONC CURB ECC e rOETAIL LETTER OR NUMBER DETNL BUBBLE CX ��SNEET NUMBER TESC PLAN LEGEND CODE sruea DESCRIPTION ® CONSTRUCUpI ROAD STABIUZATIpI ® 9LT FENCE ® STORM GRAIN INLET PRDTECOON © r'r'�`�'�0.EARMG UWTS ExISTNG TREE$ TO REMAIN DOUGUS E. SCNWIXD P.E.. P.L6. COVER SHEET PROJECT 7010 DRAWING 77010-SITE SHEET Cl OF C6 TESL Plm, Rotate existing symbols Protection i + • to correct orientation Legend on cover asset. y , 911 Fennnq p F v ( J Vegetative Strip' ---------- - Construction Entrance- , - Temporary Seeding G G CL G '-_� 6 - Permanent Seeding '-_ C - G '------ 4 inlet ProtectionI Carl umda unify all detail callouts / !J (� are correctly referenced ) I `` CS` + Properly Boundaries 0) _+ + I W III Bearings and Distances of Property Boundaries � - - - i r I O - �-- - +t 9:25'19 "'W O _ - . 379.940 (bb Control monuments far _ propel with coordinate — 1— splem labels 1-• � — I — — — Property surinvy disclaimer, if not r yea ADA sidewalk ramps. _ -•+ _ I / driveway approaches k _ "-- --- - - - I� parking stallsUZI SIGNAGE - orosswallu, M + --- ® -FMB striping, tlead end signs ____-A --- noParkingsigns.stop - xt M - f=84 ____________________ _____ -- ears. slap signs -_ _ - +4\\ _______ The boundaries of and {_: _.- ___________ _ _ M M MM ' a� else a;HRenl sail -- C 5 3s cF 12" Nf2 9 ,.65r. M — 2"Nt2 M .58 M -, M 1 Areas of potential"�• - erasion problems. o — — — — STBMyce woes, rticml _O - ___84______._______ fE=b3 areas. words. critical \ _ • �: -___-_ , —_ Q I are Their bullet, --- _ _ C o � Moll ,V� FENA case flood - - boundaries, a shoreline}� Q CL Management boundaries `. V '�/ `- _86'_---. _ �" }.---\—QQ EXTC PROP Exiiaisting unique or — — — „L J — — — _ CORNER 5 8 to gelation tnal is to PROPERTY4 99, be preevaea. CORNER99 -�� CORNER REBAR I Stockpile, waste storage, i REBAR k CAP CRS -REBAR old CAPE and vesicle stowage/ SWALE O ) ' maintenance are : - _ 2 99,14 t Locations far swcas, f cL ';, --. - M SWALE , , 0 NYDRAN interceptor trenches, or ditches. Drainage pies. ditches or cutoff trenches 3 lis c ted with asian , ne sediment control k slarmwoter onagemenl. nt pipeTemporary in m Ice & minimum slopes h minimum f ! TEMPORARY ( SF Graces, dimensions, ) SOIL/STOCKPILE \`� Q direction of Row n oil i AREA t ditches, swales, culverts I O and pipes etails lor byposswig �. ® a Q7 00 I off -site runoff around disturbed areas. p Locations and outlets of any aewotering systems. The location of sediment i i structures. /ipes B Q Q i ! Lot C tot 1 W 1 Dimensionthe pond ode an 7r 486 SF I o 9 �� , 9 I rm widths and inside ond °lid 14 72. 3 SF Q 3 Q a PARCEL 56331 The trap/opand storage (/! - required _ the depth• i ADDRESS: '%,2305 16TH ST, 1 dimelengnnson width ei i a. Typical section views through pond and rUet structure.i Stabilization technique ` i i detals 1 Wells $ ! ', ,'� outlets. i 1 9 N �\ i Control/ restrictor tlevice location k details. ! Lot B ` 1 Stabilization practices far ! 7 486 .SF • `, 1 Lot A terms, slopes, and p [� ` disturbed s. 1 n j 7 486 SF Rock specification and i �9. f ; 6 delay f rock check j tam, D used. Fill Grant side section if typical rack check PEAS Stamp s !! �1 Current Reg. Date PROPERTY i PROPERTY / I -10 Propel Number CORNER 5/e" I CORNER'.5/8" 4O.00 r ) i RCBNR & CAP74, 991 REBAR &'CAP 74.99 /1/ Drawing Number - — — — — — — — — — - 1 EXTC PROP i Sheet Numbers c ! �� 9, Cep 0 » REBAR / Project The " � I' �����1 V(\J�� ���� JU %� •, X 5 5liAq 49 `tL ORNER 5 8" -t/1 U h8" >s- H" 4` B•' SS E' S5 B' SS e SS B'• SS�B" 5{ �� A' SS F" 55'�B" :55--TB'• 55 -B" SS �11� ell% Sheet Name \ Q . 1 I \ r - 5. -2 Drawing Scale �"Q I CL 6 37 . 9LF 9 2, 437 o ry North Arrow10 \(!P(=7. 9G Omen By — 9.,. — — — — — — — — -- — — — — �X—X — X—% 1 r? W�' I `'�l`�%=7F3.&2 �-k—X 03 LTe<kM B Approi •• +��—Tc ouch Checked Signature 1 �JI - Ee. •:f'_.::Nr, eeacc - edited for i 3 _ �l I �I renewing ogency y //f""!��//! ��JJ" �y Road Names it I II EI Bearing/Distance Carlinville of Roods Township, Section, a DESCRIPTION REV REVISED BY CHK 0°�00 Range DATE 5/22/2017 00 AD1 0 Spell Check _ Building Site Plan NORTHWEST DATUM & DESIGN, Inc. I°°, 40 Agency Project _ CALL 48 HOURS FOR SCALE _ ,o o ° Number BEFORE YOU DIG CIVIL ENGINEERING AND SURVEYING SOLUTIONS 0 D;Wian/Pnose ti O Boundaries , 811 Bruce & Joanne Williams DRAWN BY mid 2209 MONICA DRIVE 8273 Adjoining Plats .o PH: (360)T421-MBB5W AXN(�) 424-4E66 Measure l1neS to SECTION 24, T 35 N, R I E, W.M. CHECKED BY des y view port DOUGLAS E. S MMD P.L, P.LS. scale is correct Ai p 7ESC NOTES I. INSTALL Stt T FENCE PER DETAIL A CS 7. INSTALL CONSTRUCTION ENTRANCE PER DErAR C C5 J INSTALL SEDIMENTATION TRAP PER DETAIL E FOR IF PROTECT EXTENDS INTO ME AET CS MEA TILER CONa TONS. PROVIDE RVTERCEPR SWALES 10 aVERY RUNOFF INTO SEO/wEN7AnON POND. �. GEAR tl DRUB AREA MTTHIN THE BOUNDARY OF ME CLEAR LIMITS AND CCNSMUCRON CORR/UONS RETARL SURFACE ELEMENTS OF Sllf SPEGFICALLY IDENTIFIED BY 'TO REMAIN 5. SA MCUi AT LOCATIONS IDENMED ON PLANS REMOVE G a5POSE OF CONCRETE AND ASPHALT IN APPROLED OFFSNE DISPOSAL AREAS. B. DEFlNED AREA OF GEARING LIMITS 7. iMSaL STOCK PILE. COVER h PROTECT PER SPEGIIFATONS FOR DRY k MET MEAMER CONa"ME B. INSTALL STRAW WALDLES PER MOOT DETAIL /-JOJO-00. CS A PERMfNi SEEDING PER LANDSCAPING PLAN. GRAPHIC SCALE 1' IN FEET ) 1 ich= 10 ft I FOOT CONTOURS - PROJECT 7010 EXISTING CONDITIONS AND „o,o""sTE T.E.S.C. PLAN SHEET C2 OF C6 C P S OFF' FL`SE-L• 12, 93 L +89.98 2.00 L ,o o a f92 '19;'W O 379.94'tttttt,�� O / off STA: 2+77.74 -,� �85 It r 9a�R \ 85.50 OFFSET.- 12.00 - - 86.0 FMB. L/ 12"N72 �� IE=84. 11--- _------ __-------- _------- ___...... ________ ___________________ 72"NI2 � 9_LF l2" N72 ®;. ESX 86.0 ______-__ 1E=85. 58 -- - - 86.4 ----- A _ 47 8,471 31 2+1 --- �_ OFF ET.- 21%.50 R - 3TAr-2+ 0 - ___a__ -- _ OFFSET.' 21,50 R` � O 8 cb -N8751 86-------- `� -9'�--'- \ EXTG PROP CORNER 5/8" "V I PROPERTY 74.99' 87.45 PROPER€n - ` 74•99. REBARSTA: 3+39.93 J CORNER 5/8" a - CORN£R45/8" I REBAR h CAP s REBARA CAPI IS 87.25 1 OFFSET' 40.00 99.14 STA: 1+89.9 - --__ _ .4 , E OFFSET: 40.00-�° '4.. off - N;O T +70. ° AL 1' "Q 21: 9 -. ° OFFSET• 60,00 xV 7 88.50 16, 00 . N 88.50 4 TA: 3+24. 9 } f,D y 58.4 / + OO 88.45 15.92' qOFFSET.-64. 0 R i O S E 7 + 00 7 N v 16.00' j p GARAGE FLOOR oo PORACH oo ` EL = 88.50 { 1.6 08' \ i obi 90.00 i 3 m \ 89.95 O i Lot 1 Lot C i \q FINI�HED FLOOR W 7, 486 SFi o 0 14T 972.3 SF EL so. oo PARCEL 56331 ADDRESS. 2305 16TH ST. 0 STqF 3+24.99 / FF�Ek 109. 1T i 90.00 o NPO CH oto 15rD0 9 i ` + a9.s �. 2T83' `� ' 46.01'`., 90.00 fII L O t B TA: 2+3307 Ss 88.0 - OFFSET.• 109.9 R e _ Lot A O7 C �III� 7, 486 SF E ep i 5� 8 7; 486 SF i 6, i N I 6 tossto PROPERTY PROPERTY CORNER 5/8" CORNER.5/8" 40.00 REBAR &CAP 74, 99' ` REBAR do •CAP 74. 9 EXTG PROP 149.99 8925'18'E CORNER 5/8" REBAR a" ss.,� g•' ss B" ss, ,B s� s - 8" 55'; B"' S ,�•• 5 8'• 55T..._ _ -o 374. 9LF c@ "2. 4,39 `, o (� -- --- --- - - - - - - - - - - -X- LIS X u-X-"--X- w--'-_-,_-�'.x. - :✓ CSC 1 I 1 Q N RA N TR TIN N I. ASPHALT PAYING PER DETAIL D MA TEN CENTER LINE GRADE R CS CROW NEW PAYING A r 2X III CROMN. GRADE NEST ENO OF EX/SDNG GRAVEL ROAD TO MATCH NEW PA AMC, MATCH CROSS r SLOPE ON EAST END OF PAYING. 2. NOTE NOT USED. J. NOTE NOT USED. W I 4. CONSTRUCT WATER DUALITY SWALE PER DETAIL SWALE TO MATCH INVERT ELEVATIONS OF CS �D EXISTING CULVERT. GRADE SMALL BE (INFORM BETWEEN CULVERTS r S 5 FT SIDEWALK 4" THICK W/ 3' CSTC BASE. GRADE AT UNFONM SLOPE FROV DOOR STOOP TO DRIVEWAY. 6. CONCRETE DRIVEWAY 5" MICK /W 3m C57C BASE GRADE PER SPOT ELEVA IMWS MATCHING EDGE W/ BUILDING TO BE 112" LONER MAN INRERIOR GARAGE SLAB. 7. PLACE EXCAVATED INORGANIC S&L ON THE NORTHEAST, EAST t SOUTH ELEVARONS Or _ ME BUILDING TO BRING GRADE TO DESIGN GRADES TOE OF SLOPE OF FlLL TO MATCH I GRADE AT PROPERTY LINE. B PLACE SALVAGED TOPSOIL OVER DISMUSED AREAS A r COMPLETION OF CONSTRUCTION. �- PERMENT SEEDING PER SPECInCA DON SHALL BE COMPLETED IN OCTOBER. E 83.0 9. INSTALL LANDSCAPING PER LANDSCAPE ARCNITECYS LANDSCAPING PLAN/S TA: 3+89.8 10. nNISM GRADE TWIN 4- OF 518" MINUS OFFSET. 24.5 R CRUSHED SURFACE TOP COURSE. It. MAIL BOX - COORDINATE APPROVAL OF POST LOCATION Q CONSTRUCTION WIN ANACORTE5 POST MASTER. R HYDRANT I i R I'� d5 F2 F vj= 78. 92 1c�L I=78.62 GRAPHIC SCALE z TONAL (IN Beer) 2 I inch = 10 LL mlm: Wu/n 1 FOOT CONTOURS DESCRIPTION REV REVISED BY CHK 0,0p0Op%0 PROJECT Building Site Plan DATE s/zz/zD,T mpapa o°17010 CALL 48 HOURS SCALE -,Or NORTHWEST DATUM & DESIGN, Inc. Oo 1 � o DRAWING BEFORE YOU DIG FOR CIVIL ENGINEERING AND SURVEYING SOLUTIONS o �' �o SITE LAYOUT AND 17010-SITE gu Bro'n" UMN61*1WA30ions DRAWN BY mid 2209WASA41DRIVE DIMENSIONAL PLAN MOINT VERNON,I1NGTON 982]3 0°- r o° SHEET PH: (360) 424-4865 FAX: (MO) 424-4866 o0 p0OO° SECTION 24, T N N1 R I E, W.M. CHECKED BY des C3 OF CO OOODIAN N. SONWIND P.N.. F.I.B. �— —G—�: r� „ � G C cb� � I p r,' (��/ - _ �.�. _ _ _ � S I _ Qy — _ _ 'IV _ � -----'- - -_ FMB --�— �t d -' o _ - 12"NI _______ __M_ -� M .-__ ��_ 1E=84 ____ � _________________________ 12"Nt2 .�' -59-EF f2" NIZ � T.bS% --..' ___ ______ ____ _ ,E_85.58 '� .. .. ___ - _ � ---- __ ;- -__- � �o. - � a-'-- _- .� � \ �9 b'c� � � J - _ _ ' PROPERTY � > � - 4 PROPER�bY � �, 7 CORNER 5/8" a e � CORNER45/8"� - i REBAR &� CAP i I � REBAR Jh CAPE 1 i I Lot C ! 7,486 SFi 1 1 Ti--- )� 5/8" t CAP i $_ _'}�'-- a + -- _ a. as . ` ( STA: i+97.78 --� oa s�lA"."�'r,'�,Dy ;,r � OFFSET. 49.08 R � °tl ••f �;� / � �— i ` 4 �� `----------------------------------84 `� L / � /I 0 � J / ��� � � � �� _85_ --, U �� ___� _ ____________ ___ _________ — `_ ___ _ 0 ----------86-------� ---- � /a/1V' --_- EX TG PROP ,t �CORNER 5/8" REBAR �� of � !0 �-'� ' A � ( � d Otl ,.9 E � a, ... ` Da „f� � � I � 1 + �� � �. � � 1 2 , �Ot �� � � 1 1 � 14, 972.3 SF I ' PARCEL 56331 ' � � � � � AlI�DRESS: '�z305 16TM ST. '� i ❑3 j •. / �.. � 9� 1 i, R" FD Rv RD j" FD � e" FD 4" FD I A"' FD •� A" RD %" R0� i 6 �1 i I i 1 OFFSE!T.'-112.62 R � 1 i SANI SERVICE ,& � � '� 1, � � CO ESTIMATEDi � —� I ��, s' S 4 �9. � EL = 85. D � �•, SANI SERVICE &jCO�'." 1 't j ',ESTIMATED EL = 83.0 � `. STA: 2+19.91 � 6• 55 � I � ,_ OFFSET,' 136.83 R � ( � ! j PROPERTY \ � ,CORNER`S/8" � REBAR & CAP 8" SS $' SS—�--�,--E SS 8" 56—�6"' '.B, SS '� i � � 374.9� F � �7 � 3y' 6' n` EXTG PROP CORNER 5/B" REBAR \� \� �--- M M I 14 RANT ( I �iiii I _ �` ii. JJ:�f-� K'h!r 3� 52 IF�'�'✓) 78.�'2 IE'E; = 78.82 cxs n,rc u, rcr , STdTY DRAINAGE CdJSTRUCndV NOTES I. HI$TALL �" A' 6' PK RODE GRAIN FIELD FlT LENGTH. 2. INSTALL e" PERFORATED FOORNC GRAIN. EXCAVATE TRENCH BESIDE FOOnNG 6' BE[OW nlE BOiiON °F THE CONCRETE FOOTMC TO PLACE INN'RT OF FOOTING DRIAN BELOW THE GRADE a: TIIE LONCRETE F00 RNG CONiRACidt TO VERIFY THE ELEYAMAN OF nlE SPECIFIED INN:RT ELfVAndl MITM THE GRADE aF niE WATER WALITY TREATMENT SWAGE TO ENSURE NO BALK FCOMING >b iNE F00 M'G WLL OCLUR J. INSTALL GAS POMER, CABLE k TRfPHONE LINES IN TRENCH TO SIDE OF GARAGE. SEE UTILITY TRENCH GETAILe OF INSTALLAnON. G CONTRACTOR l0 GOCUMfNi n+f LOGnoN ANp ELEVAndv aF nIE Un[InES AT THE PROPERTY LINE. ANGLE PdNTS AND AT nlE BUICdNG FOR ASBUN nNG OF TiIE PRO.ECT. e. CONTRACTOR TO EXCAVATE EXIS IING SERER SEANCE SNB AND 4EMfY INVERT ELEVAndV. IF ELEVAndJ VARIES BY YORE THAN 1 FT FRGI DESIGN. CONTRACTOR SHALL NOnfY THE ENGM'EER TO VERIFY DESK,N d CONSnTUCTILXI STANDARDS CONTRACTOP l0 EXTEND SEVER SEANCE TO 10 BUNdNG W/ 6" PN: SERER PIPE AT A MINIMUM GRADE OF J.L INSTALL SAN?ARV SERER dEAN0UT5 Ai PROPERTY CINf AT THE ALLEY A' AT ME BUILDING PER dTY OF ANALORTES CQNSIRICnOv STANDARDS h DETAILS SHOMN ON SHEET C6. PRONGING COUPLINGS AS NECESSARY i0 CONNECT SEANCE l0 EXISRNG STUB. CONTRACTOR l0 GOCUMENi TIK LOG nav ANp ELEVA ndN�O� THE SEMER STUB Al ME PROPERTY LINE ANp AT ME dEANOUT Ai nff BUICdNG FOP ASBUR nNG OF niE PRO.ECT. S. INSTALL ANGLE WATER SEANCE TO PROPERTY LINE. INSTALLAnON SHALL BE PER ME dTY OF ANACORTES CONSIRUCiION STANDARDS COOHdNAlE THE MET TAPPING OF THE SEANCE LINE N/nl THE GTY OF ANACORTES PUBLIC RORKS DEPARTIVENT. SEE DE TAMS SNOMN dV SNEEi L6. niE CON1RACi0R RILL INSTALL THE SEANCE FROM THE WATER MAIN l0 iNE PROPERTY GIN£ h FRd/ ME PROPERTY LINE TO nlE BU/GOING. nlE dTY a: ANACOR TES RILL INSTALL THE WATER YEIER Ai THE APPROVAL OF nlE BUILOINc cousmucnoN. 6. AL TERNAIE GS COCA nON - /0 Bf OES/GNEG BY CASCADE NATURAL GAS T. INSTALL STREET TREES 5 Fi INSIDE PIE PROPERTY LINE: J- Mbafam MM1i(e Pine �-MFFtem ReA CeOw 1- Nne Meple J-GPDapple 1- NaEle Fi GRAPHIC SCALE '�tl\ �'� /�� �a�g/� �s'r/OVAL �G _ (7N FEET j pd»pp; If/IfIli 1 ineA � TL z Foor coxrouBs DESCRIPTION REV REVISED BY CHK °o°pOOpO°° PROJECT Banding Site Plan °A� 5'ZZ'2°" ° CALL 48 HOURS FOR , NORTHWEST DATUM &DESIGN Inc. o°° �`°°o "°'° SCALE N A � o O °RAWING BEFORE YOU DIG CIVIL ENGINEERING AND SURVEYING SOLUTIONS °z�^' `" nolo-sTE 81l Bruce aG Joanne William DRAWN BY nu0 op��l}„`�,,, o UTILITY PLAN 1209 NONICA GRIN: O �° MOUNT NRNLN, WA6aIHGTON 9R2T3 °° �-�" o° SHEET Pa: (S60) a2a-eB65 FA%: (S60) ase-1806 Od °° SECTION 24 , T 35 NI R E E, W.M. CHECKED BY des °OO°°°°O C4 OF Cf DOUGIAB L 9CBIIIRO P.6.. P.L9. MM :; A _ r _- _- - - _—_ .% IE Pon O1L ?6 DEOIEXiILE COMPAC3 NAHE�� 5I ` HLL ROW 1L ccaaNOna-NTLonasPath,aRAOE, AN MIn. TEIpeE STN@IGTN, W 9TP1N1�0 ------- sumcNOTRFENCH (� €I S; NOTE OURINO EAcA ATDN. MININCI OOT NO THE GROUND TREIIfAlAB MICx AS le FEASIR E. ANO SMOOTH SURFACEO EUNUIIITION TO AMID CONCENT. / RATING FIDwa. CONPACTION MST BE AD EOUAna TO Q® / FSEVEWT RCGRING FlAYA. / '¶ 3 TYPIGLLIN37AUATION OCTAL (mEE. POSTS MI effxDTE1 �/ �Y- 9e. rlpuiaActopeul+o S PovTs C LSTPNp. roars eHOW10 NDre6 i. Inebll M ends of ltM ern and O e ppinlof"p n e- M pmaM ladlmerdfrun IWWIIg anurM IYe eITJe Df dfe 1WIw. 2 Perfom mantermunce in aNardanre weh Sib mbird 6pepXlcmdons F01.](6)A and 6-01.3(16) 3. 5plpaa I swat 0e pieced In ba a" a sump locadw . If eplNee an lenabd In law a sump elal, V1e fens may Read w Be ndnitalIN ulllew the Pralect EngInew approm YM InateloWn, 4. InMall SO mKe1g perelMlb mapped mntow Was, ��\q� �9EE NOTEI i 3EOTEMIIE FOR zLT FENCE -SEE STANDARD I61FIpATW11aEpnON FD.a nF TA3126 — - POST MWoor wu -- 7` FA6EEx TO FABRIG SECYTEATIM BYRCAU \ SM£p rENLE 9ELIIONS9IALL EE OL06E ENOUGH TOGETHER i0 MLT tADOL YYATER FROM E9CAPeYO TNRIXgX TIE FENCE AT 11E QAMIUP. SPL6:EDETAIL V=D POSIS SHOWN) GRADE ��qq oL�PEAa�nEO, f�� ANOflA L SALISBURY CERTIFICATE ID. OGsees SILT FENCE STANDARD PLAN 1-30,15-02 SHEET I OF 1 SHEET APPROYID FOR PIHN.A11011 learn BaAoHRh MI 327/13 w..�,rP.N o...-•r.A...aw� R 25� MIN. I7• AIW J 9 1pN. 1 - 8" p/ARRY FALL$ � PRONOE FUlL N100f OF N01E5, INGRESS/EORESS AREA IJ 100' MIMMUM CENG M. WAY BE REDUCED TO 50' AIMMUM FOR 9TE5 mDl LESS THAN qVE ACRE OF EXPOSED $pL. 2J A(C MUD AND DEBRIS TRACKED ONTO EXISRNG ASPHALTED RDAOWAYS SHALL BE SX£PT/CLEANED UP AFTER EACH DAYS MORK, OR AS REQUESTED BY THE PROJECT ENGINEER AND/OR P.O.S TEMPORARY CONSTRUCTION ENTRANCE DETAIL DETAIL ALLOWABLE ALTERNATNE TIE -DOWN METHOD / (m.l PLI1N VIEW S' DIAMETER WATTLE 9PACINO TABLE 6L11PE MIXYMM SPACING 1H:1V 10-0' 2r: v 3X:tV w-m M :1V /O-P CROWN OT1 CROSS PER PLAN 8• PITRUN CRAPE CSBC PER SPECS. OF ANACORTES $PEGS. PREPARED SUBGRADE 95e: COMPACTION TOP B- LAYER [?n:oaH:ea: CLASS -B- ASPHALT F ANGIE IEPMINAL @!0 OUND UPNAC TG PI1EVOli FLPNARMTTIUE VATTIE TPENLH -SEE NOTE 1 Y. Y � 2A' NOOOEN STA1tE (1YP.7 FGR sEDIMExr TRAPmNG (iN'P.1 N EAlEO wODOEx srAla= (rvP.) WATTLE DETAIL wATrtE P� sa�clreR+ITne�mP) I SEOTM)N OA WATTLE INSTALLATION ON SLOPES COMPACTED CSTC TOP COURSE PER qiY OF ANACIXtTES SPECS TYPICAL ASPHALT PAVING DETAIL NOT TO SCA(f NT XICLE AccEss I SIDE / -WN/MUM zr MIN. Ia001 FINAL GRADE PLAN i/NG5 FOR TREATMENT SWALf -'-I l '- 2 SHALL BE N77f1 PLANTS PER DOE LlD ' `� - - ~ STANDARDS 0 COVER T' a VARIES 1 FT MIN SHOULDER 36" MIN. MIN DEPTH I 12 1.0 FT 1I1 MIN ... IB- TRAVEL LANE MAX. X / / 6" SAND BEDDING BEDDING EXCAVATED DIRT PNE NOTES 1. VValtles shell 6e in accordance with Sbndord Spa Mcffdon ba w) rdenwi with Standard Spel6catlonlla13(10)I. z SecueN blot eactl and of Waddle. Overlap ad)acent VJadls eMs 12" tehintl area WoMer and escunly to bpetler. 3. Compact exwvetatl Boil and benches W plevant Undercutting. Atldaorel slekeg may be naa aaary to lament undeevti ng. 4. Iretall Wattle perpendicular to Sow along contours. 5. Wallbe shell be inWaded regularly, and immediately after a reirdall pmtlutte runoff, to witure May remain Macughly entrenctrotl ens in contact With the WiI. 8. Porfanlr meinbrence in accordance with SlandanG Spwc Sptlon 6-01.3(16R 7. Refer b Sbndutl Speeiffoatlon "1.3(161 for removal. STATE of �m 1L�F xGTEO OV'l )'VQ SEGISTERED uU rAxoecAPE ARCRITEcr Sandra L. Salisbury SANORA L SMJSBURY INCENSE NO eW M Jun 10. 2013 SFE) WATTLE INSTALLATION ON SLOPE STANDARD PLAN 1.30.30.01 SHEET OF 1 SHEET APPROVED FOR PUSUCAmON Pmco Ba"dall III NIW13 B" COMPOSTED STOIC PER DOE LID STANDARD SPECS ' 12" DEPTH OF 3/1" - T" DRAIN ROCK 3' SAND NRAPPED /N POLITELY �I GEOTEXTILE TS700 GA$ (NHEN PRESENT) — — —I —_'pOXER CABLES � e p7�Ml O '3 D, r COMMUNICA 1701 — OR CONDUITS (-[' r, 12• MIN. p yd023 WATER QUALITY SWALE COMBINED UTILITY TRENCHFONAL` DETAIL — NTS EXCAVATION DETAIL NOT TO SCALE la/the/IT El DETAIL F DETAIL 1Gj DETAIL DESCRIPTION REV REVISED BY CHK DATE 5/22/2017 o°00 ID °°00 oo PROJECT Building Site Plan NORTHWEST DATUM & DESIGN Inc ° CALL 48 HOURS FOR SCALE N/A 1 0 !o DRAWING BEFORE YOU DIG CIVIL ENGINEERING AND SURVEYING SOLUTIONS o$ ,"„r EY Lj�� CONSTRUCTION DETAILS 17010-SITE 811 Bruce & Joanne Williams DRAWN BY MID 2209 MONICA DRIVE MOUNT VERNON, WASHINGTON 98273 00 oo SHEET O°Oy' pOOp° SECTION 24, T 35 N, R I E PH: (360) /24-4865 FAX: (3B0) 424-/866 W.M. CHECKED BY des CS OF C6 OOVpIA9 C. 9CXWIN11 P.6.. P.L.S. 6i a° I PUBLIC EASEMENTS �___--___ _- O n PAVED STREET DRAWN BY: SL FILE: Sf-d UnUTY TRENCH TWICALOWG ET£ECnNE DATE RENEW BY BALE: RENENIIt 01-20-TBOa 0.5-31-T013 BUCKFNMEN SEE UTLITY AND YANH0.E ADJUSTMENT DETNLB FdE TYPE Qi PATCHING MgINO BEAN -our. C 0 CDNCRETE\PAYED STREET GENERAL NOTES: to 3 INCH WNIMUN CEASS 8 ASPHALT, PER SELTON 2-06.3 2) OF T1� TOD2 WSBOi STANDARD SPOEtlFl TIONS FOR ROADS, BRIDGES AND MUNICIPAL c N5fgULTON. iB. CONCRETE PATCH TO BE THE SAME DFPIH AS EXISTING CDNCREtE SdELT. 1C 12 INCHEB - CWPACIEB DEPTH TOP SpL TO OE FlNIEHED Ni1H SEED OR 500. 6® TO RE WEED FREE 2. SAWCUT 3. ALL JOINTS BETNEEN OLD ANO NEW ASPHA T TO BE SELLED (SECnON 5-05.3(B)R) USMG A HOT POURED JOINT SEALANT, PER SECipN 9-O4.T(1). 4. 9-O�(9�, ANO UPREPANSE➢ PP RINSECnONET-06](2), "6UBGRADE FOR SURFACING". i(A). aMVEL RASR SPEfAFlED HoTHEE�PROVFD PUNSm WT gRIAL TO BE COMPADlEO TO 96X. PER SECTION SECTION ], OB J� "BAOCHFlWNG"LL". SEE ALSe, (B). CONTROL OEN9llY FlLl WILL BE REQUIRED BY 1HE CONR2ACTCR IF THE TRENCH LR069NG FNlS. 6. TIE PIPE 20NE SNAIL RE RACKFILLEB WRH SAND BACKFlLL TO 1 NCHES ABOVE THE RPE, PER SECTION ]-09.3(10) "EWXFlLLN6 iRFNCHES". THE PIPE ZONE SHP1L BE COMPPLTEB TO 905, PER SECTION ]-06.3(1)C. J. SAND BACNfl1 -PIPE IDNE B, 6 INLHEB -SAND BACKFlLL 9. IAY ALUMINUM LOUTE TAPE A MNUIUN OF 1T INCHES BELDW FlNBHEB CRABE NRB t2 RCHES ABOVE PIPE. '_.:'� � DEraL: sr-0I STREET CUT REPAIR A - sTA o�ln oLRAWINc z T S ❑oo❑ ❑ O O ❑ � 0 � � I O AE OTY Oi ANACdJlES � CdJSTRUCTpJ STANDARDS ❑ ❑ ❑ ❑ FOR BACNFlLL REOUIREMENTB 8 ^ PLAN VIEW O Oj fi O YIN. A��.O1 PROFlLE CLEAN -OUT NOTES:(AtnoN ]-ob) 1. FOC nGHT UST IRON RUJC AND dAYOND PLATE COAiR. 2. FIBER JOHT PAdtWD ]. B uJa ]0]4 PVC NEC1i. {. fi- 4s eEND S. RPE 9ZE % fi' {S' SVEEPIHG Y fi. 1 FOOT Q PVC RPE. >. PVC EMD CAP fi. ALL STDRY $EVER PIPE TO BE RUBBER GA91E1E0 ]O3R, ALL REFER SHALL BE FRONDED BY THE SANE MANUFACTURER OF MAT DF ME RPE. 9. MINIMUM AOPE DN 6' PVC SipW RPE IS D.01/FT. 10. B REPLAONG A LIVE SIfAW1 ORAIM, n1E UNE NLL NOT BE 1E51ED. 11. YMEN dSTALUNG NEw BidW diNN AHD 9DE SEWERS, ME ONES MLL BE iES1ED PER ACnON >-O4](tjF. THE PRESSURE wLL BE S P9 FQt IS MINUTES RENBED: oT- s-s DRAMM E . P GA RENSEO SNL DETAIL CALL 48 HOURS BEFORE YOU DIG 811 98]TI WWM.CITYOFANACdiIES.ORG DESCRIPTION N. T.S SEWER\STORM CLEAN -OUT (MAIN -LINE ONLY) DETAIL SEE NOTE _ -- _,.,� O __- © ,�,: ,_I '=,I:iT 3 ST-Ot UTLITY tRENCH TYPICAL FIXt BACKFlLL REOUIFEMFNTS DOUBLE SERVICE -PLAN VIEW MUN 5 CROSS-SECTION WATER SERVICE NOTES: A SEE EDS STANDARDS WT-20 FOR METER BO% SRES. B. METER wLL BE FRONDED BY 1HE CITY AFRR fEES ARE PAID. C ANGLED MEIIIt BALL STOP AND CORPORATON NO.: ITDR: MATERIAL: S/e OR 3/{ 1 INLH 1 OOUNE 1 xwl Z , Ixol s/A Rxx mwol NMcN Mrrs e% 3 nPE . p .. I Ixal 5 soPTe (cN�1oIF/�1 B lv/w/. �s 7 Ilse a R yA' z e' e v. NLN 10 i • wx 11 FIRE SPRINKLER SYSTEMS NAYH REQUIflE LARGER METER AND SERVICE PIPING TO MEET FIRE FLOW REQUIREMENTS. CODRDINATE WITH BUILDING OEPARTMEN7 IF SPRINKLERS ARE PROPOSED. 6TOP SHAW BE MV ELIER tl D, FOgD QUICK OR AY NcOdJ ALO JOINT CCNPRESSION FlTTNG, Op APPROVED EOUM.. D. 1HE SADdE SHALL BE RESEALED IN B MIL P0.Y BAGGING THE CORP ANO COPPER SERN[E SHALL BE WRAPPED IN TAPE ]'-4' FOR GiHOdC PROTECnON. E OMNEP SHALL SUPPLY PRESSURE REDUCING VALNE AT BUILDING PIIRANCE IF 6TATC OR FlRE PUMP PRESURE E%CEmS BO FBI. F. fOR BOUN.E SERNCE. A U-BRANCH MVOEER MODEL H0: H-15]64 OR OR EOVAL M0.Y BE DEED. G, ALL FlTRNGS SHAD. RE IRON PIPE THREADS SCALE: NOT TO SCALE DETAIL: WAIN CRAWN BY: SL FlLE: WA-D45ERV-BYALLBWG WATER SERVICE 6TECnVE OAIE RENEW BY DAIS RENEWER UNDER 2" O>-]D-Z011 05-J1-2d1 BRUCHNER aPP[unly e - cFeuneRn nvAWixG �n iELEVATION VIEW WYE CONNECTION C� BEE xorez BEE NOTE t 3 DETAIL REVISED BY CHK Building Site Plan FOR BrB�i� IEoIKiHeL�A1M�ns SECTION 24 , T 35 N, R I E, W.M. BENER MAN 4'OR�DVJI. SLYr£R PIPE (SEE COMPAGD �\ GW A -SEE NOTET PROPERTYLIME� PLAN VIEW iELEVATION VEW DATE 5/22/2017 SCALE 1"-10' DRAWN BY mid CHECKED BY des TEE CONNECTION FOR 8ANRARYSEWERUSE -J ����� ���5 '��13 y���� Ta �Rs=z€ SIG! 5lMIlR CONNlCTION STANDARD PLAN dl5.20.00 SHEET 10F 1 fiHEET APPROVER FOR PUBUCATON� NRTordJ�P.EwTtesD aa.ot.oc �,.m.H�-� :e P�x�-..T.,.�,.�., NORTHWEST DATUM &DESIGN, Inc. CIVIL ENGINEERING AND SURVEYING SOLUTIONS 2209 YONICA DRIVE MQINT VEINJIIN, WASHINGTOTJ 987]] PN: (J60) 4N-4865 FA%: (]fi0) 424-4866 CONSTRUCTION DETAILS RO: li/IP/I> PROJECT 7010 DRAWING 17010-SITE SHEET C6 OF C6 DOUGI.l4 E. BCHwIxO P.L. P.LS ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O. BOX 547, ANACORTES, WA 98221 E-MAIL: stevel@cityofanacortes.org Memo Date: January 137 2017 To: Paul Ingalls, Plans Examiner From: Steven Lange PH(360) 293-9920 FAX(360) 293-1938 Subject: Proposed New Residential Home at 230516'" Street (Parcel # to be determined) cc: Eric Shjarback, Fred Buckenmeyer, Don Measamer, Paul Ingalls The Engineering Department has reviewed the submitted documents for a new home construction on 16t" Street. Below are the following comments and or recommendations. Note: A site plan review was completed on December 23, 2016 related to the building permit application. Attached is an 8'/z x 11 vicinity map of the City owned utilities. Zoning: • This property is located within the R2 Zone. Subdivision Type: • Existing Parcel of record. Critical Areas: ■ Contact the Planning Department regarding Critical Areas requirements. Permits: ■ Right -of -Way Permit for work being performed Inside and Outside the Traveled Way. Contact Jim Baldwin, Public Works Inspector, at 360.661.3547. ■ Contact the City of Anacortes Planning Department for additional permitting requirements such as SEPA, Grade and Fill permits, Conditional Use, Building, etc. • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services City of Anacortes Development Standards: ■ The 2011 Development Standards can be found on-line at www.cityofanacortes.org. If the Engineer of Record needs any COA Standard Details in AutoCAD format, they can email me at stevel cityofanacortes.org and request a CD. This CD will be mailed to a provided address. Sewer: ■ For additional Sewer information and design criteria, see the 2011 EDS Standards, Chapter 5 — Sanitary Sewer. ■ An &inch Concrete Sanitary Sewer exists in the Public Alley Way. The location of the private side sewer is not determined for Lot A. ■ The location of the private side sewer for Lot B is shown on the attached vicinity map. ■ Per S1-10, the private side sewer in the Public Right -of -Way needs to be a minimum of 64ches. Storm: ■ For additional Storm information and design criteria, see the 2011 EDS Standards, Chapter 4 — Storm Drainage. ■ This project is currently under the 2005 Department of Ecology Manual. As of January 1, 2017, the project will be under the 2012\14 Department of Ecology Manual. ■ The project will utilize the existing swale as conveyance. The project will need to construct a swale meeting the Department of Ecology requirements for water quality. ■ Project will need to submit geotechnical information regarding infiltration tests to verify that the proposed drywell will work in this area. There is a high ground water table in this area. Project will need to provide a minimum of 0.3 per hour (DOE requirements) in order to achieve infiltration. Traffic: ■ Pedestrian facilities are not required per the Anacortes Municipal Code, Chapter 15.20.040 —Public Streets, Alleys and Storm Sewer System improvements. ■ Provide a Traffic Control Plan (Current MUTCD Manual) prior to any construction taking place for acceptance by the City of Anacortes City Engineer. ■ Street Lighting is not required for this proposal. Street: 06t'' Street) ■ For additional Street information and design criteria, see the 2011 EDS Standards, Chapter 3 —Street. ■ Per AMC 15.20.030 - All improvements required shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. ■ Per AMC 16.32, the Residential Access Right -of -Way Width is 504eet. This project is not required to dedicate any additional Right -of -Way. •Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation • Equipment •Capital Projects •Development Services q�/p ` ■ Per the Anacortes Municipal Code, Chapter 15.20.040 — Public Streets, Alleys and Storm Sewer System improvements, this project will be required to pave 24- feet in width along the frontage of the proposed property on 16th Street. ■ Width of the driveway at the street for residential access is 204eet maximum (See current Engineering Development Standards, STR-28). ■ Street Trees: Contact Jon" Lunsford @ 360.299.19537 Parks Department for a list of City approved Street Trees, See EDS Standards, Chapter 3 — Streets, Section STR-18.2 regarding Street Trees and Root Barrier requirements. Garbage: ■ Sanitation and recycle pick up will be at curb side. ■ Any questions regarding Sanitation pick up, please contact Matt Koegel at 3600293019210 Water: ■ For additional Water information and design criteria, see the 2011 EDS Standards, Chapter 6 — Water. ■ When the water meter fee is paid for, the City Water crew will install the water meter and box to the property. Fire Coverage: ■ The project does have fire coverage. ■ There is a fire hydrant located at the SE corner of 16th Street and C Avenue. (FH#392 — 64 PSI) ■ Contact Jack Kennedy, Assistant Fire Chief @ 360.293.1925 for fire coverage requirements. Utility Companies: ■ See Anacortes Municipal Code, Section 16.20.080 —Utilities for required Franchised Utilities as well as City of Anacortes Utilities. ■ All franchised utilities shall be underground. Fees: ■ See the Planning and Building Department for fees related to building permits. ■ Per AMC 15.24.010 this project is subject to Engineering Fees for Plan Review and Construction Inspection. Other: ■ For Landscaping and Landscape requirements, see Planning Department. ■ Mail Boxes (See Chapter 3 —Streets, Section STR-19): For Mailbox Locations, coordinate location, type and size with the Anacortes Post Master. The access and areas around the mailboxes need to meet ADA requirements. ■ Encroachments (See Chapter 3 —Streets, Section STR-18.3): Prior to any placement of any barricades, material, earth, gravel, rock, debris or any other 00���0 4 cF •Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services q�/p . material or thing over, under or upon the Public Right -of -Way or easement, an Encroachment Agreement shall be obtain from the City of Anacortes. See the Anacortes Municipal Code, Section 12.30 for additional information regarding the Encroachment Agreement and processes. Contact Russ Pittis at 360.661.3460 regarding questions or to obtain an agreement. ■ For addressing information, contact Rob Hoxie (GIS Coordinator) at 360,293,1920, extension 233. ■ Improvements shall be designed by a Professional Engineer, licensed in the State of Washington. ■ Improvements are subject to a 2-year Maintenance Bond in the amount of 10% of the actual construction costs. ■ Contractor shall be licensed by the State of Washington and hold a City of Anacortes Business License. Thanks, Steven Lange • Water •Wastewater •Streets •Storm Drainage •Engineering •Solid Waste • Transportation •Equipment •Capital Projects •Development Services c 0 20 � I I I 1 1 I I �1 li tt 59 ii PI j 5 I I 2 I� m 1 IV, N I I I to ; i N I I OCK 2E 3 2316 ; 2310 r f 12 17TH ST. 1 T DITCH 8" CONC SD 1 #392r" 2 ; 64 PSI I i �K I I I 1 i i 1 i j I i I i I j j 1 PLUGGVD 1 11996 CON SS I I I I ; I I I I , I W I ; 306 i 230F m > I I Q A I A - s 19 2 U 0 Pe MH it CanuteT sal° P.O. Box 547, Antic s, A. 98221�0547 P (360) 293-1901 �' ° Don Measaw.er, Building Official, Planning Director FAX (360) 2934938 Y�. V22 v� �r�ss��Ifid s. O t, (I I ,n leaseIlease provide a f Ul size site.plap, to scale, and a recent boundarY survey+ 'lease supply a landscape plan. (could be included on the site plan) showmg what all rround surfaces are to be when done (lawn, mulch, driveway & etc.). and indicating ocation & type of trees. One tree per 1,000 square foot of lot area, ndicate slopes, if any, on the lot. Provide cross section views indicating stepped bundation if applicable and heights of those foundation walls. provide f .",4State .ners. Code. Che plans do not show how the office and bedrooms #2 & #3 are heated. Please indicate plans. skylight shown on the roofframing plar4 stated as t feet in length erpendicular to the roof trasses. The truss engmeering supplied with the plan does not &FRE III Will some o the trusses continue through r - °ht well?t' f the f d exhaust fans on the plans,In toilet rooms,bathrooms, aundry room & kitchen. DRAFTING MANAGER: LINDSEY IACOBSEN 2010 CATON WAY SW OLYMPIA, WA 98502 360.915.9142 CAD TECHNICIAN: SCOTT M TURNER ENGINFfIi = LUKE MOERKE, P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALIS, WA 98532 PHONE: 360.345.1566 CONTACT INFORMATION: CUSTOMER: BRUCE & lOANNE WILLIAMS XXX 16TH ST. ANACORTES, WA 98221 PARCEL # - P56331 SALES OFFICE: LEXAR HOMES - BURLING 489 ANDIS ROAD BURLINGTON, WA 98233 PHONE: 360.101.1212 OFFICE ROOF SNOW LOAD: 25 LBS WIND SPEED (ASD]: 85 MPH WIND SPEED (ULT): 110 MPH EXPOSURE: B SEISMIC ZONE: D FROST DEPiH: 1' -0' PLAN SIZE: FULL SIZE STAMP TYPE: DIGffAI THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY: BRUCE & lOANNE WILLIAMS SALES ASSOCIATE EXTERIOR DOOR SCHEDULE SIZE TY ROOM NAME FIRE TEMPERED U-FACTOR SHGC COMMENTS 6068 R IX 1 DINING ROOM 02 0.3 3068 R IX 1 BUTLER'S PANTRY/REAR PORCH COVER 02 0.3 3068 R IX 1 ENTRY/PORCH COVER 02 0.3 3068 R IX 1 UTILITY/3 CAR GARAGE 02 0.3 3068 R IX 1 3 CAR GARAGE 02 0.3 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS AND ENGINEERING TAKE PRESIDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. Sheet Index Label P # Title G-000 1 COVER SHEET G-001 2 GENERAL NOTES S-001 3 ENGINEERING NOTES S-101 4 FOUNDATION PLAN A-101 5 MAIN FLOOR PLAN A-106 6 ROOF PLAN A-201 7 ELEVATIONS A201.1 8 ELEVATIONS A-301 9 CROSS SECTIONS A-501 10 DETAILS A502 11 DETAILS E-101 12 ELECTRICAL PLAN ROOM FINISH SCHEDULE ROOM NAME FLOOR FINISH INT. AREA S FT BED M2 W.I.C. 25 BATH 32 BATH 34 BATH M2 38 BEDROOM N2 165 BEDROOM #3 113 BUTLER'S PANTRY 116 CLOSET 13 CLOSET 8 DINING 331 DINING ROOM 172 ENTRY 30 HALL 25 HALL 31 KITCHEN 160 LIVING ROOM 562 MASTER BATH 190 MASTER BEDROOM 354 MASTER W.I.C. 64 OFFICE 207 STRING AREA 62 UTILITY 122 TOTALS: 2920 _ p���uv� MAY 2 6 201 � CITY OF ANACORTES cn W 0 i 2010 Caton Way SW Suite N709 Olympia, Washington 99592 Ph. )989)294-8394 Email. email@lexarcom © 2016 Copyright by lexar Nomes llC. Nl righLc reserved. 3 z 0 .� O = s; ao � o m M � m D= PRINTPRINf 0A- 2/11/2011 SHEET. G-000 1 14 V11 11KII1 611 Oki �1 LI FOUNDATION & FLOOR FRAMING NOTES: FRAMING NOTES: ROOF FRAMING NOTES: 1- SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER AND BUILDING DEPARTMENT. 3 -THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN ON THE COVER SHEET. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. 4 - FIRE -BLOCKING IS REQUIRED AT All PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 5 -WHERE REQUIRED, USE A MINIMUM OF 3000 PSI CONCRETE PER 2015 IRC TABLE R402.2, INCLUDING FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACKFILLING. 6 -WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2015 IRC REQUIREMENTS AND THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER THIRD OF THE TANK. AT THE LOWER STRAP, STRAP IS TO BE 4" MINIMUM ABOVE THE CONTROLS, PER 2015 IRC CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN A GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18" ABOVE THE FLOOR SLAB. MECHANICAL/PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 1 -USE 5/8" SHEETROCK OR 1/2" SAG -RESISTANT AT THE CEILING PER 2015 IRC SECTION R102.3.5 AND TABLE. 8 -FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE 2015 IRC, INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS. 9 On PROVIDE A MINIMUM 22X30 ROUGH OPENING FOR ATTIC ACCESS WITH TIGHT FITTING, SELF CLOSING DOOR THAT IS BACKED WITH INSULATION. 10 -ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MINIMUM 20X24 OPENING NOT LESS THAN 5.1 SQUARE FEET. 11 -SEE THE ELECTRICAL SHEET FOR EXHAUST FAN, SMOKE DETECTOR, CARBON MONOXIDE DETECTOR AND ELECTRICAL FIXTURE LOCATIONS. 1 ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "On PER 2015 IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 PSF SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2 -ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2X HEM -FIR #2 MINIMUM TREATED WITH AN APPROVED PRESERVATIVE AND GALVANIZED HOT - DIPPED CONNECTORS (OR) STANDARD HEM -FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R319.1) OR BORATE TREATED HEM -FIR #2 MINIMUM. 1-SLIB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS On REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 1-JOISTS AND RAFTERS ARE TO BE OF 92 MINIMUM. RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MINIMUM OF TWO TRUSSES. 2 -TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR INSPECTION. ALL TRUSS BRACING REQUIREMENTS MUST BE INSTALLED PER TRUSS DRAWINGS. DO NOT FIELD MODIFY ANY TRUSS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT. IF A TRUSS IS DAMAGED, DO NOT INSTALL IT. CONTACT THE BUILDER IMMEDIATELY FOR A REPLACEMENT TRUSS. 3 -PROVIDE APPROPRIATE BLOCK -OUTS IN FOOTINGS OR WALLS FOR 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE 3 -FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" OR AN APPROVED PLUMBING AND ELECTRICAL STUB OUTS. DESIGNER AND BUILDING DEPARTMENT. EQUIVALENT. 4 -USE 3000 PSI CONCRETE WHERE REQUIRED BY THE 2015 IRC TABLE 402.2 MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5 -FOUNDATION VENTS ARE TO BE INSTALLED AT 1 SQUARE FOOT VENTILATION PER 150 SQUARE FEET OF CRAWL SPACE PER 2015 IRC SECTION R408.2. VEN AME TS ARE TO BE A MAXIMUM OF 36" FROM BUILDING CORNERS. **WA STATE NDMENTS ALLOW FOR 1 SQUARE FOOT PER 300 SQUARE FEET OF CRAWL SPACE.** 6 - 2X PRESSURE -TREATED MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HAN THE GERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH MUDSILL TO THE FOUNDATION WITH 1/2" X 10" ANCHOR BOLTS AND 1/4" X 3" X 3" WASHER @ 6' OC UNO. 1 - REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS UNLESS IT IS BELOW A LOAD BEARING POINT, OR AN INTERIOR SHEARWALL PER 2015 IRC SECTION R403.1.3. 8 -THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY, BUV THE CONNECTIONS RE FROM THE FOUNDATION TO THE MUDSILL IS ENGINEERED FOR STING LATERAL LOADS AS OUTLINED IN THE DESIGN CRITERIA ON THE COVER SHEET. 9 ST -THE FOUNDATION FOOTINGS SHALL BE A MINIMUM 12" WIDE BELOW ONE- ORY PORTIONS OF THE BUILDING AND 16" BELOW TWO-STORY PORTIONS OF THE BUILDING, WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT. SEE ENGINEERED FOUNDATION DETAILS. 10 -WHERE REQUIRED PER 2015 IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. 3 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES FIRE-BL INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. OCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 4 - LINO. NAIL ALL TOP PLATES TOGETHER WITH 1 OD NAILS @ 12" O.C. AND AT SPLICES WITH 10D NAILS @ 6" O.C. LAP SPLICES A MINIMUM OF 48" TYPICAL. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL WITH (2 10D NAILS EDGE EACH STUD BAY. NAIL ALL OSB SHEATHING WITH 8D NAILS @ 6" O.C. ON AND 12" O.C. IN THE FIELD UNO, EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 5 CABINET -, PLUMBING FIXTURE AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 6 -SEE ENGINEERING FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 7 -REVIEW APPROVED PLANS AND DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHE AND ANCHOR ATTACHMENTS. VENTILATION SYSTEM NOTES: EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS W/ 30 CFM CONTINUOUS. TOTAL OF CONTINUOUS CFM RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF CFM AIRFLOW. GENERAL STRUCTURAL NOTES: WIND AND SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FOR BY THE CRITERIA LISTED ABOVE. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FOUNDATION BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). THE PRESCRIPTIVE DESIGN AND CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2015 IRC. 4 -PROVIDE ATTIC VENTILATION PER 2015 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQUARE FEET. 50% OF THE REQUIRED VENTILATION AREA Way SHALL BE VENTILATIO A MINIMUM OF 3 FEET ABOVE EAVE VENTS. THE BALANCE OF REQUIRED Olympia, N SHALL BE PROVIDED AT THE EAVES. 5 On PROVIDE A MINIMUM ROUGH OPENING 22X30 ATTIC ACCESS PANEL WITH A TIGHT FITTING, SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER AND PLANS. 6 LINO. - SHEATH ROOF PER 2015 IBC CASE 1 (STAGGERED PANELS UNBLOCKED). FASTEN PANELS WITH 80 NAILS @ 6" OC @ EDGE AND 12" OC IN THE FIELD. DO NOT STAPLE! UNLESS APPROVED BY A LICENCE ENGINEER. Go it 7 LINO. - TOE -NAIL ALL GABLE END TRUSSES WITH (2) lOD NAILS @ 16" OC INTO TOP PLATES. 8 LINO. AND FASTEN - TOE -NAIL EACH END OF TRUSS AT BEARING WALLS WITH (2) lOD NAILS WITH TRUSS CLIPS PER PLAN. ELECTRICAL NOTES: 1 -SMOKE DETECTORS SHALLCc BE 110V. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2 -ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 -ELECT FOLLOW RICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS CALCULATIONS OR THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT. 4 -ELECTRICAL CONTRACTOR SHALL CONFORM TO LOCAL AND STATE CODES. T OUTLETS LOCATION MAY VARY DEPENDING ON CONSTRUCTION 5 -EXAC VARIABLES. 6 - WHERE A DRYER IS VENTED THROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST ARE FROM REENTERING THE CRAWL SPACE. 1-PER 2012 IRC R315.1 - AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OF THE BEDROOM OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. i 2010 Caton Washington SW Suite M704 sesaz Ph. (gggJ 204-g3R4 Email. email@lexarsom reserved. © 21116 CapYrigh[ by Lexar Hames LLC. All rights �y M �g ;o � N s 0 �8 8 -FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE 2015 IRC, INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS. 9 On PROVIDE A MINIMUM 22X30 ROUGH OPENING FOR ATTIC ACCESS WITH TIGHT FITTING, SELF CLOSING DOOR THAT IS BACKED WITH INSULATION. 10 -ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MINIMUM 20X24 OPENING NOT LESS THAN 5.1 SQUARE FEET. 11 -SEE THE ELECTRICAL SHEET FOR EXHAUST FAN, SMOKE DETECTOR, CARBON MONOXIDE DETECTOR AND ELECTRICAL FIXTURE LOCATIONS. 1 ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "On PER 2015 IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 PSF SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2 -ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2X HEM -FIR #2 MINIMUM TREATED WITH AN APPROVED PRESERVATIVE AND GALVANIZED HOT - DIPPED CONNECTORS (OR) STANDARD HEM -FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R319.1) OR BORATE TREATED HEM -FIR #2 MINIMUM. 1-SLIB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS On REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 1-JOISTS AND RAFTERS ARE TO BE OF 92 MINIMUM. RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MINIMUM OF TWO TRUSSES. 2 -TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR INSPECTION. ALL TRUSS BRACING REQUIREMENTS MUST BE INSTALLED PER TRUSS DRAWINGS. DO NOT FIELD MODIFY ANY TRUSS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT. IF A TRUSS IS DAMAGED, DO NOT INSTALL IT. CONTACT THE BUILDER IMMEDIATELY FOR A REPLACEMENT TRUSS. 3 -PROVIDE APPROPRIATE BLOCK -OUTS IN FOOTINGS OR WALLS FOR 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE 3 -FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" OR AN APPROVED PLUMBING AND ELECTRICAL STUB OUTS. DESIGNER AND BUILDING DEPARTMENT. EQUIVALENT. 4 -USE 3000 PSI CONCRETE WHERE REQUIRED BY THE 2015 IRC TABLE 402.2 MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5 -FOUNDATION VENTS ARE TO BE INSTALLED AT 1 SQUARE FOOT VENTILATION PER 150 SQUARE FEET OF CRAWL SPACE PER 2015 IRC SECTION R408.2. VEN AME TS ARE TO BE A MAXIMUM OF 36" FROM BUILDING CORNERS. **WA STATE NDMENTS ALLOW FOR 1 SQUARE FOOT PER 300 SQUARE FEET OF CRAWL SPACE.** 6 - 2X PRESSURE -TREATED MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HAN THE GERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH MUDSILL TO THE FOUNDATION WITH 1/2" X 10" ANCHOR BOLTS AND 1/4" X 3" X 3" WASHER @ 6' OC UNO. 1 - REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS UNLESS IT IS BELOW A LOAD BEARING POINT, OR AN INTERIOR SHEARWALL PER 2015 IRC SECTION R403.1.3. 8 -THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY, BUV THE CONNECTIONS RE FROM THE FOUNDATION TO THE MUDSILL IS ENGINEERED FOR STING LATERAL LOADS AS OUTLINED IN THE DESIGN CRITERIA ON THE COVER SHEET. 9 ST -THE FOUNDATION FOOTINGS SHALL BE A MINIMUM 12" WIDE BELOW ONE- ORY PORTIONS OF THE BUILDING AND 16" BELOW TWO-STORY PORTIONS OF THE BUILDING, WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT. SEE ENGINEERED FOUNDATION DETAILS. 10 -WHERE REQUIRED PER 2015 IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. 3 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES FIRE-BL INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. OCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 4 - LINO. NAIL ALL TOP PLATES TOGETHER WITH 1 OD NAILS @ 12" O.C. AND AT SPLICES WITH 10D NAILS @ 6" O.C. LAP SPLICES A MINIMUM OF 48" TYPICAL. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL WITH (2 10D NAILS EDGE EACH STUD BAY. NAIL ALL OSB SHEATHING WITH 8D NAILS @ 6" O.C. ON AND 12" O.C. IN THE FIELD UNO, EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 5 CABINET -, PLUMBING FIXTURE AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 6 -SEE ENGINEERING FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 7 -REVIEW APPROVED PLANS AND DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHE AND ANCHOR ATTACHMENTS. VENTILATION SYSTEM NOTES: EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS W/ 30 CFM CONTINUOUS. TOTAL OF CONTINUOUS CFM RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF CFM AIRFLOW. GENERAL STRUCTURAL NOTES: WIND AND SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FOR BY THE CRITERIA LISTED ABOVE. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FOUNDATION BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). THE PRESCRIPTIVE DESIGN AND CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2015 IRC. 4 -PROVIDE ATTIC VENTILATION PER 2015 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQUARE FEET. 50% OF THE REQUIRED VENTILATION AREA Way SHALL BE VENTILATIO A MINIMUM OF 3 FEET ABOVE EAVE VENTS. THE BALANCE OF REQUIRED Olympia, N SHALL BE PROVIDED AT THE EAVES. 5 On PROVIDE A MINIMUM ROUGH OPENING 22X30 ATTIC ACCESS PANEL WITH A TIGHT FITTING, SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER AND PLANS. 6 LINO. - SHEATH ROOF PER 2015 IBC CASE 1 (STAGGERED PANELS UNBLOCKED). FASTEN PANELS WITH 80 NAILS @ 6" OC @ EDGE AND 12" OC IN THE FIELD. DO NOT STAPLE! UNLESS APPROVED BY A LICENCE ENGINEER. Go it 7 LINO. - TOE -NAIL ALL GABLE END TRUSSES WITH (2) lOD NAILS @ 16" OC INTO TOP PLATES. 8 LINO. AND FASTEN - TOE -NAIL EACH END OF TRUSS AT BEARING WALLS WITH (2) lOD NAILS WITH TRUSS CLIPS PER PLAN. ELECTRICAL NOTES: 1 -SMOKE DETECTORS SHALLCc BE 110V. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2 -ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 -ELECT FOLLOW RICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS CALCULATIONS OR THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT. 4 -ELECTRICAL CONTRACTOR SHALL CONFORM TO LOCAL AND STATE CODES. T OUTLETS LOCATION MAY VARY DEPENDING ON CONSTRUCTION 5 -EXAC VARIABLES. 6 - WHERE A DRYER IS VENTED THROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST ARE FROM REENTERING THE CRAWL SPACE. 1-PER 2012 IRC R315.1 - AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OF THE BEDROOM OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. i 2010 Caton Washington SW Suite M704 sesaz Ph. (gggJ 204-g3R4 Email. email@lexarsom reserved. © 21116 CapYrigh[ by Lexar Hames LLC. All rights �y M �g ;o � N s 0 �8 `f PRIMPRIM DA- 2/11/2011 SHEET. GENERAL NOTES: PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED AND APPROVED BY ENGINEER OF RECORD. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. DESIGN LOADS: ROOF LOAD: SNOW 25 PSF, DEAD 17 PSF WIND SPEED: 11OMPH (ULT.) 85MPH (ASO), EXPOSURE "B" SEISMIC: DESIGN CATEGORY "D", SS=1.09, S1=0.43, SDS=0.77, IE=1.0, SITE CLASS "D", R=6.5 SOIL BEARING: 1,500 PSF U.N.O. MIN BEARING DEPTH FROST DEPTH: SHALL BE 12"U.N.O. FOUNDATIONS: FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW - STRENGTH MATERIAL (CLSM) PER 2015 IBC 1809.2. SiSlJ]SallLI.L• ALL CONCRETE MATERIALS AND PLACEMENT SHALL BE PER THE 2015 IBC SECTION 1901. MINIMUM DESIGN STRENGTH (FTC) SHALL BE 2,500 PSI, HOWEVER 3,000 PSI CONCRETE IS REQUIRED FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER PER 2015 IBC. AIR ENTRAINMENT SHALL BE 5%+/ml% AGGREGATE SIZE = 7/8" MAXIMUM. REINFORCING STEEL: MINIMUM GRADE 40 UNO. LAP ALL SPLICES A MINIMUM OF 32 BAR DIAMETERS OR 18. LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS WITH CORNER BARS. MINIMUM CONCRETE COVER FOR REINFORCING STEEL PER ACI 318: • INTERIOR FACES OF SLABS &/OR WALLS=1-1/2" • EXPOSED TO WEATHER OR EARTH 1-1/2" FOR #5 AND SMALLER AND2" FOR #6 AND LARGER. • FOOTING BARS REQUIRE 3" COVER. GENERAL NOTES: (THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON THE PLANS.) EDGE NAILING TO TOP PLATE AND BOUNDARY ANCHOR BOLTS: ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE BE A301 UNO. POST -INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/2"X8" ANCHORS. INSTALL IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP EPDXY. PRESERVATIVE TREATED WOOD: 2015 IBC 2304.12, WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTED IN THE CODE. METAL CONNECTORS: ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. NAD� CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE 2304.10.1 OF THE 2015 IBC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES TO BE DESIGNED FABRICATED AND INSTALLED PER MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. PRE -FABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS AND IN -PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER, GLUED LAMINATED BEAMS (GLB): N uGLUED LAMINATED WOOD BEAMS SHALL BEGRADE DF24F-V4, FB=2,400 PSI, FV= 240 PSI EN�I IFERED LUMBER (LVLmPSLI: LVL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=1.7E, FB=2,65OPSI PSL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=2.OE, FB=3,10OPSI EDGE NAILING ABOVE —DOUBLE TOP PLATE MEMBERS USE HOLDOWNS, TYP HEADER PER PLAN FIELD NAILING HOLDOWN PER PLAN TO — (2) 2X CONT. BETWEEN PLATES MIN BOTTOM PLATE 1 NAILING PER SW CRIPPLE SCHEDULE FLOOR _ r SHEATHING EDGE NAILING RIM JOIST - PT SILL PLATE —-CONT. 94 CONCRETE STEM y O WALL OR FOOTING PER PLAN 1/8" GAP RECOMMENDED AT ALL END AND EDI SCALE: NO SCALE SCALE: NO SCALE STRENGTH AXIS — — PANEL CLIPS AS REQ' D — — -STAGGER END JOINTS APA RATED SHEATHING W/ 8D @ 6"OC @EDGES AND 12"OC IN FIELD, TYP LINO ENGINEER LUKE MOERKE, P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALISI WA 98532 aunAl[. Zan Ug 1�RR AS REQ' D, A SIMPSON ST6215 MAYBE USED IN LIEU OF THE REQUIRED LAP - AND NAILING SHOWN 131" X 3" EA�i SIDE, TYP i EA SIDE OF SPLICE, SPLICE OVER/ STUD STUDS PER PLAN 2/17/2017 SHIM AS REQUIRED.RATTACHRWITH W31 I I I _PLATE US STRAPS OWN ABOVE X 3" AT 12"OC STAGGERED, TYP FOR PLATE SPLICE. PLATE SPLICE AT BEAM SCALE: NO SCALETw ST6215 UNO,CENTER AT BEAM/PLATE - SPLICE, STRAP FROM TOP OF �A INTERFERENCE WITH INTERSECTING WALL. HOEDOWN SHEARWALL BEAM PER PLAN CONT, DOUBLE TOP PLATE MIN (2) 2X CRIPPLE _ MIN (4) .131" X 3" STUDS OR PER PLAN X DETAIL CUT / S-X ® TYPICAL BEAM TO PLATE SPLICE REFERENCE SCALE: NO SCALE SHEAR WALL SCHEDULE APA RATED SHEATHING NAIL SIZE & SPACING @ EDGES STUD & BLOCKING SIZE @ ADJOINING EDGES STUD SPECIES GRADE & 2X BOTTOM PLATE ATTACHMENT (ASSUMING CONT. SHEATHING OVER RIM/PLATE 2X BOTTOM PLATE ATTACHMENT (W/ SHEATHING SPLICE) SILL PLATE ATTACHMENT CAPACITY (PLF) SEISMIC / WIND MASAP OR 1/2" ANCHOR BOLT SPACING SILL PLATE SIZE FOUNDATION @ gE 2X 165 A 7/16" OSB ONE SIDE A13" X 2" 6" O.C. 2X OF -STUD A31 "13" 8" O.C. LTP5 if 24O.C. 72" O.C. Al 1/16" OSB ONE SIDE 113" X 2" 6" O.C. 2X OF -STUD 131"X3" B" O.C. LTP5 24" O.C. 48" O.C. 2X 200 / 250 B 1/16" OSB ONE SIDE .113" X 2" 4" O.C. 2X DF-STUD 131 "X3" 8" O.C. LTP5 16" O.C. 32" O.C. 2X 300 / 400 C 1/16" OSB ONE SIDE .113" X 2" 3" O.C. 2X OF -STUD .1 31 "X3" 8" O.C. LTP5 12" O.C. 24" O.C. 2X 390 / 490 D 1/16" OSB ONE SIDE 113" X 2" 2" O.C. 3X Df-STUD .131"X3" 8" O.C. LTP5 8" O.C. 16" O.C. 3X 510 / 715 SHEAR WALL NOTES FIELD NAILING SHALL BE 12" O.C. TYPICALLY, BLOCKING IS REQUIRED AT ALL PANEL EDGES, INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY WHERE STUDS ARE SPACED 16" O.C. MAX. STAGGER SHEATHING WHERE WALLS. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, AND PLATES ARE STITCH NAILED TOGETHER WITH .131 "X3" @ 4" O.C. STAGGERED, WHEN USING ANCHOR BOLTS, SHALL BE USED, SEE PLANS FOR ADDITIONAL ATTACHMENTS REQUIRED, APPLIED ON BOTH SIDES OF 3"X3"X.229" PLATE WASHERS i 2010 Caton Way SW Suite N104 Olympia, Washington 9&502 Ph. (966j 209-g354 Email. email@leaarcom ® 2016 Copyright by Leaar Homes LLC. Nl right reserved. Fc 2/11/2011 SHEEE. S-001 u 0 Ve7 1 4 1/2" F L -- ---� 6 II 14'-6" 2' 14' 2' 14' 2' 14' 2' 14' 2' C � oo I m'S 0_ 50 M o a 25 —III —T� C------ A 50T 6-111/2" 2' 6'-111/2" 6 2'-1" -1 1/4" 61-6" 3'-9 1/2" I s�'S� C 8 8 I — 70 A-502 LLL CID Nt o II r Foundation Plan - Lexar 1/8in=1ft PLAN NOTES 3180 SEE DETAIL 1,273 ON A501 A. STRAPS AT CORNERS AN/OR END WALLS SHALL HAVE 1"CONCRETE EDGE DISTANCE, TYP. U.N.O ,SEE ALSO 5/A-501 FOR ADDITIONAL HOLOOWN DETAILS C. SEE SW SCHEDULE ON 5-001 FOR AB SPACING. TYP. D. LAYOUT AND INSTALL I -JOISTS PER MANUFACTURERS SPECIFICATIONS AND LAYOUT E. 6MM BLACK VISQUEEN VAPOR BARRIER IN CRAWL SPACE F.16x8 FOUNDATION VENTS AS REQUIRED TYR U.N.O. PLACED BETWEEN JOISTS G. USE RJ STRAPS FOR RIM JOIST FOUNDATION H. GARAGE SLAB HEIGHT TBD AT JOB SITE, MUST ALLOW FOR FROST DEPTH REQUIREMENTS, 1.4" CONCRETE SLAB ON COMPACTED GRAVEL FILL, SLOPE 2" TOWARDS OPENING LEGEND 0 = CONCRETE STEM WALL a = 3-1 /2" PONY WALL PLUMB DROPS WALLS ABOVE � 12'-3" T-1" 2'-3 37'-11 112" Garage Slab Height TBD at Job Site. Must allow for Frost Depth Requirements. 4"Concrete Slab on Compacted Gravel Fill. Slope 2" towards opening. Q 1s' 21'-11" 91'-11" SYSTEM � RIM BOARD FLOOR USE RJ STRAPS ■ FOOTNOTES 1.24" DIA. x 12" FTG. W/ (1) J14 E.W. 2.6"x12" FOOTINGS AT STEM WALL TYP. 3.6" x 22"-24" STEM WALL TYP. UNO. 4. DRYER TO BE VENTED THROUGH NEAREST FDN VENT 5. ADDITIONAL JOIST FOR WALL ABOVE RIM JOIST 1.18"x24" CRAWL ACCESS PLACED BETWEEN JOISTS 8.30"X30"X12" CONIC. FOOTING W/ (4) 84 E.W. PROVIDE SOLID BLK'G AT JOIST DEPTH WHERE P.L. FROM ABOVE. TYR 9. CONTINUOUS FOOTING @ BUCKOUT VENTING CALCS VENTING REQUIRE0:10.00 SQ. FT. VENTING PROVIDED:11.44 SQ. FT. NUMBER OF VENTS:22 16' v v N ��� 00/P ''III' 'lllil 'lllllt �AAVAC ���� 1 CC a N W CC C zoto cater war sw Suite M109 Olympia, Washington 9A502 Ph. lAgg)204-8384 Email. email@lezarsam © 2016 Copyright by Lezar Homas LLC. WI rights reaefYa9. F a i PAINT DATE. 2/11/2011 SHEET. S-101 BEDROOM 92 9 CEUNG 46'-r - 10' 5'-31/2" _ _ 26'3' 644-111/2" 16'-91/2' —_ 2'-6' 3'4 T Q 6 68 W 1� � � Toh-Shower ih 2468 DINING ROOM BATH 9CHUNG 9'CHUNG i —N V v 3068 BED12WJC T CHILNG 3068 N a 3068 W SBRC?E: v PLAN NOTES r OFFICE 9'CHHNG J-'3068 'YJ 4 2' SKYLIGHT 4 5 c Im ly /2" ITV m I A W171 A 12'-0112' 2'-31/2' 30-8" 5'-3117 3'-6" 31-W 34-6" A 05 WO6 W07 W08 o REAR PORCH COVER Ey HATS17MCOUNG e W11 41 r` -- N W12 W13 3068 7TKITCHEN o m d 9 CHUNG v' 1 N BUTIfA'SPANTRY MASEH BEDROOM BATH i2 s cEmuc — \\ m 9•CRUNG 9'CHUNG 2 sjB O 1306i- N 3,_3„ 3'-91/2" L. - 5-3" 'I— -.. 8'-4" m. : 5 4,_2�� HALL6'-11/2' o is\ v 4 9' CHUNG 3068 3068 SHELVES ypass per" g'-q" ® Washer Dryer 50 Eb? - LIVING ROOMFlo, MASTER BATH 9'CEWNG UTILITY 9'CHUNG CHUNG q -6' SKYLIGHT (T L` 2`x 6' SKYLIGHT 3068 Z 0 3068 W1s © S, C P�O W15 OHO Z �t9 1.1 ao PORCH COVER II nATMF CHUNG 81-1_ JIl 8' — 8' 3'-7 3/4" 16' MAIN FLOOR PLAN - LEXAR 3180 1/8IN=1FT A. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER 9-1/2" I -JOISTS AT 19.2" O.C, U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH B. TYPICAL ROOF FRAMING CONSISTS OF 7/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) U.N.D. OVER PRE -MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. C. NAIL ROOF SHEATHING w/ 8d AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS,12" O.C. IN FIELD U.N.O D. "SW" INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. E. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 6'-0" IN LENGTH AND OVER U.N.O. F. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O LEGEND DINING 9' CHUNG W14 H8 — FOOTNOTES 92' 3 I] 0 = 6" EXTERIOR WALL 1, ALL HEADERS TO BE 3-1/2" x 1-1/2" GLB TYP. U.N.O. O = 6" INTERIOR WALL 1.1, 5-1/2"x 1-1/2" GLB 1.2.5-1/2" x 12" GLB a = 4" INTERIOR WALL 1.3.3-1.2" x 9" GLB 2.30"x24" ATTIC ACCESS HALF WALL 3.18"x24" CRAWL ACCESS 4, SMOKE DETECTOR 1ST FLOOR AREA = 2,923 SO, FT, 5, CO2 DETECTOR 2 CAR GARAGE = 762 SO, FT. 6. 36" MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) PORCH COVER = 146 SQ, FT. 1. P.T. 6x6 POST - ATTACH POST AND BEAMS PER DETAIL 1/A502 REAR PORCH COVER = 88 SQ. FT. 8. SELF -CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR 12Qo WH 2 13'-11" 3'-9' 7'-81/2' cry a 3 Ct: GHW 11' — 16070 OHD Metal (NonInsulate) 11' 22' BB \301 FOOTNOTES 9.MIN. (2) 2X6 B.U. STUDS @ GIRDER BR' G 10.ALIGN ADDITIONAL STUD W/ GIRDER 11.ALIGN ADDITIONAL STUD UNDER HIP MASTER, 12.WHOLE HOUSE WATER RE -CIRCULATION PUMP 13.1ILE GAS FIREPLACE WITH 24" BASE CABINET TO THE RIGHT, FIREPLACE TO BE INSTALLED PER MANUFACTURERS SPECS. 112" W09 I SUFTING AREA 9' CBLINC 6-10 1 /2" N ro _ MASTER W.I.C. 91 CHUNG m 71 4" FOE — 1.2 a 070 OHD Metal Nan -Insulated B 8' 16' SEE WINDOW & DOOR SCHEDULE ON SHEET G-000 0 'I W04 N E co N N EO diI'd) IIIIII 'n'dll ' I — � Q N LOU G O S 2010 Caton Way SW Suite #104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@leaarcom © 2016 Copyright by Lexar Homes I.I.C. WI rights reserved. �o f� s it PRIM GATE. 2117/2011 SHEET. AA01 Roof Framing Plan - Lexar 3180 1/8in=1ft PLAN NOTES A. MIN. ROOF VENTING RED IIRF� MFNTS RIDGE VENTING (50 SOFFlT VENTING (50%) RIDGE VENTING (60 SOFFIT VENTING (40°! ) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/SO FOR TYR ROOF SHEATHING DETAILS, 2'x6' SKYLIGHT LEGEND 0 = OVERFRAMING AREA = DOWNSPOUT SYMBOL = FIRST FLOOR ROOF PLANE = SECONO FLOOR ROOF PLANE U / FOOTNOTES ROOF AREA _ PROJECTED SURFACE OVERHANG 4630 Q 11 SQ. FT. 411 SQ. FT. TOTAL THIS IS THE AREA OF THE ROOF PLANE POLYLINEI INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW, IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PFFCH IS 0. tY�NfAC.EANFA- THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIA AND SHADOW BOARDS WITH THE PITCH TAKEN INTO OVERNAN6ANFI - ACCOUNT. ROOF SHEATHING SIZE REQUIREMENTS It 1. EXHAUST FAN LOCATION - TO BE VENTED TOWARDS BACK OFHOME- DETERMINED INFIELD -SEE 1.1 THROUGH 1.3 FOR CUT OUT SIZE. � UP TO 40 LBS 1.1. CUT OUT FOR VENTING: KfTCHEN = 6"DIA. HOLE FOR HOOD VENT 1/16" OSB 1.2. CUT OUT FOR VENTING: BATHROOMS = 4"DIA. HOLE 1.3. CUT OUT FOR VENTING: UTILITY ROOM = 6" DIA. HOLE ❑ UP T010 IRS 2. CONTINUOUS RIDGE VENTING PER MFR' S SPECS - CUT SHEATHING 1" AT RIDE ON EA, SIDE. SEE PLAN NOTE A&B FOR VENTING REQUIREMENTS. 15/32" OSB 3.24"x30" ATTIC ACCESS BETWEEN TRUSSES 4. CALLOUT NOT USED ❑ UP TO 130 IRS 5. ATTACH GIRDER TO TOP PLATE W/ LGT2 5/8" OSB 6. ATTACH TRUSS TO TOP PLATE W/ A35' S @ 24" O.C. 1. PROVIDE TRUSS BLK' G OVER WALL AND ATFACH PER DETAIL 8/S4 8. ATTACH BOTTOM CHORD TO TOP PLATE W/A35' S @ 24" O.C. 9. PROVIDE EDGE NAILING TO ENTIRE LENGTH OF TRUSS TOP CHORD 10. ATTACH GIRDER TO TOP PLATE W/LGT OR HGA ANO 2' SKYLIGHTS ARE TO BE PLACED BETWEEN ROOF TRUSSES PER TRUSS LAYOUT THIS IS THE AREA OF THE ROOF PLANE' S OVERHANG, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW, \ 2/17/2017 i Olympia, 2010 Catan Way SW Suite N704 Wazhingtw 98502 pn.leegl2aa-eatw Email. email@lexarcom © 2016 Copyright by Lezar Homes LLC. All rights faSefYBA. s rRIHr DATE. 2/11/2011 SHEET. A-106 M Front Elevation - Lexar 3180 1/8in=1ft Rear Elevation - Lexar 3180 1/8in=1ft C� FOOTNOTES TALL STEM WALL W/ 6"x12" FOOTING 2. HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B"MINIMUM REQUIRED w/ 1/16"ROOF SHEATHING 4. CONTINUOUS RIDGE VENTING 5. BOTTOM OF FOOTINGS TO BE PLACED 1' -0" MIN. BELOW PERCEPTIBLE SOIL 6. STONE SIDING - HOLD 1"ABOVE CONCRETE/GRADE LINE SKYLIGHT 8.2' SKYLIGHT CENTERED BETWEEN TRUSSES 12 6 12 in Q 6 11 111 111111 1 1 1 � 11 = = �I��11�1 �'III�� IIII111 111111 111111 111111 111111 1111111 IIIIII IIi11 "" '�"�' 111 IIIII� I-1 a W O u 2010 Caton Way SW Suite g104 ONmpia, Washington 96502 Ph. 16681209-6364 Email. email@lexarcam © 2016 Copyright by Lexar Homes LLC. All rights reserved. 2 � PHIHE DATE 2/17/2017 SHEET. A-201 e cF� G i l�J t s� Right Elevation - Lexar 3180 1/8in=1ft APPAOxIMATE HEIGHT 4 1 G 12 6 ao Left Elevation - Lexar 3180 1/8in=1ft FOOTNOTES TALL STEM WALL W/ 6"x12" FOOTING 2. HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B"MINIMUM REQUIRED w/ 1/16" ROOF SHEATHING 4. CONTINUOUS RIDGE VENTING 5. BOTTOM OF FOOTINGS TO BE PLACED 1' -0" MIN. BELOW PERCEPTIBLE SOIL 6. STONE SIDING 1.6' SKYLIGHT CENTERED BETWEEN TRUSSES ILE I - � N W 2 O 2 2010 Caton Way SW Suim A704 Olympia, Washington 98502 Ph. jggB)204-8384 Email. email@IexarLom © 2016 CapYright by Lexar Homes LLC. All rights reserved. rs7 M o � � O N g N NOVA H 3 W 0 — W o � s PRIME GATE 2/11/2011 SHAE '— IfLo�.� ,L eouonnuea unr-ur Cross Section AA -Lexar 3180 1 /8 In =1 ft t Z APPROXIMATE HEIGHT N -� rorGEwau __ �I CROSS SECTION 1/8in=1ft BB -Lexar 3180 FOOTNOTES TALL STEM WALL W/ 6"xl2" FOOTING 2.9-1/2"I-JOISTS PER MANUFACTURER SPEC'S/LAYOUT 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B"MINIMUM REQUIRED w/ tSPEC'S/LAYOUT C a� 2010 Caton Way SW Suite N704 Olympia, Washington 98602 Ph. I6NR)204�8384 Email. email@lexmaom © 2016 Copyright by Lexar Homes LLC. All rights reserved. �s s� PRIHr DATE. am�2on SHEET. A-301 Rim Joist Floor System 7/16" OSB Sheathing 2x6 Studs @ 16" O.0 R21 Insulation - Edge Nailing Per SW Schedule If Sheathing spliced, see SW Schedule for appropriate connections 2x PT Sill w/ Anchor Bolts per SW Schedule (1) #4 Rebar w/ 24" Lap Splices 6" x 22-24" (48" Max) Tall - Concrete Stem Wall 6" x 12" Concrete Footing - 6 mil Black Polyurethane w/ 12" Lap at Scale: No Scale 1/2" GWB Drywall -1131 x 3" at 8"oc Per SW Schedule r---3/4" T&G SubFloor Glued & Nailed 9-1/2" 1 Joist @ 19.2" O.C. - —R-30 Batt Insulation - 2x7 Sill Plate (112" Overhang) #4 Vert Rebar w/ 90° Hook @ - - 48" oc. Alternate Hooks (No Vert Rebar Required if Mono -Pour) (1) #4 Rebar w/ 24" Lap Splices 2 FDN - Garage (Attached) 3 Scale: No Scale , 7/16" OSB Sheathing - --low 2x6 Studs @ 16" O.C. - - R21 Insulation - - -� 2x Bottom Plate - - Edge Nailing Per SW Schedule 2x PT Sill w/ Anchor Bolts per SW Schedule r (2) #4 Rebar wl - - 24" Lap Splices 6" x 22.24" (48" Max) Tall - Concrete Stem Wall 6" x 12" Concrete -Footing Foundation is done orescriptively per 2015 IRC Section R401. U N 0 Foundation is done gel Install HDU2 to min (2) 2x posts FDN - Holdown Connections 6 Scale: No Scale HDU2 may be used in lieu of the LSTHD8 / STHD10. Epoxy threaded rod min 8" with Simpson Set-XP for Retro- Fit installations. Use 1-3/4" edge distance minimum. 2x7 Sill Plate ** Use "RJ" version (1/2" Overhang) where Rim Joists are present ** Simpson *Door Openings are Strong -Tie STHD Comer Cont. Installation with Horizontal (2) 2x Studs Rebar all 06cet '.10 Min Rebar R Length - 30" Min 3-1/2" from Edge of FDN 'NomDU2 Use SSTB16CIP NZLHD114 STHD10& Anchor with HDU2 LSTHD8 Similar � Roof -Truss to Top Plate Ice Barrier - Extend Scale: No Scale 24" over Living Space 7/16" APA Rated Sheathing w/ 8d @ 15-318"— 16" edge and 12" Feld nailing Typ. Verify Thickness with Contractor. I Cardboard Baffle leaving _ - 1 "Air Gap for Ventilation I _ - 1231811 8d Edge Nailing - -1 Vented Soffit-- Edge nail to 2x, attach / to framing with (2) 16d - - J @ 24" oc min. H2.5A to Top Plate Typ Each - - Truss. Opt: SDWC15600 or TimberLOK Screw Pre Manufactured Trusses @ 24" O.C. See Framing Plan and MFG Drawings --2x6 Studs @ 16" O,C, UNO allowed within the 20'-0" distance between vertical rebar for Ufer Ground. FDN - Garage/House - - - — 1/2" Type X GWB 7/16" OSB Sheathing - - _ 16d Nailing at 8110c 2x6 Studs @ 16" O.C.- - - Per SW Schedule R21 Insulation- - - - - - 1 x Filler on top of Sill Plate 4" Concrete Slab 2x Bottom Plate-- - - Field Locate Top of Slab 4" Concrete Slab Field Locate Top of Slab 2x PT Sill w/ Anchor - f #4 Vert Rebar w/ 900 Hook @ 48" Bolts per SW Schedule oc. Alternate Hooks (No Vert (1) #4 Rebar w/ 24" Lap Splices - Rebar Required if Mono -Pour) 6" x 22-24" (48" Max) Tall - - Concrete Stem Wall r 6" x 12" Concrete Footing - �11 - - (1) #4 Rebar w/ 24" Lap Splices tively per 2015 IRC Section R401. UNO Foundation is done Misc- Ufer Ground 7 Scale: No Scale Ufer Ground is to be located on same Wall as Electrical Meter and Panel _ #4 Rebar to extend 12" past top of bottom plate. 20 \ \ \/nimum* Tie #4 rebar to rebar on inside of footing - - - - 10 Roof - Gable End Outlookers 48"oc Max Composition Shingles L w/ 15# Building Paper 8d Edge Nail - - Sheath Gable End with 7/16" Sheathing 6"oc - Nailing at edges, TYP Gable End Truss-- - 8d Edge Nailing per — SW Schedule Double 2x Top Plate- - J Siding Per Plan - - - Water -Resistive House Wrap- 7/16" Wall Sheathing - See Engineering for Nailing Pattern Scale: No 16d @ Scale Pre-Manu�facrfured Trusses @ 24" 4 O.C. Strongback Gablewebs w/ 2x4 @ 24" oc where greater than 72" in height, TYP. Simpson A35 Clips @ 24"oc or 10d Toe -Nailing @ 6"oc L R-49 Blow -In Insulation L - — 5/8" GWB on Ceiling or 1/2" Ceiling Board - - - -2x6 Studs @ 16" - - - O.C. 1/2" GWB on Walls Scale: No Scale 4 FDN - Interior Strip Footing Scale: No Scale (2) 2x4 Studs on Edge - 3/4" T&G SubFloor under Top Plate UNO Glued & Nailed - - - -1/2" GWB Drywall _ 3l4" T&G SubFloor Single Top Plate - r- Glued &Nailed 9-1/2" I Joist @ 19.2" O.C. t—R-30 Batt Insulation #4 Vert Rebar w/ 90° Hook @ 48" oc. Alternate Hooks (No Vert Rebar Required if Mono -Pour) — (1) #4 Rebar w/ 24" Lap Splices riptively per 2015 IRC Section R401. UNO Frame- Deck Ledger Vapor Barder and Siding Per Builder Flashing- - - Decking PT Joists Per Plan -� L LUS28Z w/ #10x2-1/2" — J SOS Screws, TYP Attach Ledger to Rim w/ (2) % 1/4"x4-1/2" SDS or3-5/8" Ledger Lok @ 16"oc 8d Edge Nailing Lam\ Manufactured Truss Attach 2x6 Flat to Each Truss w/ (2) 16d @ valleys Scale: No Scale - - - --R-21 Insulation 148 x 3-1/2" @ 16"oc, LINO r-9-1/2" 1 Joist @ 19.2" _ PT Sill wl Anchors Per SW Schedule a DTT2Z to Floor Joists/Blocking and Deck Joists Attached w/ 1/2" Threaded a Rod. Min (2) - One on Each Side of Deck Edge or 20 Ft Max Spacing. <° �6" x 12" Concrete Footing Roof - Overframing - - 8d Edge Nailing @ 6"oc entire length of truss Scale: No Scale Cont. Sheathing - under overframing A35's @ 48 oc 8d Edge Nailing @ 6110C C entire length of truss Flat 2x Blocking w/ 8d Edge Nailing \ Manufactured Truss - Hanger per Truss MFG Align Studs with Joists @ 19.2" O.C. Joist Blocking (As Required) - Single Top Plate - - - (2) 2x4 Studs on Edge 2x6 PT Bottom Plate �-- J Bolts @ 72"oc x 12" Concrete Footing - 9-1/2" 1 Joist under Top Plate UNO — - - 2x6 PT Bottom Plate 2x4 Studs @ 19.2" O.C. - - 6" x 12" Concrete- - - - Alternate Option - Use Footing double top plate with studs at 16" O C J' t t I' ned 0 • . ols s no a Ig Roof - Cantilevered Porch Cover / Scale: No APA Rated Sheathing w/ 8d @ 13%(le 7116" Roof Sheathing - See and 12" field nailing Typ. Verify Engineering for Nailing Pattern Thickness with Contractor. L� Porch Cover Depth Per Plan + Standard Overhang I @2\ Edge Nailing into (Nes - Fascia . Truss Blocking, TYP 1 ma�Jfa�u<ei1 p`e r -2x SubFascia R49 Blow -In Insulation nI n n Vented Soffit I I Ono n I I I I I I A35's from truss blocking to top plate @ J 24 oc (where truss blocking is required) H2.5A to Top Plate Typ Each 1- Truss. Opt: SDWC15600 or - -low- TlmberLOK Screw 7/16" OSB - See Eng - for Nailing Pattern - Double 2x Top Plate Engineering Stamp 0 W1m1/6Xm 2/17/2017 4 N W n C S 2010 Caton Way SW Suite #104 Olympia, Washington 88502 Ph. [888) 204-8384 Email. smai0exar.cm 0 2016 Copyright by Lexar Homes I.I.C. All rights reserved. 3 z e 0 . �tl d cm y o=a s� it PRINT OA— 2/17/2017 SHEET. k501 .� Frame- Post and Beam Connections 2 Stepped Foundation Wall Scale: No Scale _ STUDS PER PLAN @ Scale: No Scale 16" O.C. U.N.O. ACE44/ACE46 ABU44/ABU46/ MST37ATTACHED /ACE66 � ABU66IIABU88 f— — — — — — —Beam (Size specified on Plans) � —TO B.U. STUDS ANCHOR SPACING PER Post (Size SW SCHED., MAX 48" O.C. SHEATHE AND — specified _ HUCQ48l HUCQ410 / HUCQ412 —NAIL PER WALL on Plans) HUCQ68 / HUCQ610 / HUCQ612 ABOVE U.N.O. o " a CS16 EA, SIDE OF PLATE _ _ (LS) STHD HOLD o a ° i " HUCQ48 use with 4x8 Beam SPLICE, 48" LONG DOWN PER PLAN ° HUCQ410 use with 4x10 Beam CONT. #4 BAR WITHIN ° I v or 31/8 x 9 GLB 12" OF TOP OF WALL — — — — ANCHORS PER SW HUCQ412 use with 4x12 Beam—SCHED., MIN (2) \ or 31/8 x 101/2 GLB 18" MIN, SPLICE TYP. — — n PER PIECE or 31/8 x 12 GLB Beam (Size specified on Plans) Post (Size specified on Plans) Post Footing (Size Beam (Size HUCQ68 use with 6x8 Beam specified on Plans) specified on HUCQ610 use with 6xl0 Beam _ RTATILL Plans) or 51/8 x 9 GLB a ACE44 for use with 44 Post ABU44 for use with 44 Post HUCQ612 use with 6x12 Beam ACE46 for use with 4x6 Post ABU46 for use with 4x6 Post or 51/8 x 10112 GLB ACE66 for use with 6x6 Post ABU66 for use with 6x6 Post or 51/8 x 12 GLB FIRM UNDISTURBED SOIL OR _ �� ABU88 for use with 8x8 Post *Contact General Contractor if size not listed* STRUCTURAL FILL Post to Beam Connection ABA Post Base Connection HUC Connection to House 3 Misc - Water Heater Strapping 4 Frame - Corner Framing 5 FDN- Anchor Bolt Spacing 6 Roof - Mono Truss to Gable Scale: No Scale Scale: No Scale Scale: No Scale Scale: No Scale _1/2"GWBPer 2012 IRCChapter7 c� 2x Nailer for Sheathing I 8d @ 6"oc at — / o Plate Washer must Edges \ a o O o Water Heater d N 1/3 = be within 1/2" of U — / Sheathed Edge APA Rated a —Strap Per Plan 7/16" Sheathing 2 1/2" Max — — — — —� 9 Nailing Per Shearwall Of 2x7 PT Sill w/ Anchors Attach 2x6 1/3 —Schedule on Edge Nailing Per _ per SW Schedule. Blocking to a Engineering Sheets SW Schedule Flush wlStem Wall. h inside of Truss webs —7/16"Sheathing — 2xNailerforSheathing withP6d, 1/3 m ® Strap Per Plan — 1/2" Overhang 4" Bollard to Protect — Appliances from — Impact I Nailing Per Sheanvall Schedule " on Engineering Sheets Platform Must be anchored to wall — — _Flexable Connection if Inside Corner Outside Corner Hangers per Truss MFR — requiredCc -Not Used- -Not Used- -Not Used- Engineering Stamp Scale: No Scale Scale: No Scale Scale: No Scale A#0 WAS1114, f Q' v9 0 y Z �p 421 3 9fG/ST NAL 2/17/2017 2010 Caton Way SW Suite 8104 Olympia, Washington 98502 Ph. 18881204-8384 Email. email@leaarcom ® 2016 Copyright by Lease Homes LLC. NI rights reserved. M 0 N � N a rs r� PRINT GATE 2/11/2011 SHEET. A502 Electrical Plan - Lexar 3180 1/8in=1IL PLAN NOTES A. ALL KITCHEN OUTLETS TO BE ON GFI CIRCUITS B. OUTLETS PLACED PER 2012 CODE BY LICENSED ELECTRICIAN LEGEND SEE ELECTRICAL SCHEDULE FOOTNOTES ELECTRICAL War WMIU LE (� 220V ART LIGHT BARE BULB BLOWN GLASS PENDANT CO CO DETECTOR CAN LIGHT DUCTLESS MINI -SPLIT DUPLEX • wP DU PLEX(WEATHERPROOF) Homes 2010 Caton Way SW Suite R704 Olympia, Washington 96502 Ph. I686J 2R4-6384 Email. email@laxarcom © 2016 Copyright by LLC. Nl righ6 reserved. PRINT RAZE 2/11/2011 SHEET. E-101 N 897519_W g DLIS77NG 1/2 RESAR N 27V9'18' w a43' N 8975'1 40.00' 7d99' 74 LOT 10 Lot D AM4IW 7486.1 SF I LC 21.7W OT 8 ;L99" W I 71 4 LOT Z994 Q) al � _ B! �6th Street - _ 379.94 (CALC) 380.00'(PLA7) G I I I I I I I I I -I" 1P56332 1 1P56333 I 1P56334 I IP5633211 1P56335 1 I LOT IJ I LOT 74 I LOT 75 I LOT I8 I LOT 17 I !AT IB I LOT 19 I I I I I BOUNDARY LINE ADJUSTMENT BEEtaBE.BLd LO75 I THROUGH is INCLUSIVE. BLOCK 2 A 7fAP OF THE CJTY OF ANACOR7ES SKAGIT COUNTY, WAMANG7LW,' AS PER PLAT RECORDED /N 14XUME 2 OF PL173; PAGE 4, RECORDS OF SKAGT COUNTY. SITUATED /N 7HE COUNTY OF SKAGIT, STA7E OF WASVLVG70N AF7Dt RLA LOT A: LOT 1, LOT 2 AND 7HE EAST HALF OF LOT a INCLUSIVE; BLOCK 23.$ IMAP OF 7NE CITY OF ANACOR7 f SKAGIT COUNTY, WASMNG70N,a AS PER PLAT RECCIA0P IN)?v VTJLUME 2 OF PLATS PAGE 4 RECORDS OF SKA6WT-, C0bWTy%. LOT B; 7HE NEST HALF OF LOT J. LOT 4<;v�1VD',I& A /NCLU.%W. BLOCK 233, SUP OF THE q. O .-kANACQRZES'=I,. SKAG/T COUNTY, WASHlNGTON,' AS FIM P4gT R60aw IN VOLUME 2 OF PLA75 PAGE 4 RECORft, Or`�KAp,�"6OUtiiT1: LOT G LOT a LOT 7 A_A0.jTlWElWT IcALF &Fr dDi a 1NCLU91� BLOCK ZJ491b 01P,ar 7h&cC/TeQF A�lti1CORTES, SKAGT COUNTY, WA�6NDTON ";,PEl7�LATiR£ED !N FLUME 2 OF FLAI,$ P43`SE 4 RECORDS Cr: 500T ftNTY. LOT D; 7>!{E NESkHAFF OF LOT A LOT 9`MD LOF la INCLUS/y 1=��`WV OF 7HE FtY A7F ANACOR7ES SKAGT t1'nT1 Af WA IN m AS PO PYr;+1T RECORDED IN VOLLIME 211 F AA1IS'AAGF 4:AWrQIEDS Or SKAGT COUNTY. I I I _I_ _I- _I S 89*25017` £ 3BQ00' (CALCj(PLAI) S 892597' E � 7th 299 99' RS CERTIFY THAT THE BOUNDARY D DEED, IN WITNESS WHEREOF WE SWORN TO BEFORE NE THIS�� FlRST AMERICAN TITLE INSURANCE COMPANY SUBDINSION WARANTEE NO.: 5003353-0001534a ORDER No- 1111os ACCEPTANCE THIS BOUNDARY LINE �rSTMENT IS HEREBY EXAMINED AND APPROVED FOR ACCEPTA1ICFyhFiE . L �.DAY OF . .'1u-C.( zd1� SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESEN75 A SURVEY MADE BY ME OR UNDER MY D/REC7IOW !N CONFORMA77ON M11H THE REOU/RENEN75 OF THE SURVEY RECCRD/NG ACT AT JHE REOUEST OF:• 71M07HY TONIASKO /% IN APAYL 2016 CERTFICA7F NO. 28023 _ S 8925i8' E _ gl I P56257 N ❑ BLDG J 1 NI❑BLOG �-- AR CAST /N 7J POST F0077MG _ W SURVEY INSTRUMENTATION S-6 717A/BLE SERIAL 927f0977, STD DEV 3; EDM f (3MM +ZPPM). SURI/EYING PROCEDURE FlELD TRAVERSE UNEER AND ANGULAR MEASUREMENTS MEET OR IXCEED STANDARDS SET IN WAC 332-130-090 BASIS OF BEARING THE MONUMENTE.D CENTERUNE OF 17TH ST. AS RECORDED IN AUDITOR'S FILE N0. 20090BOB0001, RECORDS OF SKAGIT COUNTY, WASHINGTON NORTHWEST DATUM &DESIGN CIVIL SNCiINEiBRIN(� AND SURVSYINCi SOLUTIONS 2209 MONICA DRIVE MOUNT VERNON, WASHINGTON 98273 PHI: (360) 424-4865 Ext 222 380.00' (CALC)(PLA7) HTOR1ERTIFICATE 1111111111 20;1.5QT250137 pfiTy AFILlito ';�, $157.00 6 pager.. - of 1 3:31PM CN7 DE UD17 EA7S7/NG MOW IN CASE 3/20}6 7�28 . E 428671, 524 S19 vl I$ COd EX157fNG SEC77ON CORNER MCNUMFNT IN CASE w W ❑ N c0� EX7S7/NG 1/4 CORNER MONUMENT UJ CASE � O EX1577NG 1/16 CORNER MONUMENT IN CASE 3 F ® EXlST7NG MONUMENT IN CASE ® SET 1/2" REBAR h RED CAP LS 28023 S24 579 O E70STING PROPERTY CORNER AS DESCRIBED S 5 S30 • 5/80 REBAR SET WM YELLOW CAP MARKED DES LS 28023 X EXI577MG P.K. NAIL Section 24, T 35 N. R 1 E Skagit County, Washington BOUNDARY LINE ADJUSTMENT SURVEY PRoaECT 1600J Lots 1-14, BLOCK 233 Anacortes Addition DRAWING 16003.dwg SURVEY in o portion of the NW 714 of DRAWN BY mid Section 24, T. 35 N., R. 1 E, W. CHECKED BY des for. Timothy Tomasko DATE March loth, 2016 in A0000rte% Wilshingtan SHEET I OF I GRAPHIC SCALE OIL (7ti1?la) 1 1wh = 40 !L BLA-2016=1005 [.1 Z i� LLJ C a w� oc Q� 0 w U cL LA.O a� v=i Q 01 i!? to M z J } Q N U ! W �t Q M r g w 0 (L� O �1� mLLJ O w � W LJ t� Q IL arm t J U > li! z 0 La Q U J �O Q 04 Z d H i;w�ar�txjc#I F-er?rste� a, a:tx«nEtin� 4 tita.-si:i1 Isrs(sr`cir�n s h1H,°siuts 1•sstn�'► f,ntarnn�tt�,nl:ef t-. <rfl: , Williams-17B163 - Fief Report: Visual Soil Inspection: 'Report #F6319" CLIE ii T Fidalgo Bay Construction, LLC DATE 08/08/2017 PIaC3IECT LOCAT OT'vT 2305 loth Street PERMIT E Anacortes WA D �2 Inspection Information: -- -- -- — —AEG n 0 2011 Inspection Date: 08/08.!2017 Time Onsite: 07:00 ANI Weather Conditions: Foggy 60 Inspection Performed: Visual Soil Inspection - - Comments: MTC on site per clients request to perform a visual soil inspection. MTC observed the soil to consist of a light to dark brown gravelly sand with some silt, medium dense to dense and some moisture. The are scattered tenses of fight brown coarse sand. A standard 1/2" steel T-probe was used and penetration depths of 04.5" was observed. The client informed MTC that a geotechnical survey was not completed and buildutg plans here unavailable for review at this tithe. MTC informed the client that based on site observations the soil was found to be generally firm and unyielding. �iI118gES: UPLOADED: Og/08/2017 07:37:00 Building footprint Image. is oriented SE and depicts excavated suba -ade. RF_PORTED BY: Kevin Parine REVIEWED BY: Kurt Parker, Project Manager e'cr[+i�rw[+ * t " ( rg,3 r 1lrti ■ 1#u�tsn iao, 1t A 9S2A+ Pkituc fjd_!N� 19#9tj • Fib A4*).7$.$,19fC'} S�V H kl�ttl t ti H-s4� I,A W%,J 5 �4' ;rl t[+s, tiL,l'=t := • t>t n r, i. 14 <; i ;;,s ?t, ti}4 ftc iisn + �$t.f fin .,aEt SE;re t t�i t Uc<Ir=;'fi.attt, A+ N 0 __' Williams-17B163, 08/08/2017, #F83193, Page 1 of I .aterials 'restlov, tvrr tsltnir�i i<e s rr.ar, d con" #i+nL' • Spovinl Fa pvewoifm • !6!a€t.a"h TOLXIMC 6F;nv�nwlmnaF.iEt:r�uculi f nq~n Mfid A%Tnrnerr .%mW 04I Williams = I fUl63 o Field Report: 1/isual Soil Inspection: Report #F83587 CLkr ijl A Fidalgo Bay Construction, LLC DATE 08/23/2017 PROJECT LOCATION 2305 I6th Street PERMIT # Anacortes WA Inspection Information: Inspection Date: 08/23/2017 'rime Onsite: 07:00 AM Weather Conditions: `Sunny. 60*F, Dry Inspection Performed: Visual Soil Inspection Comments: MTC on -site per clients request to perform a proof roll. The area inspected is in the vicinty of a single family home and garage footprint. The contractor informed MTC that the subgrade is approx. 13" thick at maximum and filled in 3 lifts compacted using a hoepack. The first lift consists of 24" crushed concrete with the remaining lifts composed of 24" crushed concrete mixed with coarse to fine sand. A proof roll was oUserved using a fii]ly loaded dump tuck. MTC did not observe any pumping or rutting and considers the suUgiade to be firm and unyielding at this time. Tlie contractor was notified of results prior to departure. �I;CIa��,Se UPLOADED: 08/23/2017 07:59:00 PROOF ROLL w/FULLY loaded dump truck REPORTER BY: Kevin Parine REVIEWEB BY: Kurt Parker, Project Manager c'stptFr�atr. * 7*'� k Ar��Hrr I�si�-r i3url;at�ts>n, 4iA'Ih243 * 1#laea* �fi>3't��4 I�yti 1='ax �fifi t5�_191t� bt Region 'F n tts=�� ! _,� N `49" !! £,r:l � tJ ;sX r4t1 ,;{4 .Sti�F' 6tt•�ir�6t ':i1. 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City of Anacortes Representative Resident/Contractor Representative White —Office Copy Yellow —Resident or Contractor Pink —City Inspector APPENDIX B — SINGLE FAMILY AND DUPLEXES JULY 2011 oL cD�adM MAY 2 6 2017 CITY OF ANACORTES CITY OF ANACORTES ENGINEERING DEPARTMENT APPENDIX B - SINGLE FAMILY AND DUPLEXES - Public Works Review Guidelines APPENDIX B Single Family and Duplex Public Works Submittal Requirements APPENDIX B — SINGLE FAMILY AND DUPLEXES JULY 2011 PUBLIC WORKS DEPARTMENT REVIEW: This section covers Lite Public Works Review of Residential and Duplex development on existing lots. A. Development requirements related to the required street improvements are covered in other applicable sections of the Engineering Standards, B. Permits that require installation of extensive improvements will require that the plans be drawn and designed by a licensed Professional Engineer, C. A completed Small Parcel Storm Water Plan (SPSWP) if the new impervious area created is between 1,000 SF and 5,000 SF. This report needs to be filled out and submitted with the Building Permit application for review. D. Also included with the Building Permit for review is a site map of the property to be constructed. (See the attached Residential and Duplex Site Plan Checklist.) E. The driveway or parking area must be designed and constructed to match the future grade of the street. Failure to do this may result in severe driveway grades in the future. F. City code requires that the streets abutting the building site be improved to full City Standards prior to the issuance of the building permit. This includes, but not limited to, the concrete curb, gutter and sidewalk, storm sewer, sanitary sewer, waterlines, fire hydrants and street widening. G, Existing concrete curb, gutter and sidewalk and asphalt abutting the building site must be brought to acceptable ADA and safety standards prior to the issuing of the Certificate of Occupancy. This includes repair of all broken and damaged areas. Unused existing driveways must be removed and replaced with a standard curb, gutter and sidewalk. REQUIRED SUBMITTALS FOR REVIEW: 1. A completed Small Parcel Storm Water Plan. (Word Document on request). 2. A completed Residential and Duplex Site Plan Checklist. 3. A completed Site Plan. 4. If applicable, construction plans for any or all required off -site improvements that are drawn, designed and stamped by a Professional Engineer. If any of the items under the "Required Submittals For Review" are not included in the submittal, it will be considered incomplete and sent back to the applicant for additional information. This will delay the review process towards approving the Building Permit. A complete submittal will better insure a faster review time towards approving the Building Permit. Sincerely, The City of Anacortes Public Works Engineering and Development Services. Single Family and Duplex Public Works Submittal Requirements APPENDIX 13 — SINGLE FAMILY AND DUPLEXES JULY 2011 City of Anacortes Public Works Department Residential and Duplex Site Plan Checklist Use this attached checklist and sample site plan to aid you when preparing a building permit application, This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improvements may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submitting your application. Fi Draw the plan to a standard Engineering Scale [1 "=10', 1 "=20" etc.] Include the owners name, the parcel ID number, site address, and north arrow. Show the lot dimensions, and the adjoining street names. E Show the location of the existing curb, gutter and sidewalk and the proposed driveway. Show the location of the required rock construction entrance. C Show all easements, and critical areas such as streams, wetlands and steep slopes. ❑ Show the location, dimensions, and distance to property line of all existing and proposed structures, including drain fields, septic tanks and wells. F-1 Show the corner elevations of the site, the general slope of the site and show the direction of surface water flow using arrows [plus or minus elevations from one set point are acceptable]. ❑ Show the proposed soil stockpile area. n Explain how runoff from exposed soil will be handled during construction. o Example: silt fence, catch basin inserts, straw wattles, and diversion swales, covering exposed soil with plastic. o Show the location and type of proposed erosion control measures. n Explain how roof and driveway runoff will be handled. o Example: dissipation pad, infiltration system, curb drain, dry well, connection to storm sewer drain. o Show the location, size and type of the proposed drainage control features. ❑ Show the connection to the sanitary sewer and the water service connection. ❑ Shaw the distance from the front of the building to the nearest fire hydrant. Single Family and Duplex Public Works Submittal Requirements APPENDIX D — SMALL PARCEL STORM WATER PLAN JULY 2011 City of Anacortes Public Works Department\Building Department Small Parcel Storm Water Plan Section 13.36.100 Chapter 13.36 Drainage Requirements and Regulations Project Name: 45r'UGe Owner: (Name, Address and Pog) 2 �v � Site Address: 23 05S ho 1[ r+veef- Parcel ID Number: Sec. Twn ,3t!ng--/j W.M. :Irepared y: (Name, Firm, Address, Phone) AsoA rv�et)44 4&t4n 42 )ew5jVL�e The Wall Parcel Storm Water Plan needs to be submitted with the Building permit. To assist City Staff in reviewing your plans, please include any notes or comments you may have regarding individual requirements as they may pertain to this development. APPENDIX D: SD-02 APPENDIX D — SMALL PARCEL STORM WATER PLAN JULY 2011 Guidance for Developments subject to Small Parcel Storm Water Plan (Do not include with submittal) A. Development Subject to Small Parcel Requirements. Each of the following new types of developments shall control erosion and sediment transport during construction, and permanently stabilize soil exposed during construction in accordance with the requirements of this section: 1. Individual, detached, single-family residences and duplexes; 2. Creation or addition of more than one thousand and less than five thousand square feet of impervious area; 3. Grading, clearing or land -disturbing activities of more than one thousand square feet and less than one acre. B. Plans for such development shall include a site plan and a small parcel storm water plan (SPSP). Based upon the review of the small parcel storm water plan, a determination will be made as to whether or not further drainage plans or information are needed. C. Site Plan. The site plan shall indicate the character of the existing site, topography, natural drainage features on or adjacent to the site, the location and dimensions of all existing and proposed impervious surfaces, flow arrows indicating the direction of storm water flows on -site, and any off -site flows entering the site, the proposed method of utilizing the existing drainage system, the temporary erosion/sedimentation control plan and the permanent soil stabilization measures to be employed. D. Services of Professional Engineer. If the parcel contains or is adjacent to either a floodplain, a stream, a lake, a closed depression, a wetland, or an erosion or landslide hazard area (as indicated by land slopes and general soil types) a registered professional civil engineer shall prepare the plan. E. Compliance. Compliance shall be demonstrated through the implementation of an approved small parcel storm water plan. F. Small Parcel Storm water Plan (SPSP). In addition to meeting the requirements of Section 13.36.070, General design and construction standards, Section 13.36.080, General water quantity standards, and Section 13.36.090, General water quality standards, all plans subject to SPSP shall meet the following requirements: APPENDIX D: SD-02 APPENDIX D — SMALL PARCEL STORM WATER PLAN JULY 2011 1. SPSP No. 1 -- Construction Access Route. a. Construction vehicle access shall be limited to one route, unless approved b. A gravel construction road shall be installed which will remove as much mud and dirt from the vehicles as possible prior to entering the public roadway. The effectiveness and efficiency of the removal shall be to the satisfaction of the official.07 c. a If conditions are such that an insufficient amount of material is removed from the tires by contact with the aggregate, the tire.c shall be washed prior to entering the public right-of-way. The water from this process shall be directed to a sedimentation pond or other appropriate sediment -trapping tracking or flow of mud onto the public right-of-way. Periodic maintenance of the entrance, including the removal and replacement of aggregate, and cleaning and/or repair of sediment -trapping devices shall be performed as condiiti nsydictat or �s directed by the officia�„ Sediment tracked onto the public roadways shall be cleaned on at least a APPENDIX D: SD-02 by APPENDIX D — SMALL PARCEL STORM WATER PLAN JULY 2011 2 Ec3 SPSP No. 2 -- Stabilization of Denuded Areas. All exposed soils shall be prevented from moving off -site or into natural or artificial drainage systems through suitable application of BMPIs, including but not limited to sod or other vegetation, plastic covering, mulching, or application of ground base on areas K/>L a SPSP No. 3 -- Protection of Adjacent �roaerties. Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or by a a. Surrounding Vroperties shall be protected from storm water runoff from the development. This shall be accomplished by constructing private drain lines on the perimeter of the development and discharging the storm runoff into a public storm sewer system. Open space tracts and buffers shall not be used for this purpose, unless otherwise approved. Private drain lines shall be contained in private drainage easements with appropriate statements placed on approving docum its. oed CiI crc7 040 b. Aes dr Drainage conveyance shall be provided to all impervious areas of the ro development. Each lot or other developed area shall be provided with direct connection to the main public storm water conveyance system; sidewalk drains will only be allowed with approval of the official. Adequate provisions, to the satisfaction of the official, must be provided for directing storm water runoff away from all neighboring lots. This may be accomplished by providing private drainage easements on common lot lines and/or construction of drainage swales, curtain drains or perforated pipe and connecting to the p lic storm conve-vance system. .n APPENDIX D: SD-02 APPENDIX D — SMALL PARCEL STORM WATER PLAN JULY 2011 c. Verification shall be provided to the city engineer that the as -built det�yntion/retention facility is in compliance with th"rojec/requirements. d. All site -generated storm runoff shall be directly conveyed to a public storm conveyance system, unless otherwise approved by the official. Easements and/or hold -harmless agreements shall be obtained from affected property owners to allow passage of all site -generated storm runoff that is not directly conveyed to a contiguous public storm conveyance system. e. Adjacent properties shall be protected from sediment deposition by appropriate BMP's including, but not limited to, vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or by a combination of these and other appropriate measures. 4. SPSP No. 4 -- Maintenance. All erosion and sediment control BMP's shall be inspected and maintained regularly by the developer to ensure continued 5 SPSP No. 5 -- Other BMP's. Other appropriate BMP's to mitigate the effects of increased runoff or inadequacy of already installed BMP's shall be applied SPSP No. 6 -- Financial Liability. Performance bonding, or other appropriate instruments, may be required for all projects to ensure compliance with the approved small parcel storm water plan. (Qrd, 2441 § 10, 1997) APPENDIX D: SD-02 APPENDIX G — PROJECT CONTACT JULY 2011 6. PSE/Intolight Sheri Clarke Office: 425.456.2701 Cell: 206.604.3858 Fax: 425.462.3149 E-mail: sheri.Clarke@pse.com 7. Verizon Northwest Chris Parmeter, Engineer Office: 360.757.2486 Fax: 360,757,4338 E-mail: chris.parmeter@verizon.net DEVELOPER: Company name: �IVOH,e/�' -/ Owner name: �ruG� 0ii140R" ,5 Office: Cell: 21>6 -Qr1$ -3 z9G Fax: // , ,GC9P" E-mail j!(jv�/`i �9vro®�GK4z OWNER REPRESENTATIVE (PROJECT MANAGE=� Company name: `Va,wrl&..4r oo Q i�.+�c fie✓ Representative name: Office: Fax: Cell: 340 E-mail: 6g s®t�Cu �m ENGINEERING FIRM: 69/ Company name: .Sa�eG A*4 cp P Contact name: Office: Fax: Cell: E-mail: MATERIAL TESTING COMPANY: Company name: Contact name: Office: Cell: Fax: E-mail: EROSION CONTROL SUPERVISOR: Office: (24-hour) ZDB $73 e3 = Cell: (24-hour) E-mail: t r�G . ? ,'G�aG9'VAxle