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Home My WebLink AboutPermit File BLD-2021-0073 2706 Washington Boulevard (2) A �QFOR CODE c,OSo w�' 1� Y O M N�% Co'� 3- 6` NEW PERCENT OF LOT COVERED O FIELD 1N LOT AREA 8738 SQ. FT. EXISTING ROCKERY 78' ELEVATION Jr /, HOUSE,PORCH*DECK 3000 SQ. FT. SO ELEVATION ' PERCENT OP COVERAGE 35% li c�^"oc�o�T—o� ocv oc� �c roc o rover • • EXISTINGSLOPE 125.06' N -I 9c158'16"E 1\\ i 5'5ET BACK 0%SLOPE I ® .6 I, -4 TILL NEW IMPERVIOUS AREA 1 N` u u, it —' LOT AREA 8738 SQ. FT. 21_811 Beacom aasai . L3!I Q HOUSE, PORCH*DECK 3066 SQ. FT. 5�'` ill \, ICJ 20' j W CONCRETE DRIVEWAY I308 SQ. FT. Mr; - _ 1 '`i 0 I CZ TOTAL 4374 SQ. PT. Recommended to it 1 ;; I CZ j PERCENT OF IMPERVIOUS 50% shift perforated stubN y,,�o� r ".`r ;;' ModL —---------- mIm w o �by k=t_ , II out away from the .S 5 _ `Y " 1J O D N a 4"SOLID PIPE I !tt! 1 D 0'] as m FROM ROOF s----I 1` ,-L i- O z foundation, so t0 �• ONQ r 4FOOTING FTTTT�-- \ (2121 not infiltrate into the oI• o -._ 1 = �_=' FJ I o I building area. o. 5`6' Grea,Raom 1 1 1 1 1 o f z oI, I I• DRAWING INDEX: T k--------- z = BMP T5. ___ 75.5' ELEVATION PERFORATED STUD °' i = Q I . SITE PLAN OUT CONNECTION ,i_r_�t—J~- /�' 4"PEREPIPE I covered Dec. I; LT-- 1 m • Q 2. CONSTRUCTION SITE PLAN 57.5'ELEVATION I T •'I II \-f\ j I II I ) Bedroom I Bedroom 3. LANDSCAPE PLAN DRIVEWAY o :' >11111m ,I1-1 POWER I 20' Maximum ELEVATIONS mill � !IB II 5. NORTH SOUTH ELEVATIONS 9 I'-I I" L________�L G � =�_____ _ POWER, I driveway width at 6. MAIN FLOOR PLAN �� sir, _= CI WATER II • I ,� lo'SEI BACK —I b• '' I curb cut. 7. DAYLITE BASEMENT PLAN I 4 SOLID PIPE :�% 8. FOUNDATION PLAN EXISLOP SANITARY SEWER • 9. UPPER FLOOR FRAMING PLAN E SLOPE 2'DEEP\jai 10. ROOF PLAN ' N89c15G'IG"E I25.00' DRIVEWAY II2. RROOF SECTIONALS S I-�STORM SEWER 55' ELEVATION tl" 20'x 5'ACCESS EASEMENT — TO 27 I 0 73' ELEVATION PINE HYDRANT I .,....1K.... RANDOM FILL I CITY OF ANACORTES 2�uaw FILTER FABRIC Z '' ""Y 4'PEREPIPE �/,r CANNING AND BUILDING DEPT: li I `��=A'_—� APPROVED PLANS I-I/2"ED R REVIEWED FOR CODE COMPLIANCE I WASHED ROCK �— za^ =1 .m.. 1' wa�s,.ii BCD-2021-0073 PERFORATED STUB .nlm�nm�nmin■mMMIi,,;i:;r;,i,x - W PERMIT#: s m uis mmnn s mmnn�. OUT CONNECTION " '"""'I"""""""""""""""c°'I ADDRESS: 2706 Washin ton Blvd nnnnnmmnnnnmmunnnmmnnnm_ J SECTIONAL .,immmm�nnnnNINNmnnnnmm�m ni nn�mmm�mmm�mnnu�mmm�■u ) „' minmmmmnmm�,■nmmnmZIONEmm�,■nnlnnn■ ,.g:,:•':;.r': ,.E,.r•': ',^n,."•:^",^E,.I :' 9-5. APPROVED BY: BMP T5. IOC nmm�mnmm�mm�mm�mm�mm�nnnmm�mm�nmm w 2,f .,,.,:,.,:.+:emnnnmm�ul■nmm�nnmm�mmumn nmm�nnnmm�nnu:. .::.::.:.:.:.:.:.::a dr:ir',a,^xra r',:IE',Eexra r'r:EAvE':°ra r'r: j� TOP PLATE mmmnmmm■mm�■mnpmn■mnpm■ nn�__mnpmn■mnpmnl a +.,,..,,. 75.5 OI Q `./'FIGURE I I I—3. I .8 ELEVATI N u SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT I uJ w 33' 9 1/ —.`�—'�0000 �' N BE ALTERED WITHOUT AUTHORIZA ON. —I ICI ICI I _-- SUB-FLOOR a 1►i. I► ,—IU—lil—u-9,.=_'- . . l 0o PI ATE II II 1 1 1 I _ _ f IIIIII.IIl1!1�ll11 ---■ — i 1-------- l 0 1 2 I, MID-ROINr .. I I"x 1 7"PAPER SIZE---SCALE 15 1"=20' (COPIED @ 100%) - LLJ I 9 EXISTING GRADE EXISTING GRADE ----- ---------- 22"x 34"PAPER SIZE---SCALE IS I"= 1 0' (COPIED @ 200%) REV.#1 02/04/2 I z TOP of SLAB E R2 ZONING �I___ D ICK FRAME ELDING SITE PLAN F� EXISTING GRADE WOO �' 57.5' ELEVATION BUILDER TO VERIFY ALL DIMENSIONS HARLON MILES RESIDENCE �I CONSTRUCTION NEEDS TO COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE(WSEC) ADDRESS: 2706 WASHINGTON BOULEVARD BUILDING TO COMPLY WITH THE IRC 201 5 BUILDING CODES PARCEL #: P 117653 PLUMBING TO COMPLY WITH THE 201 5 UNIFORM PLUMBING CODE XrefId: 4770-000-027-0000 FOR FAMILY DWELLINGS DRAWN BY:BRUCE RUSTAD DATE: 07/20/20 FOR CODEc_ �Q 41-4.5 4 w 1 Y O { N M N��✓� 4 C O g‘� ff`oor to FIELD x/..'5 78' ELEVATION Jr /wi SOIL STOCKPILE LOCATION CO' ELEVATION COVERED Gyo��0`T�o�J�Cp /OCl O��o�`y0�o�'O�r G 6 MIL BLACK VISQUEEN BMP C 123 0 EXISTING 25.06' N9d58'I G"E . x / SET BARK o%SLOPE 1 I I G I'i , I �1• _ ----i= 1 m z,0 X it ___' Bath _ _-,ice WI Ut iii I Q W p M r& I III Closet I Beare - Ili m 20, o II `1 u -- - r 1,1 \ ii i m • N I' i iu j0 NL xU �' Klm,ed II M°dL it r -1 m �Itn > > a ii 14 o 1 ii rn m m > 1 I�X N Dining I ' 1 y D CDSILT FED d _ g xI O DEAW3D0O.T5-_02 X �TTifT '_F — =. - m m ZI En• PI p 1 I _'_'�"'_i;-'Jiil .1BA IER FENCEcp p•p Greet Room -- a Z p l I' r Pea I 'a BMP T 1 5 1 Z _ 6 CONCRETE TRUCK Z 6 e� _ -------- m 75.5' ELEVATION WASHOUT AREA < LLLslL z =� --__ -= m T I � Covered Deck ------7----- ''�--i 57.5'ELEVATION I it I ?� \ i % i Bedroom#3 9 Fi„�°e Bedroom u2 a SEDIMENT TRAP 1 �� 11�-�� DRIVEWAY rn AS REQUIREDli Ills I__ally-` il POWER\ =________ - t = CI WATER • // OI SET BACK —It I// 1 II c EXISTING 14%SLOPE SANITARY SEWER • 12'DEEP 'E1 �� N89d5G'I G"E 1 25.00' _�sroRN SEWER DRIVEWAY 55' ELEVATION 20'x I 5'ACCESS EASEMENT TO 27 I O BMP C 105 BMP C I 73' ELEVATION RE HYDRANT GRAVEL CONSTRUCTION ROAD w/ 74"-8'QUARRY SPACES PER WSDOT DETAIL I-50.10-02 Add silt fence as required by site I conditions on J /I downhill slope. I. STORM WATER FROM GUTTER WILL GRAVITY FLOW ThRU 4"PERF. DRAIN PIPE THROUGH A PERFORATED STUB OUT CONNECTION AND TO EXISTING STORM WATER PIPING 2. DURING CONSTRUCTION,THE RUN OFF WILL BE CONTROLLED WITH SILT FENCES AND SHALLOW SWALES TO PROTECT THE ADJACENT PROPERTY. 3. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET PROTECTOR INSTALLED PER WSDOT DETAIL I-40.20-00 4. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. 5. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB$GUTTER. ALL BROKEN AREAS WILL BE REPLACED TO THE CITYS APPROVAL 2 PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. C2 of 12 I I"x 17"PAPER SIZE---SCALE 15 I"=20' (COPIED @ 100% 22"x 34"PAPER SIZE---SCALE IS I"= 10' (COPIED @ 200%) REV.#I 02/04/2 I STICK FRAME CONSTRUCTION SITE PLAN WOOD FRAME BUILDING BUILDER TO VERIFY ALL DIMENSIONS hARLON MILES RESIDENCE CONSTRUCTION NEEDS TO COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE(WSEC) ADDRESS: 270G WASHINGTON BOULEVARD BUILDING TO COMPLY WITH THE IRC 201 5 BUILDING CODES PARCEL #: P 117653 PLUMBING TO COMPLY WITH THE 201 5 UNIFORM PLUMBING CODE XrefId: 4770-000-027-0000 FOR FAMILY DWELLINGS DRAWN BY:BRUCE RUSTAD DATE: 07/20/20 OR CODE .i.e'9 I I' o 41,�{ Vary plant species 411111111i8" , r2 per code. Maximum M of 35% to be any Y11t, single species. Health and Quality of Trees Proposed for Planting. Trees Nn 1891 proposed for planting must meet the following minimum 0 %, CoR ��` AcerPalrnatxnVJapaneseMaple standards in order to be credited towards satisfying the tree �1.0FIELD‘1"5. AaMaliprf1-11 o" HeightJ density requirements of this chapter: EXISTING ROCKERY (5 REQUIRED) r5' ELEVATION �Ga ELEVATION Q --;:7 .-to�_o'• _o"-�,=--,'747:1 .o7 —�o ,o�,-�, < ' 1. Each tree shall be healthy stock and carefully planted in a f_._._._. • • • • 2s.o6' N9dsa'(s°E I three-foot or larger hole in good,appropriately fertilized topsoil; EXISTING GRASS GRASS 5'SET BACK I O%SLOPE 1 - I ��--_�-----� -�_ .-�- --- ------ ---- - = ® 2. Each required deciduous tree shall have a minimum of two-inch I I _, L _1�-,,,"--;Lill F' ' i q 14.1 Bahr - �_ W1 G ail Ali I caliper within six inches of ground at time of planting; GRASS Beer�oom e ___ ,rlcioz I 1 n '!l .. ��\� al Z� L ' dew\- i_ Ji � ! Garage I LLI I 3. Each required evergreen tree shall have a minimum height of irs' t _ 41 ,! o Q g 9 wo II ; u - - r 1 I ` II •� N o eight feet at time of planting; wN 15_„--------'-- Kltc,ed 11 A ; MudL 11 -1 r ' BARK Q — ii _1 I � 111 I 1 mlm > 4. Trees planted shall include a mix of coniferous and deciduous o GRASS I �•o J j Dining -- ~ ! 9 0 trees.At a minimum,thirty percent of the trees planted shall be �I = r '----= =' I O coniferous; O Y iTirrT---111 - 1 .� m Ln• I I L--, 1111 tt> N Q a 1 1'I''1t'-1 I I1 lli SHRUBS Z of o • - - r j i! I 0 5. To avoid potentially unhealthy monocultures,the total number of Greet Room o Q� o ! = any individual species of replacement tree planted shall not exceed �I �y��° �Paa `------ 75.5' ELEVATION I = thirty percent of the same species or thirty-five percent of the same G ,» Covered Deck _L- L=11 L_ L _______ _ m in Q genus of the total number of all replacement trees planted. Tr•-"- "--i 57.5'ELEVATION I I N 1-,. ( i N a I ?� Bedroom#3 `l r; :sets, Bedroom#2 �jp� 6. Wherepossible, required trees should predominantlybe selected =� 7 ii�= DRIVEWAY 2 q mill;' Lai!l from the native tree species.The cityplanningdepartment will 9 a I T lilm Odiii -I POWER p p i, III--_--3L ;L- ! "0 (---- maintain a list of native tree species. (Ord. 2756 Att. F, 2006) tr ----- CI WATER I �G O'SET BACK_ _mot -___ ,__ �I _ , M GRASS Pi1\V GRASSU " I LlE l/ %SOL 'A SANITARY SEWER • - I 2'DEEP\� �� N59d5 '16"E 125.00' _ -STORG1 SEWER Thundewrhead Pine Tree DRIVEWAY 55' ELEVATION — 20 X TO 27 I 0 Q5 ACCESS EASEMENT Max.Height of 5'-O" 73' ELEVATION f// (4 REQUIRED) FIRE HYDRANT J C 3o lD I I"x 17"PAPER SIZE---SCALE IS 1"=20' (COPIED @ 1 00%) 22"x 34"PAPER SIZE---SCALE 15 I"= 10' (COPIED @ 200%) REV.#I 02/04/2 I STICK FRAME LANDSCAPE PLAN WOOD FRAME BUILDING BUILDER TO VERIFY ALL DIMENSIONS hARLON MILES RESIDENCE CONSTRUCTION NEEDS TO COMPLY WITH 2015 WASHINGTON STATE ENERGY CODE(WSEC) ADDRESS: 270G WASHINGTON BOULEVARD BUILDING TO COMPLY WITH THE IRC 20I 5 BUILDING CODES PARCEL #: P 117653 PLUMBING TO COMPLY WITH THE 201 5 UNIFORM PLUMBING CODE XrefIcl: 4770-000-027-0000 FOR FAMILY DWELLINGS DRAWN BY:BRUCE RUSTAD DATE: 07/20/20 QFD4t C ODE CD 1 �4 11YO A{ I I M 1l1 1 1 1 1 1 1 1 111■IIIiI■Illil■Illil■IIIiI■1Il111■MMII■11■III■MMII■1I■11I■11■III■EMO■MMII■MENI■111i1■IIIiI■IIIiI■11111■III 11111■.1111■11■III■.1111■.1111■.1111■11■III■.1111■.1111■111 Np74, 1891 wk o. ••III■■''�Is,1'1,'••III■■''11�,n 1m111n111mm11n111m111n1mmu 111s111 1 1 1 1 11n111 iffismilim111unmmm11nininnumm111mo11 'f C O R- ,6` - III■MIMEIIII■111O■IOMMIIII■MMII111 1 1 IJ 1 IJ 1 IJ 1 IJ I I II MIMNMEMIIMMIIMMIIIIIIIIIIIMIll 11111I■11111I■IIII 1111111IIIIIIIIM■IIIIII■111m■111IMM CroFtEun«t5e, 111•11111•11111•II111•11111•11111•I1111•I11 L I L I U I u T I II I 1,11110111111111111111111111011111111111111111111111101111111 11111111011111111111111111011111101111111111111111111111111101 II II II `I II 4 111m111■MEMIII 1 1 LI u III III LI111■111IMMOMMIIII■11111■1111I■11111■1111I■11111■I■■■ mIII■1111I■11111■11111■11IMMI11I■11111■11111■11111■m L L II T II I I I 11I■Ill mom 11iII111�II111�11111�11111�II111�II111�11111�11111�II111�II111�111 111�I11 1 L 1 1 L 1 1 u 1 L 1 LLI 1mm1mm1mm1mmlmmln'l1 11 imllmnlmmlll■ IMBHMEHMEHMENR 1 I I 1 ImnImn PROMMI ME mn m�1 I I I 1 III 1mm.mm1mmlmml 111mI I I L I u I u I In Imn11I■11lmnlmnlmnlmnlmnlmnlmnlll■OMMOm OMMID l■MME lmnlm imnlmnlll■11I u 1 1 I u_ L 1 L I I I I 1 4 I I Imnlmnim'mnim'mIIIP:di:1 ' 1 1;1"'1mmlmmlmm�mm�mm� 1 1 1 1 I '1 I I ria 1111111111110111�11111�111111111111110111�II111�11111m �1m minnuamlmml I 1mm1mm1mm1mm1mm1m o innuo mlmml 11I■menam■1111I■I1111■III1Imlmilllm•r .Ad 1� -��I■11 I I II II I II II II II II II 1111■11111■1111I■I1111■II111m11I■1111I■I1111■II111m11I■11111■I1111■I1111m1 1 1 I I I_ 1111111111III111�II1111111111�11 II II Imlllr'' �� u II 1 II 1 II T II T II 1 I 1 1 1 1 m111mm1mm1mm11m111 ilio 111■11111■11111■111lion 12 Iry ,A/ i► u L L L u III 11A1111111■11111■11111■11111■1111I■111mm1 IJ_1e■11 111�11111�II111�I11 mmi I I■IIIII 1 111111111111111111111111011111II1111111111111111111011111II11111111111111111101111111111■11 MIIII p u mop ollom i. m.ii 1 71,10*.Ai 1m.. -Immmnmm��mn� u II 4 u II 4 L II u I U 1 I I 1 '1 'i'■IIIIM "moMIIII IN111'■"mmi'■111110"mni'■111U "EMENm I .inl6. 1► 1 1 I11■III1Im111m111mI1Al1I1Im111m111mI11■III1Im111m111mI11■III 1111 111111111111011111I11m11i'' -iiinimin11�11111�11unni 111�II111�11111m11111�I1111n11111�11111m11111u11111i11111�11111�11111�11111�11111t11111�11111�11I �� ilmi11■meli11111■Illr- „41 ., L _ I . ''i111■11111u1111■I1111■11111■11111m111■1111I■11111■11111■Hill■11111�11111■IIIII■Hill■1111I■11111■11111■11111■111 111�11111�11111�I11� 1 1 1 1 111�11111�11111�II111�II111�11111 I 111mI iiiinu ►'" di — ►_ J _ J J _ J _ J 1 .1. 1 1 11m1I1m1III■IllmmllmlllmII .,..., 1 u 1nI 1 ir 1 -_,i1 _ _ _ 1h..NIP �' In iIn i1I■ilim'1I■ilim'maim'mnlim'milim'milim'mnim'mnlim'mn • 'T rn a1111�11111�11111�11111�11111�11111�111 11 1 I 111�I1111�11111�11111�11111�11111�11111�11111�111 CRDAR SHINGLES 1 �M h&. 11II�I11■III11■11111m111I1A11I11■1111m111I11■III11■11111m111mI11■III11■II , TOP PLATE 5/4 "x 8" BELLY BAND _--- 11 0 5/4 "x G" TRIM I.- I I I I M I' (,) I HARDIE-PLANK SIDING 9 7 TO WEATHER 36" HIGH RAILING , GLASS w/ ALUM FRAMING 5/4 "x 4" TRIM _ II — - 5/4 "x 8" BELLY BAND M \ SUB-FLOOR GRADE - - - - - \ TOR PLATE 1 1 1 1 I I 1 I Gx6 DF POSTS BOARD * BATT 9 5/4 "x 8" BELLY BAND GRADE n _VOP OF SLAB 8:1 Y O i I I I 1 1 GRADE 411111eL _1 I L 1_ J 1074/1111111,43 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT l C O DEPARTMENT WEST ELEVATION Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 r— Instructions for Printing Digital Plan Review Documents I I This City of Anacortes Planning,Community,and Economic Development has adopted an optional digital plan review process,in response to COVID-19,for those who wish to reduce contact or reduce natural resource use. If you have '011 ILIA IJIII ILI11 I011 ILIA IJIII ILI11 I011 ILIA IJI11 ILI11 I011 ILIA IJI11 ILI11 I011 ILIA IJI11 ILI11 I011 ILIA IJI11 ILI11 I011 ILIA IJI11 ILI11 ILi11 ILI111J111 ILI11 ILi11 ILI111J111 ILI11 I011 ILIA IJL any questions please contact the The Permit Coordinator at 360-293-1901. We are also interested in any comments IIII Mil I III I I I I ) 11 I 11 I 11 11II 11 I J 11 I 11 I 11 11II 11 I J 11 I 11 III 11 1 I II II J 11 1 I I 111 1 I IIII 11 1 I II II IIIIU 11 1 IIII 11111 I I I I ) 11 I IIII 11111 IIIIU I I I IIII 11111 IIIIU I I I IIII 11111 IIIIU I I I IIII 11 I I L II you have to improve this system. L LL� J LLTJ Lu J LL� L LL� J LLTJ Lu J LL� L LL� J LLTJ Lu11 IIITII IIIT11 IIITII IIIIU IIITII IIIT11 IIITII I1111J LLIL LL� J LLTJ Lu J LL� L LL� J LLTJ Lu J LL� L LL� J LLTJ Lu J LL� L LL� J LLTJ Lu J LL� L LL� J Lu J I JLH II I1LP II I'IJTIIII'LJI II ILJI II ILP II I'IJTIIII'LJI II ILJI II ILP 1I ILITII ILJuII ILJI II ILP II I'IJTIIII'LJI II ILJI II ILP II I'IJTIIII'I'LuII ILJI II ILP IIILLJl1I I'LJI II ILJI II ILP II I'LII II I'LJI II ILJI II ILP II I'LII II I'LJI II ILJI II ILP II I'LII II I'LJI II ILJI II ILJuII ILll JL II II IIII II II IIII Illy IIII II II IIII IIII [ 11ly IIII II II IIII IIII [ 11ly III II II II 11111 II II J II II II II II 11111 II II J IIJI II II II 11111 II II J II II II II II 11111 II II J II II II II II II II L II II J II II II II II 11111 II II J II II II II II 11111 II JI LI LIUII Lu11 LIUII LIL11 LILII LI LI LIUII LILT 11 LI LI LI LI LL� 11 LL� J LLTJ Lill) LL� J LL� J LLTJ LUILLL� J LL� J LLTJ LuJ LL� J LL� J LLTJ LuJ LL� J LL� J LuJ LuJ LL� J LL� J LLTJ LuJ LL� J LL� J LLTJ I isn l 1 1 11 III 1 11 1 1 1 1I l l n l 1 1 11 III 1 11 1 1 1 1I 1 1 1 It the applicant's responsibility to provide copies ofall J 14 I I 1 111 1I 11 11 I I I J L 11 1J 11 11 11 1I 114 I I I J 11 11 u u 1I u 111 _ J 11 l IJ 11 1J 1I l Li J 11 l IJ 11 1J l Li J 11 1 1I J 11 11 1I J 11 11 1 IILIIIJ111J1111J111LIIIJ111UIIIIJ111LIIIJLHII 1111kIIIIJ1111U1IIIUIl11kIIIIJ111iUIIIIUII w L� 11LLJ111L4111L411L�111L1111L4111L411L approved submittal documents for use on the job site. JI LI LT II miL I LI LI II I LI LI II I LI LI II LI LT II miL I LI LI [1 LI LI U LI LI miL [1 LI LT u miL 1 u1 LI [1 LI LI U LI LI [miL 1 limianninummonilmr[i I l uu u l ul L� L 1 u1 LT u I u1 LT U I uI uu u I N LI 1 u1 LT NI LT U I I JIII IIIIII III IIIIJIIII IIII IIIII IIIIJIIII IIII III IIIIJIII J1111II IIII IIIIII IIII [JIIII IIII IIIJ�l Ina LLTJ LL� J LII J 1114L IIL J 1111J IIII J 1114L IIH 1114J IIII J 1L J Lu J L L L J L J Lu J L L L J L Ulna L14J 111TJ IIII J 1114L IIII J IIIL • Documents with color or with approval stamps are to be reproduced in I I I I IIII 111 I IIII I I I I ) II I I I I IIII 111 I IIII I I I I ) II I I I I IIII 111 I IIII I I I I ) II I I J 1� JI LL11 LLT11 Lu11 LL� 11 LL11 LLT11 Lu11 LL� 11 LL11 LLT11 niu LUL uuu uuu uuu uuu uuu uuu LUJ L L L J L J niu L J J J L ► L L L J LLJ L J J L L JIII color, or black and red. MEI MEI 1111MIUMNI L JLuJL LL JL JLuJL LLLJL JLJJJ LL JIII J11IIJ11I J 11 JIII JIIIIIl11I J ', — — ulul u111111 u1Ili4III11LJT111I11JI • Documents shall be provided in full size, and to scale. 1I11111 L Li II INV • N111mmum lllmlllm111m111 omm llm111m111m111 11■mmm 12 .I►' ', — — 1 , ... LUUU J L J L J I • It is advisable to protect the documents from inclement weather. Plastic L 2J A� -1I11■11I11■111�1111■11111■11I11■111IIMM11■11111■11I11■111IIMM11■11111■11I11■III I' 111' 11� .'/ j — - — ] - — Eh. L u J L J L J L sleeves are available upon request. 1 a iip11�w, �� ' '1■11111■11111■111m111m IIIIM lm111m1INIMM INUMM11m IIIIII 1 I G Pr A - — ] - — - — L I� ''ll J L UU J I `�' • All drawings, engineering, surveys, and supporting documents are wom1111m1111� ! ] J 1,' 711111u1111■111m11I11■11111■11111■111m11I11■11111■11111■111m11I11■11111� �� I_ — — — — — - — -, u JIII LAC a' required to be on the job site at the time of inspections. If documents 1 J 11 I L I I I V �4 J I - ,� - - J - - - - - ] L- 1 --- 1� J ULL N are not available, the inspection will be cancelled. After the second Al - L J, L ,' �, — i �11111■11111■111 11■III cancelled inspection, a re-inspection fee will be charged. I I I I I I I L i I I I I Be sure your packet includes: • Permit • Permit Inspection Card, print on heavy stock if possible. This will need to last the _ duration of your project. • Site Plan FLAG STONE VENEER M „M , • All Drawings wimp 4' :�•i?��':4i�"1'ir,:�.i • Stormwater Plan or SWPPP ""� 1 ' "" n �t r w�+ ��r�t yrfili �� r� ru � ��i �r� rH�. _ • Engineering, if included in submittal �+ . �!�� + .� « GRADE • Landscape Plan GRADE I I I I I • Any other supporting reports or documents I I I I I �I I� TL _L _T 4 Beingproperly prepared with the necessaryplans on site will allow ourL I SCALE: I /8" = I '-0" ON I I "x I7" PAPER p p y4 of 1 2 inspectors to complete your inspections. We appreciate your assistance. 2 ZONING SCAL : I /4" = I -0" ON 22"x34" PAP A51 ELEVATION STICK fKAME WOOD FRAME BUILDING EAST $ WEST ELEVATIONS BUILDS. TO VEJIEY ALL DIMENSIONS CONSTKUCTION NEEDS TO COMPLY WITI-1 HARLON $ TRACI IV I LES . ESI DENCE 20 15 WAShINGTON STATE ENEKGY CODE (WSEC) BUILDING TO COMPLY WITh ThE ADDESS : 270G WASh I NTON BOULEVARD IKC 20 15 BUILDING CODES PLUMBING TO COMPLY WITh ThE PARCEL: P 117G53 20 15 UNIFORM PLUMBING CODE FOK FAMILY DWELLINGS DRAWN BY: BRUCE .USTAD DATE: 07/20/20 QFD4t CODE CD 1 � M .i=,, ciiii.t, ‘. 111116111, 12 - J �� Np rl j, 1891 �! ,Z • 10 FIELD‘1.45. 3 / 12 _ _ II II II � �� uII 7 Hydrant Flow Test Report �' �J J LL IJJ J Li �" L Lj lu J L[ �u �J i Li llL J Ji LJ J LL �J J Ll Ilu i Li Ilu J Li LJ J Li 1 JUL 1 JULLJJ 1 LLJ T J LIU 1 LW L 11 JULLJJ 1 LLJ T J LIU 1 JULI1 1 J LW II 1 LW 1 J U L 1 L 11 J L L 11 L " u L • - - _ - - _ - - _ - - Test Date 2/16/2021 Test Time 9:30 AM Ju J M [Ju J LJu IJ L] L 1L hluY LT JU L Llu lJu L] L 1L hluY LT JU L Llu lJu L] L 1L IY ULY LT [Ju L Llu lJu L] L 1L hluY LT [1u[ Llu lJu L] L 1L hluY LT JU L Llu lJu L] L 1L hluY LT JU L Llu lJu L] J L u - _ - - _ - - _ - -- _ - - '1U1 1 1 1 1 1 1 uI dI 1 1 1 1 UI III III II Location Tested by Li LI uLu LI L LI uLu LI L LI uLu LI L LI uLu LI L LI uLu LI L LI uLu LI L LI u A _ _ _ _ _ _ _ _ _ _ - - Lid �MU[kikLIulLIU,L1id �uuuULid �uulULiLl �[HAULM IIIIJUL II IIIIJUL II IIIIJUL II IIIIJUL II IIIIJUL II IIIIJUL IIln uII 2706 Washington Blvd Mark Ta ita n o Ju J u du J EA Ilu J u Lu J L� Ilu J u du J EA Ilu J u Lu J L� Ilu J u du J EA Ilu JUL u J L� Ilu J u du J EA Ilu JUL u J L� U J u du J EA Ilu JUL u J L� Ilu J u du J EA Ilu JUL u J L� Ilu u _ L L _ J - — — — _ — — _ — [ _ — \. LJ II �1J IWJu ILLU IW T ILLLT I! IIIH III_I i II I Anacortes, WA 98221 Commercial Fire Protection, Inc. A. J _ — — _ — J r _ _ J _ — J — — _ 1•. U U�l IlUL U uJ a� uU J.I uJ �l uU��U uU aJ I Iu I I ILIII I LJ I I ILI I IILJ II ILI II I LJ I I ILI I IIu II ILI II I LJ I I III L I II LJ III I LJ III L III L I II LJ III I LJ I I L LJ L LI [ LJaL J 17199BennettRd ,A1 _ LJ _ - _ _ __ J _ _ ] _ L hJ \. � . �I�IEIIII MMUN lll�l�l�lMILHO�l■111 In■Illm111101111116 11111Illm111101l11116 /111/111 U IJ [ L U JJ L LI LI L IJ L L U J UI I Mount Vernon, WA 98273 _ _ _ I _ uullLullJULULUuu �� L�� l� JL (360) 848-9093 J II Id II I L 111 I LJ 11 I LJ II Id II I L 111 I LJ 11 I LJ II I LJ II I L 111 I LJ 11 I LJ II I LJ II I L 111 I LJ LIII u III LJ I LJ III LIII u 'i,' — — ,` LJ LJ L LJ LJ III l l l f l. LJ U LJ LI U LJ L LJ U LJ U LJ LI U LJ L LJ U LJ U LJ LI U LJ L LJ U LJ U LJ LI U LJ L LJ U LJ U LJ LI U LJ L LJ " , J- J J- - — — — J— ,,` LJ L L IJ u LJJ l 1 1 L ILJ IJ ��J LJ L Notes Read Hydrant J I1 1J II ILI II ILI II ILI II Iu II ILI II ILI II ILI II kJ LJ II II LJ III L I11 a 111 LJ JUL LI L u i LJ Li u di L — J _ _ _ _ — _ L — — L J J u L1 111ik 11 if 1. Hydrant #713 61 psi static pressure JLI dULALI [ILI [Hi d [JUULJ [ILI [Hi d [JUULJ [ILI ULJ d [JUULJ [ILI ULJ _Al - L - - - - - - - - - - eL -me k111 u u In accordance with 2018 IFC Table C102.1, this test 38 psi residual pressure I i ii mil i II I I l i II I i Ii III II I i II I I l i II I i I III 1 11 III II I I l i II Ill II III II mil i II I I l i II I i Ii III " ' " " may be used to satisfy a maximum of 1750 gpm. hydrant elevation I I I I I Flow Hydrant(s) Pitot - - Outlet Elev Size C Pressure Flow #1 3.5 0.93 21.5 1576 gpm Flow Graph 75 _ GRADE I i I 2154.1 gpm at 20 psi I 60 I I I I I I I 45 H H L TL psi - L O i i IIII i i i i i i i i i IIIIIIIII IIIIIIIII 0 500 1000 1500 2000 2500 H - GRADE I 1 gpm I I I nL LL- L _1 I ' ' 1 NORTH ELEVATION ,_ I 2 I2 .. ] _ h. 3 7 I - J [ - ,\ �----,i I I I I a IIII IIII IIII H i a IIII IIII IIII H i a IIII IIII IIII H i a IIII i i i i u IIII H i a IIII IIII IIII H i u IIII IIII IIII H i u i i i L - _ J — _ - . muIIII IIII 1111u Hu IIII IIIIIIII 1111u Hu IIII IIIIIIII 1111u Hu IIII IIIIL 1111u Hu IIII IIIIIIII 1111u IIIIII IIII mu IIIIL 1111 � a �, L u �, �� Li IJ L LJ LJ u Li LJ LJ LJ LJ u l IJ L� LJ LJ u Li LJ LJ LJ LJ u l IJ L� LJ LJ u Li LJ LJ LJ LJ u l IJ L� LJ LJ u Li LJ LJ LJ LJ u l IJ L� LJ LJ u Li LJ LJ LJ LJ u l IJ L� LJ LJ u Li LJ LJ LJ LJ u L .4 _ _ _ _ _ _ i► d NH] IIII MIL LII II IH NH] IIII MIL LII II IH NH] IIII MIL LII II IH NH] I111 U MIL II IH NH] IIII MIL LII II IA II II II NH] II II IIII II IA IIII J LJ L LJ Il J a LJ IJ LLJ L LJ LJ J a LJ IJ LLJ d J LJ LJ u L IJ L� U LJ u LJ LJ a LJ LJ u L IJ L� U LJ u LJ LJ a LJ LJ u L IJ L� U LJ u LJ LJ a LJ LJ u L IJ L U LJ u LJ LJ a LJ LJ u L IJ L� U LJ u LJ LJ a LJ LJ u L IJ L� U LJ u LJ LJ a LJ LJ IJ LJ d LJ Li IJ LJ L LJ LJ Li LI LJ LJ IJ LJ L LJ J - - - - - - - - - - III14 k 14 u 1I14 1 1'N u LI u k uI LU Il 1 LL u LI 1�I LJ�' u LI u k uI L� Il 1 LI u Li 1�I LJ�' u LI u k uI LU Il 1 LI u Li 1�I LJ�' u LI u k I hill 1 LI u d 1�I LJ�' II [I[lull hillJI IJI u Il 11JI LJu 1l' IH [ i 1 L II II II LJ 11 II II 1 — J — �•11111 LW II 11 Lill 11 Lill LW 11 ILJ 11 ILJ L ILJ II Id 11 ILJ 11 ILJ 11 11 • u i ,I1 U J L LJ LA Li L II II L J - - - - - - - - - - - - - 1�� `�m11 11 LLu 11 11 II I LW 11 11 II I LW 11 11 II I LW 11 L u LJ J L LJ U U LJ L u LJ J L LJ U U LJ L IIII _I III dIII UIIIIUIII Lill /� .�� - - - - - - - - ,,� .'.1uLJulllJ LLJ Liu LJIIIILJIII LIII Li111 LJIIIILJIII LI11 IIII LIIIILIII LI11 LIII LIIIILIII LI11 LIII LIIIILI_ u L n u u u IIII u 111 1 — — — — — — — — — — — — — — — — — J — — ►- II 1i111u1 Ii111u111i111u11i111Lrli11II Ii111uII L11111IITu1111IITu1111I111 u1111'I�iu1111IITu1111I14u1111IITu1111'I�iuIIA IIIIILVIIIL[J IIII L IIIHL ILJI11 _I III � 111 ..� — L — L — — [ — J — — — — — — — — — — — — — — - — `, LJ [Hi IJLJUIJLJ LI11 � 111 LJIIIILJIII LI11 d111 LJIIIILJIII LI11 d111 LJIIIILJIII LI11 d111 LJIIIILJI i LL — JL — _ — J — — _ — J — — • — JL — — L N.,_ LJ L LJ Il I " — _ J J = — — — J _ — J — _ — J — _' ,` J J 9 LJ L 111 LJ 1 LJ 1 LJ L nil L LJ L LJ L LJ L nil L LJ L LJ L LJ L nil L LJ L LJ L LJ d LJ L I Il LJ 1_ L 11111 - - 11 ' I Il liii " ' I ii Il li ii II II III I LJ,, [0] , ,[] ,IJ,LJj IJ, ,LII,I„Li ,III,I,U ,II,I,I,j II,1 ,L,11,I„L. 111„[1 ,II,I,Iji II,1 ,L,11,I„Li „II 1„ 11,I,I,j I_ I mmillW�� r�r 1 I I Fad„ liadio GRADE I 1- 1- J 5 J R2 ZONING SCALE: I /8' = I 0 ON I I 'x 17 PAPER 5 of SCALE: I /4 = I 1-011 ON 22"x34" PAPER GRADE H STICK FRAME I I WOOD FRAME BUILDING NORTH $ SOUTI-1 ELEVATIONS 1- ' _I-1BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH HARLON S TRACI IV I LES . ESI DENCE SOUTh ELEVATION 20 15 WASI-IINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH ThE ADDESS : 2706 WASH I NTON BOULEVARD IRC 20 15 BUILDING CODES PLUMBING TO COMPLY WITh ThIE PARCEL: P 117653 20 15 UNIFORM PLUMBING CODE FOR FAMILY DWELLINGS DRAWN BY: BRUCE . USTAD DATE: 07/20/20 40R COYDE CO 'w,"G1t. eeA{ , � MURN / / 72'-5" v,�4A 1891 / I / bra r kti~� „ � 26'- 12" / 18' I O / z" / 8' / 19-5 / 14'-8" /— 4'-2" 1 / 3'- I I " / 7'- I O2" / 7'-8" / I5'-52" 2 / 7 6 / I I 42" / 4' 4' / / 3 I I- / WINDOW SCHEDULE / 6 / 0 NO. AMOUNT SIZE FRAME DESCRIPTION (3)2x6's 4R 4 XO AO 6 2'-0" x 5'-0" VINYL PICTURE, DBL. GLAZED U factor ( E .28) GIRDER TRUSS ABOVE TE P. Oj FR STED © I 3'-0" x 5'_011 VINYL SINGLE HUNG, DBL. GLAZED, EGRESS U factor ( E .28) \ II II 3o x 36 XO O C 2 3'-0" x 5 0 VINYL DBL. GLAZED U factor ( E .28) \ j Sox 2oX0� \ y s H \ \ \ \ \ O " SINGLE HUNG, *. \ \ \ II II II II FREE _ 0 0 0 �I= Lu OD 2 5'-0" x 5'-0" VINYL SLIDER, DBL. GLAZED, EGRESS U factor ( E (STANDING°I IILu q SLIDER, DBL. GLAZED U factor ( E .28) e I 3-O x ILO VINYL II 4 22 U - ®FAN p - O PICTURE, DBL. GLAZED, SAFETY U factor ( E .28) 6' 6" F I 3'-0" x 4'-0" VINYL 5 22 U 6' I 0-I 6 6 Master Q FAN 6 Utility I \ © 2 5'-0" x 3' 0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) - 0 2 2 Bath O cfm 6 29' CEILING 8' 92 9 © 8 1 3'-0" x 3'-6" VINYL SLIDER, DBL. GLAZED U factor ( E .28) 9 CEILING Masterl'13- o I, A I I. I�� / I O 0 I 4-0 x 4-0 VINYL SLIDER, DBL. GLAZED, TEMP. FROSTED U factor ( E .28) o IO 3 . 5 32 / 7 Closet N m .� N Master = Linen 9' CEILING oX I 3'-0" x 2'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) 2-9 �,�, Bedroom \ K____ '"o ILING ��y � 03 3'-0" x 2'-0" VINYL PICTURE, DBL. GLAZED U factor ( E .28) © cn VAULTED CE \ / _ 815' I I " XLLH' o -� \ _o 0 8 �� - 1 .I I I �, Garage DOOR SCHEDULE I. - c�� SD / \ _ _ - I -\ I A2-9 = EXTERIOR WALL FAN2 N 9' 4" CEILING U — DESCRIPTION BELOW o \ 26 to 3'-9II� NO. AMOUNT SIZE I 1 16' 0" x 8' 0" OVER HEAD GARAGE DOOR oOA I I.I `- _ IIIII U I I ' 24' 1� 2-2- z u 2 I 3'-0" x 6'-8"x 13/4" INSULATED, EXTERIOR, 20 MIN. SELF CLOSER \ = oX 2 p1IIIIIO Imo \ i 6 Q N �� _ f INSULATED, EXTERIOR FRONT DOOR L i - 3 I 3-0x6-8xI3/4 U' 5'-22" I .I w/ EXHAUST HOOD L z 5/8" GYP. BD. WALL CEILING - 4 I 3' O" x 6'-8"x 13/4" INSULATED, EXTERIOR, I/2 LITE, DOOR 4-2- 3 J / 4' 10" 2'- I O" / " 2 _ CO 50 cfm � ,i,co U 91_51I 5 2 2-0 x 6-8 x l -3/8 INTERIOR WOOD DOOR 29 'L ALARM Kitche� r -1 Ox 6 8 2'-6" x 6'-8"x 1 -3/8" INTERIOR WOOD DOOR VAULTED CEILING Mud N. \ \ I 9' CEILING m • 7 I 2'-8" x 6'-8"x I -3/8" INTERIOR WOOD DOOR I, ' o I • I O3'-6" "11 2 l w k 21_g21 -/ I I '-5" in 8 I 4-0 x 6-8 x I -3/8 DOUBLE INTERIOR WOOD DOOR O = 6 9 I 6' 0" x 6' 8" SLIDING GLASS DOOR, DBL. GLAZED • �� 2 = I 0 I 2'-6" x 6' 8"x 13/8" INTERIOR WOOD POCKET DOOR oV ' 5 6' 6" r=""): 4 2'-9" _ Dining / 4-8 / 3'-911I09' CEILING I2 30 I box 8°OH. GAR. DR. 13' I o© I \ 1/2 LITE I \ \ \ \ 2'-9" _ m - v FURRED-IN \ WALL\ / 7'- I " / 2'- I O I" / 2' 8" NOTES I 0-3" A v - 3-9 2 I 2 53' 6" ALL EXTERIOR WALLS TO BE FRAMED w/ 2x6 @ 16" CTRS. AND 52' - 0X� i 28' I I " / SHEATHED w/ 7/1 6" OSB * 15# BUILDING PAPER EXTERIOR 546 II N o 4'- 12 a_ I I" / 6'-5" / 6'- I " / \ r �o 0 0 0 0 0 0 �o o DN d 2 o r X 8'- I 0" * SHEATHED w/ 1/2" GYP. BD. INTERIOR. 6 SLDG. GL. DR. Great Room 0 \ \ A,, III U VAULTED CEILING O = 6x6 (PT) POST * ALL INTERIOR WALLS TO BE FRAMED w/ 2x4 @ 16" CTRS. AND 9 °- 5 111 w FURRED-INSHATHD w/ I/2" GYP. BD. BOTH SIDES 2-4" 3' S" ED = 15 EXCEPT AS NOTED. oX I ~g,/ \ N g o0000000 O * ALL EXTERIOR WALLS TO BE INSULATED w/ R-21 _ \ m TOILET TO BE LIMITED TO I .6 GALLONS PER FLUSH 2'-9" ti 3' HIGH RAILING �ono " 10'-2" \ O oX Open Above J / 4 5 / m SD SMOKE DETECTOR I I '-5!" c - m Covered Porch 6'-2" ,ALARM CO DETECTOR 2 9 2 = U \ (3) 18 x 24 PIC 9' CEILING !iii °Ln® GAS FIREPLACE OVLRHEAD 30 3 Covered Deck o 9' S'I - 28' oX ENERGY CREDITS PER WSECC Table 406 . 2 9' CEILING N \ / \ \ \ \ \ I I ' �'Go I . 5C Tankless Water heater/Gas, Minimum Afue 9 I I .5 Credit \ 6 6 ALARM 6 26 4'-pill 41 2. 5A itchen� Faucets and 5howerhead I .75 gym 0.5 Credit 23 5D 2 2 8'-S' 6x6 #2 DF POST All Other Faucets I .0 c �m 20 5 I5 20 ED 6161 COMPOSITE = 3. 3D Ductless MInlsllt heat Pump with Zonal Control I .0 Credit rujDECKING _ _ � _ � \ 4. I A . 28 U Value Windows with Z-38 Moor 0.5 Credit Coats o n o Bedroom #3 Linen 26 2 42 Bedroom #2 2, ‹ MORE THAN 1500 SQ. FT. 3.5 CREDITS co 0� 9 CEILING 6 0 3' CEILING �p X � 13' 12'- I O" I 2x I O(PT) ,OL, x 2x10 (PT) LEDGER z E w�, TOTAL CREDITS 3 . 5 Credits II 3- Q _ 2 JOISTS � w/ I/2" STAGGERED �z Q U w 16" CTRS. LAG BOLTS (GALV) -�' u O +' 8 0 @ (2) hOLDOWNS 8 U�� N \ = w/TENSION DEVICE (n m Q Q 6' 7" 61_6" DETAIL#I PER R502.2.2.3 o Q R-10 under all 6-6 (ONE @ EACH END OF DECK) o f, o� heated slabs. Ir 4' 24" MAX. PROM ENDS V �- v .1j__L-L r 6x6 #2 DF POST 5' o \ TUB/ SHOWER \ \ ILOI 1-6" II J II \ * 3o x 16 XO®E / I I '- 112 / 2'-92" 3' 2" / 3' 2" 21-8" -// 12'-3" / / 141-9" / 6'-4" / 14'- I I " / / 6 36' / 2I '- I I " / 12'-6" // SCALE: 1 /8 = I -0 ON I I x 17 PAPER of 1 2 34' 2� / / SCALE: 1 /4" = I '-0" ON 22"x34" PAPER __ 70'-5" / STICKR2 OPRAME VAIN FLOOR PLAN NING Total Fireg area 4694 including garage and MAIN FLOOR LIVING AREA SQ . ET . = 2050 WOOD PRAMS BUILDING DAYLITE LIVING AREA SQ . T . = 1 335 BUILDER TO VERIFY ALL DIMENSIONS f-IARLON � TRACI IV I LES RESIDENCE covered porches and decks. AREA SQ . I I . _ J 385 CONSTRUCTION NEEDS TO COMPLY WITf1 2154 Fire flow provided. No sprinkler TOTAL LIVING 201 5 WASHINGTON STATE ENERGY CODE (WSEC) l� system required. GARAGE SQ . I=T. = 634 . 8 BUILDING TO COMPLY WITH THE ADDRESS : 270G WASH I NTON BOULEVARD !RC 201 5 BUILDING CODES PARCEL: 117653 TOTAL VAIN FLOOR AREA SQ . T. = 2 684 . 8 PLUMBING TO COMPLY WITH THE 20 15 UNIFORM PLUMBING CODE FOR FAMILY DWELLINGS DRAWN BY: BRUCE KUSTAD DATE: 07/20/20 ti;') CODEc0 „ ��W4 11 IT e �n M 71111111131 PC., 1891 N��✓��C O gw`off ro FIELD / 43'-72" / / 29'-3" / / 10' 8" 2' 42"/ 9' 112" / 6'-3" / 14'-42" / / 5' 7" / 1172" / 8'- 10" 3 3'-22" / 1 2'-8" / 1 6'-7" / (3) 2x6's ♦ ♦ ♦ ♦ 30 X 20 XO / 30 X 30XO ® ©20 X 10XO \- II i II II II II i II r 7 17 —i-I WINDOW SCHEDULE NO. AMOUNT SIZE FRAME DESCRIPTION --- e e -Dt--- o ®A 6 2'-0" x 5'-0" VINYL PICTURE, DBL. GLAZED U factor ( E .28) VINYL SINGLE HUNG, DBL. GLAZED, EGRESS U factor ( E .28) 5' 22 o J , 7 22 U O QJ © I 3' 0" x 5' 0"= A Q O — © 2 3'-0" x 5'-0" VINYL SINGLE HUNG, DBL. GLAZED U factor ( E .28) 0 \ ox U0, ( CD 5' 0" x 4' 0" VINYL SLIDER, DBL. GLAZED, EGRESS U factor ( E .28) N Q Wet Bar Q O e- JO 1 3'-0" x 2'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) LL in 2'-9" = _ I on 9'-0" CEILING Crawl Space cncn J z p 0 1 3'-0" x 3'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) 15'-52" \ X�O Q J © 1 2-0 x I '-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) 2'_9" - mW Bedroom #5 U o Garage U 9-0 CEILING _z O N. o - n 8" STEM WALL 8'_3 w w/ 2x4 FURRING x on N Or: REF z 6 lu DOOR SCHEDULE 29' z(3) 2x4's Z L J NO. AMOUNT SIZE DESCRIPTION N. \ 8' 8" ( I ,/ 2 6 __I 6 4 2'-6" x 6'-8"x I -3/8" INTERIOR WOOD DOOR ALARMO ?ILI6 i _19 I G'-0" x 6'-8" SLIDING GLASS DOOR, DBL. GLAZED 10 2 5'-0" x 6'-8"x I -3/8" DOUBLE INTERIOR WOOD DOOR U DRYER WASHER =0 I I I 2'-8" x G'-8"x I -3/8" INTERIOR WOOD DOOR N. N 8 O2 ®FAN ,L, 8" STEM WALL 2'-9" = ( Utility/Storage w/ 2x4 FURRING 13'-62" \ X CD br I I 28 9' CEILING r__J 0 2' 9" -_ m < Great Room \\ I 1 -LJ Q m 9'-0" CEILING r T • E.o 52' = X ® 4'- I " Sp af 4'- I I .. N 2 I 9 I 60SLDG. GL. DR. Z. \ N. \ II II U N 2'-2" / 6'-5" Jr 0- 1 " / o 41 I 26 6 o x N -\ ♦ —6x6(PT) POST 2'-9" = = NOTES : cn 7 7 Oin C 8" STE WALL * ALL EXTERIOR WALLS TO BE FRAMED w/ 2x6 @ 16" CTRS. AND I O 3 \ x w/ 2x4 FURRING / 4'-5" / 5' k SHEATHED w/ 7/1 6" OSB * 15# BUILDING PAPER EXTERIOR 2'-9" = co 8" STEM WALL 0 7_6 I * SHEATHED w/ 1/2" GYP. BD. INTERIOR. = U 2 w/ 2x4 FURRING * ALL INTERIOR WALLS TO BE FRAMED w/ 2x4 @ 1 6" CTRS. AND ♦ -/ I I ' 7" / SHEATHED w/ 1/2" GYP. BD. BOTH SIDES N EXCEPT AS NOTED. ♦ N. L � , * ALL EXTERIOR WALLS TO BE INSULATED w/ R-2 I 23' ®-�6x6(PT) POST 8 I O * TOILET TO BE LIMITED TO I .6 GALLONSPER FLUSH 3-52 26 6 8" STEM WALL w/ 2x6 PONY WALL SD Patio SMOKE DETECTOR SD ,,ALARM CO DETECTOR 4" CONC. SLAB Oxcn Crawl Space o (r) Bedroom #4 p 12'-9" \ �ue2J Op 9'-0" CEILING o N inw c U)9'-32 o O U 6'-52 L J \ \ \ \ ® \ J / I2'-6" ; I2'-6" / 4'-3" / / 29'-3" / 7 SCALE: I /8" = I '-0" ON I I "x 17" PAPER 7 of I 2 SCALE: 1 /4" = I '-0" ON 22"x34" PAPER R2 ZONING D FTRAMEA WOO BUILDING DAYLITE BASEV ENT ELAN DAYLITE BASEMENT LIVING AREA SQ . T . = 145 I BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH h ARLO N $ TRACI MILES RESIDENCE 2015 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE ADDRESS : 270G WAShINTON BOULEVARD IRC 201 5 BUILDING CODES PLUMBING TO COMPLY WITH THE FARCEL: P 117G53 201 5 UNIFORM PLUMBING CODE FOR FAMILY DWELLINGS DAWN BY: BRUCE RUSTAD DATE: 07/20/20 OR cODE,, / 701-5" / w��°F1T y Ac / 29'-3" / 15'-0-1" / 26'- 12" / e �. / 12'-72 ---- " / 10' 62" / 6' 12" / r � ♦ ♦ N�7R 1891 �!� Z X X 1. N rOFIELD[NS� L----_ $ 6" STEM WALL (3)2x6's POST CRAWL SPACE ACCESS 6 STEM WALL 73' SQ. ABOVE 18" X 24" 6x6 WITS MESH Crawl Space \ ~I� I5' 3 I 16 4 2 ( I )HORIZ #4 REBAR (CONT.) 2x6 STUDS @ 16" CTRS. WALL 8" STEM WALL 6' HIGH IN UPPER I ' BY OTHER SPLICE LENGTH TO BE 7/1 6" OSB SHEATHING I 30 TIMES THE REBAR DIA. w/ THICKENED SLAB MIN. FOUR SETS OF TIES 2X6(17) BEARING WALL ABOVE EVENLY SPACED ALONG SPLICE 8" STEM OTHER HIGH � - Garage 8d @ 6" CTRS. I 0-2 (3)2x4s POST BY 6" STEM WALL 24' 4" THK. CONC. SLAB • ABOVE 9-3 ELEVATION • 6" MIN. $ J J -GRADE 29 I HORIZONAL #4 REBAR -1 - 1/2" X 10" A-BOLTS 4" CONC. SLAB @ 24" CTRS. _• 1 II 1 "x3"x I/4" GALV. PL. WH R. 3 J J ♦ L SLOPE TOWARDS DOOR SPLICE LENGTH TO BE - -III ON 4'-0" CENTERS J y 8" STEM WALL I O' HIGH 30 TIMES THE REBAR DIA. w/ I II 1 MIN. OF 2 BOLTS PER PIECE g MIN. TWO SETS OF TIES LOCATED NOT MORE THAN 1 2" FROM ENDS BY OTHER EVENLY SPACED ALONG SPLICE I I OR LESS THAN SEVEN BOLT DIA. 3- 1/2" / 11 2 / 3 / 2x4 FURRING w/ R2 I INSULT g0 FROM EACH END OF PIECE . 8'-82" VERTICAL 48" CTRSEBAR 4" DIAMETER SOLID w/ STD. HOOK 8" • ,�. DRAIN PIPE . , GRADED TO DRAIN BY 4" CONC. SLAB 6" STEM WALL " GRAVITY � 6 / • r --11 a L �J (2) HORIZO#41 REBAR (CONT.) / 15" / 4" DIAMETER PERFORATED A 1 I AIN LENGTH TO BE DRAIN PIPE 4" CONC. SLAB 7 I \ \ \ \ J \ TIMES THE SETS OF TIES DIA. w/ 611 STEM WALL GRADED TODRAIN BY GRAV" " -/2'- I I"/- 3'-4 I TY " -/ 3'-3" / / 16'-3" /- 2'-8" -/ EVENLY SPACED ALONG SPLICE A52' 3 SQ / 8 I 0 3 8 / 2 2 I _3 NOT TO SCALE 6" STEM WALL / I I " - / L T---- \ I- �8�_91 '� s 7�_6�� J 2 I THICKENED SLAB 8" STEM WALL 10' HIGH 1 0" 1 - BEARING WALL ABOVE / '-32" / 6' 3" / L� rJ 4'-42" BY OTHER s / 4 92" See engineering J \ \ Porch \ 15' mark ups for full / 12'-6" g N. height wall details r 1- SIMP. CB6o and locations. I I '-5�" I / 1 4'-5" / 7 6 4" THK. CONC. SLAB 2 #4 REBAR x 24 #4 REBAR x 24 Y---- 6'-2" @ 3 CTRS. SLOPE AWAY FROM HOUSE @ 24" CTRS. I � �I 4" CONC. SLAB FLOOR JOIST �� SIMP. C566 �./ I I 1 '-5" / 2x4 FURRING w/ R2 I INSUL, 28' _ L 1 N I H ♦ ♦ ♦ ' II23' ♦ -- SIMP. PPB66-6Z L I I GRADE • i__1 CRAWL SPACE VENT 18" MIN. 8" STEM WALL 6' HIGH--r: 6" STEM WALL I • BY OTHER Crawl Space NOTES • • ♦ 4" CONC. SLAB CRAWL SPACE VENTILATION J( 12" Jr (2) HORIZ #4 REBAR (CONT.) 1�� 13 298 S.F./ 150 =2 S.F. VENT REQUIRED • I I -3 IN FOOTING 2 6 MIL VAPOR 2 S.F. /.5C NET FREE AREA VENT SPLICE LENGTH TO BE 30 TIMES THE REBAR DIA. w/ BARRIER 4 VENTS REQUIRED $ PROVIDED MIN. TWO SETS OF TIES 6" STEM WALL OVERLAPPED D 12" I ALL CONNECTORS IN CONTACT WITH PORCH SECTION CRAWL SPACE ACCESS WITH PRSERVATIVE-TREADED WOOD ' °' NOT TO SCALE SIMP. CB66 18" X 24" NEEDS TO BE HOT-DIPPED GALV. OR EQUIVALENT. ♦ ♦ ♦ 7 DGI I CI DGI L 4" THK. CONC. SLAB SLOPE AWAY FROM HOUSE / 12' 6" / 36' / SIMP. PPB66-CZ ___/\� 4" THK. CONC. SLAB / 48'-6" / I \ ' J GRADE ♦ VAPOR BARRIER I I G �� i__ • / 18 MIN. SIMP. TOP FLG. JTS. HGR. 4" CONC. SLAB 4- FLOOR JOISTS BY OTHER ER 2x 10(PT) CUT TO 8" SLOPE TOWARDS DOOR j w/ 6x6 WIRE MESH 4- M � I �y I V -• � g ♦ /'• • • „ • \ + _ 0 / (2) HORIZ #4 REBAR (CONT.) 1 2 Jr 8" STEM WALL 6' HIGH 6" STEM WALL ' SPLICEINLEOTTHINO BE �� 4 CONC. SLAB BY OTHER 30 TIMES THE REBAR DIA. w/ PATIO SECTION 6" STEM WALL STEPPED DOWN L ----, MIN. TWO SETS OF TIES w/ 2x6 PONY WALL ___- 0 NOT TO SCALE 9 ___--- 2x4 FURRING w/ R2 I INSUL 8" STEM WALL 10' HIGH Q, ___-- BY OTHER v __----- GRADE �8" STEM WALL 6' HIGH ^ R2 ZONING SCALE: 1 /8" = I '-0" ON I I "x 17" PAPER ____- BY OTHER w/ PROTECT VEOCOVERINOG STICK FRAME SCALE: 1 /4 I 0 ON 2 2 x34 PAPER \ 8 of 12, __--- 4" CONC. SLAB WOOD FRAME BUILDING GRADE _ -- Q Q ♦ V Q R BUILDER TO VERIFY ALL DIMENSIONS FOUNDATION ELAN 4" SOLID ROOF DRAINAGE-- o fi z z z o CONSTRUCTION NEEDS TO COMPLY WITH ~6" STEM WALL 20 15 VVASHINGTON STATE ENERGY CODE (WSEC) h ARLO N $ T SAC I MILES DES I D E N C E 4" PERF. FOOTING DRAINAGE r 2" EXTRUDED POLY. (R10) BUILDING TO COMPLY WITH THE w/ 6 MIL VAPOR BARRIER SECTION A-A IRC 2015 BUILDING CODES PLUMBING TO COMPLY WITH THE AD D LESS : 270G WAS h I NTO N BOULEVARD No poly under 2015 UNIFORM PLUMBING CODE PARCEL: P 117653 thickened slab FOR FAMILY DWELLINGS locations. DAWN BY: BRUCE RUSTAD DATE: 07/20/20 ti`" CODEc0 „ w4 AlliCe ' Y c�� ‘. � M Yt 1891 ) o. i 2' / ak N� 8" STEM WALL w/ 2x6 PONY WALL 4COR 6,` T 1I- -I- r ' 7 71 -I—I rr \\ =JL �L DWG \— --� U) I ,' O U I Wet Bar C,�=�nl L '_� 1--1--(3) 2x6's (TYP) L___� I 9I '-0" CEILING r-BUJ See engineering sheets for Bedroom #5 I_IuJ z structural call outs. s W 7-7 9-O CEILING BLOCKING (TYP) 1 1� -11 U 1 �1 C6 b JLJJ SIMP. TOP FLG. JST. HGRS. L__ I Or-) 6-1 __J III I I I- ID I L - _L IIIEXTERIOR WALL BELOW I /' III REF 1 r\\\ i w Crawl Space ill --J // /(3) 2x4's I 11 \\ I 1 Z - 8" STEM WALL _ � L C---7 TL•-- --- 7TT T� r IT1 -III,, u Ill I ii HI o jl f)RYE" WASHER - I ,_1- `L r II I II I o 4 IL _1L___1 ez 1- FACE FLG. JST. HGRS. I I FAN ,_1- LI (3) 2x6's (TYP) r r N Utility/Storage 0 r \ \\ 9' CEILING _� 1 3'-3" >- BEAM BY OTHER \ I_ co Great Room 1-7 -1-- 7 T 1- - - wlQ CZ9'-O" CEILING I I 11 1I `L r FACE FLG. JST. HGRS. = I ~ I � J O 1(/ 1r J T T-1 8 STEM WALL �L � -� I I I I I _mow/ 2x4 FURRING I - I �O i I Q I I II w u / I I I I r /0 =--im I I I I I O I L1 I _L_LJ_J L L _1w f- ' (3) 2x6's (TYP) O� OH CZ w 1O m O w m m Ln 6" STEM WALL w SIMP. CONCEALED Covered Deck w L SIMP. TOP FLG. JST. HGRS. FLG. HGR. = 1- ____.-1 �� 6x6#2 DF POST 1 r \ 4-�8" STEM WALL w/ 2x6 PONY WALL az COMPOSITE \-Ti_ DECKINGrj 11------r-1 II OH Ir -I , m Bedroom #4 r---1-' Crawl Space ALL HEADERS BEAMS Q 2x I O(PT) 9' 0" CEILING \\ TO BE SIZED BY ENGINEER 2x I 0 #2 DF LEGDER JOISTS \ co w/ 1 /2" STAGGERED LAG DOLTS (GALV) co@ I 6" CTRS. O 6 STEM WALL (2) HOEDOWNS w/ TENSION DEVICE r .,/ �� ,'� 0 PER R502.2.2.3 (ONE @EACH END OE DECO R - ---T, r�r n i -Er � r h_ MAX 24" PROM DECK ENDS FACE FLG. JST. HGRS. 1 I FLASHING < ` _1L—---JJ I L r \ I I E-- FLOOR SHEATHING NAILED AT (2) SIMP. DTT2 2x I 0 (PT) LEDGER I J FACE FLG. JST. HGRS. 6" MAX. ON CENTER WTO 1/2' (GALV) ALL THREAD w/ 1/2" STAGGERED JOIST WITH HOLD-DOWN LAG BOLTS (GALV) ill COMPOSITE DECKING (2) HOLDOWNS DOUBLE JOISTED r - w/ TENSION DEVICE �l !dr_ 2.5" DETAIL# 1 PER R502.2.2.3 iiffil I.;,' , (ONE MAXC FROM FH END ONDS DECK) FLOOR JOIST ��I 2x 1 0 #2DF JOISTS 1/2" STAGGERED LAG BOLTS (GALVITN SIMP. LUS2 10 @ 16" CTRS.JOISTS HGS. w/ WASHER UNDER SCREW HEAD I $ BETWEEN LEDGER $ WALL 2x I 0 #2 DF LEGDER SECTIONAL NTS SIMP. LUS2I0 5" 5" 5" JOISTS HGS. / / / / / /7 p M 2" I SCALE: 1 /8" = 1 '-0" ON I I "x 17" PAPER i' y 2" SCALE: 1 /4" = 1 '-0" ON 22"x34" PAPER �9 of 12 � R2 ZONING 2x10 #2DF WOOSTICK D FRAME BUILDING VAIN FLOOR Ff�AI�/ I NG PLAN 1/2" STAGGERED LAG BOLTS (GALV) JOISTS 2x I O #2 DF LEGDER w/ WASHER UNDER SCREW HEAD @ 16 CTRS. $ BETWEEN LEDGER * WALL BUILDER TO VERIFY ALL DIMENSIONS DETAIL # I (R502 . 2 . 2 . 3) CONSTRUCTION NEEDS TO COMPLY WITh hALON $ TRACI VI LES RESIDENCE NTS 20 15 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE AD D LESS : 270G WAS h I NTO N BOULEVARD !RC 201 5 BUILDING CODES PLUMBING TO COMPLY WITH THE PARCEL: P 117G53 20 15 UNIFORM PLUMBING CODE FOR FAMILY DWELLINGS DRAWN BY: BRUCE . USTAD DATE: 07/20/20 eI';) CODE c0 „ w4 1'TY � c 1891 As (17c°',,,4 C 0*� `�� / 16' 32„ / / I 0 8 / AFIELD«' / 2 5'-3" / C I .4" / I4' I II 2 / I '-4" / / 8' / / I -4 "> ENG. TRUSSES / 23'- I I " / / I -4 7/12 PITCH \- y y \ 1 '-4" I - I _ I I '-4" \ \ \ iil L-L _.$)-- -- �1I r000� I/ FREE �I r- I � 1HI I q ITJJ J 1\\ STANDINGJI L L �J r II 1 1 ��\ I i 1 ENG. TRUSSES j - �- LiL ` �FAN ILI 1 ., III @ 24" CTRS. 1 �• Master /�\ ,___� �, = I 10/1 2 PITCH 1 \\ Bath �i FAN / II Utl i I I 1 9' CEILING 50 cfm / II 9' El I 10'-52" ___ Master Q (2) 2x6's Master f �, Closet �Ih �- I ENG. STICK FRAME Bedroom Linen 1 1 9' CEILING Iu T --H @ 24" CTRS. VAULTED CEILING 1�� I 1 1 1 1111 j Ij 10/I 2 PITCH I I I " 15' 11 11 IrTI� _-- \\ 11 1 11�1 it L- -I li (2) 2x6's \ l l i 11 I� )) _ \ 11 j I I , - -- `, 111 ,- \\1j IL1JJ� /Z�\FAN - I �- - - -=-J ; _ . cn Garage /� �� I JJ L - r J - - ��J I �� i Wo 9' 3" CEILING \ / - - ENG. SCISSOR TRUSSES / -- I j� 'I • 24" CTRS. -- �+� +�-- - - I ---- T N 24' 26' 8" 1 5/12 INSIDE PITCH _@� / J 10/1 2 OUTSIDE PITCHRANGE - - w/ EXH OOD I I I cp ENG. GIRDER TRUSS 29' , 50 cfm 1 II. J 10/1 2 PITCH _ 1 I ► U Kitchell 1 r 7 \ L--7 F VAULTED CEILING L___1 ii ' U • -7--7 - -1 r17--71 1 9' CEI INS. 1 I 1 11r -ir ®1I III 1 ENG. GIRDER TRUSS 1 I o 11L_JL_I_J11 II uL I1 I--N /- 2 I O/I 2 PITCH_ L L-_LL---41 II L 11 11 I- 4- -I III I 11 \ L J �L-r�1 11 \ I (2) 2x6's ----T L'--_1 ENG. STICK FRAME /' Dining @ 24" CTRS. I / T- 9' CEILING 10/ 12 PITCH 1 11 \ — 11 \ 1 11 (2) 2x6's J -T f _I -� -T--__I \ �TT-T7 T T1 T 7T I _ - - 1 1L4" 28-8-2 I 1 54' 8" 52' ENG. SCISSOR E1==-4-�--7 I I T \ TRUSSES I I 1 1 1 / 16' / ENG. SC@I524"CTTRS. \ r o0oa o01oI IoIo I , DN 1 I L _ _ - - - - 7 12 OUTSIDE ITCH 12 INSIDE PITCH r �7 fi \ __-- ----7 / 1 1 1 1 I 1 I I _1 I I I 1 1 1 1 I 11 I = 6x6 (FT) POST 8' L_I-J_1_L-� J 1 j ��g FURRED IN Great Room �� o � � � � I JJ 1 0 ez VAULTED CEILING J m w _ 2 O w m ENG. STICK FRAME \ // _G Covered Porch @ 24" CTRS. ENG. STICK FRAME / 91 CEILING 10/12 PITCH m GAS FIREPLACE @ 24" CTRS. / - 2' -/ Covered Deck I- T - 9' CEILING �� TT 2x I 0 RAFTERS y \ r---- \ / ----� 3/12 PITCH I ' 4" \ LL I \_-- _LI J L - _ �, HEADER BEAMS __ �; L __= ENG. GIRDER TRU . BY OTr1E� 1 I �- -- 7 10/12 PITC 4 6x6 #2 DF POST \ - - / �\ N i II i// 1 1 N I \ / I w I \ / II o Bedroom #3 1Linen� 1r _ boats114Bd o�� #P 9' CILING I oo ___ I 11 / Imj I 19 C•ILI z LLB J - CO iii< \i _I--1-n d---' }, aZIJlL_c. UL—— Q) (�w``�O / Li 46 �� fn mU — rIT� V) 1 / — %- 1 // 0 ��\ LU1j V \\ I 1 -T1 T,---------)n 1 \ \ \ T I I -------` 1 1 T-7 Z J \ I '-4" I La" I I L` 4-- L 1 I I '-4" \ T 2'- 10" • L-T-=� - T 1 '-4" ENG. TRUSSES \ T 7/12 PITCH Jr / 6' 4" / / 1 -4" ENG. TRUSSES 9 / 1 0/1 2 PITCH / I 2'- 112" / 23'-8" 9'- 102" / 1 '-4"/ / 46'-6" / /1 '-4" / 49'-2" / I 0 SCALE: 1 /8" = I '-0" ON I I "x 17" PAPER 1 0 of 12 R2 ZONING SCALE: 1 /4" = I '-0" ON 22"x34" PAPER STICK FRAME WOOD FRAME BUILDING �001- FLAN BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH H AI�LO N E T I�AC I MILES DES I D E N C E 2015 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE IRC 2015 BUILDING CODES ADDRESS : 2706 WASHINTON DOULEVAKD PLUMBING TO COMPLY WITH THE 2015 UNIFORM PLUMBING CODE PARCEL: 1= I 1 7653 FOR FAMILY DWELLINGS DAWN BY: BRUCE RUSTAD DATE: 07/20/20 / 14'-6" / �Q AFp4tCOD -D„ ENG. STICK FRAME Ali?, y @ 24" CTRS. C_I > .k' �n10/12 PITCH M I F.I- r _ -I 1-7 I Y �� 4C0*% �` 1 I -_ 1 tI I FREE _11 1 =� ICI I OF1E�n«'se I 1 1 1 STANDINGJI 1 I II- II II 1 w 1 1 I LL JJ J \�-----_1 L LL- I II /;\ 1 I ENG. TRUSSES 1 I o -- I L�LI ;TAN �, I @ 24 CTRS. 1 I_I � �\ Master l % FAN L1H Uti . I I 10/12 PITCH \ 9'BCEaI Bath 50 cfm 11 9' EI I ENG. STICK FRAME iv ____� �/ Master Q 1 @ 24" CTRS. f\' (2) 2x6's Master - Closet IJih _-J I 10/1 2 PITCH Bedroom Linen 1 T �rj 9' CEILING I I lu j I VAULTED CEILING ,,, I- 1��,\ _I �\ 1'I I 1 111 /• I�°J'�I ENG. GIRDER TRUSS 15 - I I 15- II III II Irn� \ 11 I 1 I 1 Ip1 - 10/12 PITCH III `� II 11 I I __ �(2) 2x6's \N III // \�1i j�U11- =�)`/Z�FAN,� r- - - -- IJ 1 ; _ . �� n Garage /� — I L� J J _ ILJ 1Nub 9 3 CEILING ENG. SCISSOR TRUSSES / � o = o �'� I • Q rn - @ 24" CTRS. 1===� � -� -- - - 1 \I , ---- _N . I 5/12 INSIDE PITCH 1 O = O L \ T - J QN 0 I 10/12 OUTSIDE PITCH - - J 1 frw/ EXHAUST HOOD I 1 I z 029' 29' A 50 cfm I I I -I I w Kitchen 1 ' • r 1 z , ,"- .. .< 1_ I VAULTED CEILING ��__�A I u D 1 I 1 11® 7r ®�I III II 1 9' CEI INS ^ I ENG. GIRDER�RUSS 1 W 1 II D `' ! 1 1 o IL_J�_JI 111 11 / L L--J� �J III �\ ^ r � -� III 11 11 \ " L J ill- -LJ1 j1 \ L- 1 (2) 2xG's ENG. STICK FRAME // I I 1 Dining @ 24" CTRS. / I Fr- N 1 1 9 CEILING 10/12 FITCH 1 II I 3' I " / -— 1 11 \ 1 (2) 2xG's _ 11 \ I I } ITT T-I- T T 7� .r - --� . - .< \ A 1 1 ENG. SCISSOR TRUSSES 1 1 '� �` @ 24" CTRS. I- o_0000000_0i= i DN 12 INSIDE PITCH I L - -- - - - 751 2 OUTSIDE ITCH L fi B ---- ---- 1 1 _ 1 I I B PEAK OF INSIDE / / 1 1 i w 5/I 2 INSIDE PITCH -+-�_��-�- -J OVER KITCHEN GREAT ROOM ENG. SCISSOR TRUSSESC I I II = 6FU (PT) POST 5/12 INSIDE PITCH @ 24" CTRS. Great Room 8 6-L-1-J_1_L-L 4 J J1 I ^^O 0" FURRED IN 0 0 0 0 0 0 0 0 0 0 0 I..L O 5/12 INSIDE PITCH r VAULTED CEILING I �J 7/12 OUTSIDE PITCH = °� A Q ° > m m \ L \ / O ENG. SCISSOR TRUSSES ENG. SCISSOR TRUSSES A Q ENG. STICK FRAME /� U A @ 24" CTRS. @ 24" CTRS. m GAS FIREPLACE / I 5/12 INSIDE PITCH ENG. STICK FRAME 5/12 INSIDE PITCH @ 24" CTRS. 10/12 OUTSIDE PITCH @ 24" CTRS. 7/12 OUTSIDE PITCH ENG. STICK FRAME F_ /7 -- 2 3/1 2 PI CEH S I PER SECTION C-C 10/12 PITCH @ 24" CTRS. I J I ENG. GIRDER TRUSS 10/12 PITCH I __I J 1_ __ 7 10/12 PITCH ENG. GIRDER TRUSS T r ENG. GIRDER TRU . 10/12 PITCH Covered Deck I r___' �___7 x x x x x x x x x �,� 1 \ / I 0/12 PITC , I ENG. STICK FRAME 6x6 #2 DF POST I \ I- / 4" CTRS. 0/21 2 PITCH 7 __ eZ \ / II 1 1- Bedroom #3 inen 1 ;1 �r _ Coats 1 'Bd,- oo r 12 0 9' CEILING I I j1 / �� I 11 9 C•IL # m C-_-_-_ II /� II 1:1 C-_-i \ I- __ PEAK OF INSIDE �� L�JJ �� [u \ 71 �'J IL L-- 719 5/12 INSIDE PITCH w �__ z Q EOVER MASTER BEDROOM \\ Na'2 J��o - /�V) m i�= rl-h I 1 ENG. TRUSSES I 7 0 � � I11 0 N 11 k k k k k k k 5 @ 24" CTRS. // U ((\\_ Iffi_1-I 0 \\ 7/12 PITCH L-_ -L- � 11 ] 1- ITFT 11 L _IL---LI /7 _I u---_I L - J I I 6 x x x x x x x L �-4__ �� — 0 —_ _Ai- )-1 7_ 14'-6" 24'-7" 9'-5" , • 1 2'-6" i i 23'-8" i 9'-5" i SECTION D-D � 46'-6" /— 2' / 48'-6" i ENG. SCISSOR TRUSSES ENG. GIRDER TRUSS ENG. STICK FRAME ENG. GIRDER TRUSS @ 24" CTRS. ENG. STICK FRAME DORMER 10/12 PITCH @ 24" CTRS. I PITCH R2 ZONING 5/12 INSIDE FITCH 1 2 @ 24" CTRS. s X 10/12 PITCH STICK FRAME 7/12 OUTSIDE PITCH 3 3/I 2 PITCHWOOD FRAME BUILDING 12 BUILDER TO VERIFY ALL DIMENSIONS CONSTRUCTION NEEDS TO COMPLY WITH 12 7 20 15 WASHINGTON STATE ENERGY CODE (WSEC) ENG. SCISSOR TRUSSES ENG. SCISSOR TRUSSES 7 5/@ NSIDE PITCH @ 24" CTRS. BUILDING TO COMPLY WITH THE 10/12 OUTSIDE PITCH 5/1 2 INSIDE PITCH IRC 201 5 BUILDING CODES PER SECTION C-C 7/12 OUTSIDE PITCH PLUMBING TO COMPLY WITH THE OPEN 201 5 UNIFORM PLUMBING CODE FOR FAMILY DWELLINGS 12 12 � I I 5 5 SCALE: I /8" = 1 '-0" ON I I "x 17" PAPER 11 of 12 , SCALE: I /4" = I '-0" ON 22"x34" PAPER k x x x x x ROOF SECTIONALS A k A- A- Ar A- hARLON $ TRACI MILES 'ESIDENCE i 12'-G" i)( 23'-8" Jr/ 9'-5" i i 12'-6" / 24'-7" Jr 9'-5" i 24' 7" ADDESS : 270G WAShINTON BOULEVARD • i 46 6„ 'i 46'-6" i PARCEL: P 117653 SECTION A-A SECTION B-B DRAWN BY: BRUCE RUSTAD DATE: 07/20/20 �QFORCODScD „ w� VC Y cCAW 16 � M N��(✓ NCO*%. 1891 , `off ro FIELD‘1.45 3 TAB SHINGLES 15# FELT 7/1 6" OSB SHEATHING NAILED w/8d @ 6" CTRS. AT ALL SUPPORTED EDGES $ 8d @ 10" CTRS. @ INTERMEDIATE SUPPORTS. FACE GRAIN PREPENDICULAR TO SUPPORTS. USE METAL"H" CLIPS AT UNSUPPORTED EDGES. RIDGE VENT ENG. 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BD. �i� will Hill iiiiii iiiiii will Hill iiiiii iiiiii will Hill iiiiii LH , will Hill iiiiii iiiiii ILI SEE ELEVATIONS FOR SIDING a 7/1 6" OSB. BLOCK ALL PANEL EDGES $ `Af_ w/8d @ CTRS. AT PANEL 12'" CTRS AT EDGES l MIN INTERMEDIATE FRAMING 2x6 @ 16" CTRS. WALL _ VAPOR BARRIER R-2 I INSULATION 9' 3/4" CDX OR OSB T*G. GLUE AND I/2" GYP. BD. NAIL w/ RUNG SHANKd's 6" CTRS. EDGES *12" CTRS N THE FIELD. FACE GRAIN PERPENDUL,P\R TO SUPPORTS. - 36" hlGh RAILING = ,sreel I��,�� ALUM. FRAMED w/GLASS rat.:1Hr-Zt Ma jin 4 iaRslf 4'1 G RAD E (2) SIMP. DTT2 11rr1 JOISTS BY OTHER 1/2" (GALV) ALL THREAD \ L\ 2x 1 0 #2DF LEDGER =T _ 6x6 #2DF POST / I/2" STAGGERED LAG BOLTS (GALV) R 38 INS. Y / SIMP.PPB66 6Z w/WASHER UNDER SCREW HEAD $ BETWEEN LEDGER$WALL I / 6x6 #2DF POST-----„T 9' Q 8" STEM WALL 2" RIGID INSUL. R-1 0 ADHERED TO CONC. w/ PROTECTING COVERING / w/WATER PROOF COATING ON CONC. 5IMP.PPD66-6Z w/ 2x4 FURRING INSIDE g 7 , GRADE I , , I , , , , , , , , , , � / , 4"TH . CONC. SLAB STAI KS : 2" EXTRUDED POLY. (R 10) 7-3/8" RISE 4"THK. CONC. SLAB w/ PROTECTIVE COVERING 10"TREAD 36" HIGH RAILING PER CODE SLOPE AWAY FROM HOUSE FINIISHED NOSING OF THE STAIRS NEEDS TO BE 3/4" - I-1/4" THE MAX. RISER HEIGHT IS 7-3/4"WITH A 3/8" VARIANCE THROUGHOUT RISER HEIGHTS; 4 A TREAD DEPTH OF 1 0" MIN. WITH NOSING I I" MIN. WITH A 3/8" VARIANCE THROUGHOUT TREAD DEPTHS. INSTALL FIRE STOPS TOP $ BOTTOM ENCLOSED USABLE SPACE UNDER STAIRS TO BE I- hR FIRE-RESISTANCE CONST. 5/8"TYPE "X" GYP. BD. HANDRAIL TO HAVE GRIP PORTION NOT LESS THAN I-1/4" OR MORE THAN 2" IN CROSS SECTIONAL DIMENSION WITH 1-1/2" BETWEEN WALL AND HANDRAIL. FRAME WITH (4) 2x 12 STRINGERS 12 SCALE: I /8" = I '-0" ON 1 1 "x 1 7" PAPER 12 of SCALE: 1 /4" = I '-0" ON 22"x34" PAPER STICK FRAME SECTIONAL DETAILS WOOD FRAME BUILDING BUILDER TO IFYCONSTRUCT ONVNEE ST O COMPLY WLL ITH HARLON $ TRACI M I LES . ESI DENCE 201 5 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE ADD LESS : 270G WASH I NTON DOULEVAKD IRC 201 5 BUILDING CODES PLUMBING TO COMPLY WITH THE 1'AKCEL: P 117653 201 5 UNIFORM PLUMBING CODE FOR FAMILY DWELLINGS DRAWN BY: BRUCE . USTAD DATE: 07/20/20 STANDARD PLAN F- I 0 . 12-03 - CONCRETE CURBS STANDARD PLAN F-80 . 10-04 - CONCRETE DRIVEWAY ENTRANCE Fp4iCODEcc�A MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS w4 iiiiit,1Y .e �n VARIES(SEE CONTRACT) 0•CURB VARIES 12"TO 24" S- FACE OF CURB FACE OF CURB ^C- FACE OF CURB BROOMED (SEE NOTE 1)m VARIES(SEE CONTRACT} Y 1891 ��`j VARIES I 8 1/2" 8 1/2" VARIES FROM 6"(IN)TO 0"(IN)- FINISH(TYP.) I BROOMED 4 N% ' "/ y C•Z 1". y 10 TO 22 F 1 I , MAINTAIN 1H:BV SLOPE if fr/' VVV 1 318"(IN)EXPANSION JOINT( YP.}- FINISH TYP.} DRIVEWAY S f //� CEMENT CONC. PEDESTRIAN CURB(TYP.) r { ✓� C�R 1" IN R, (SEE CONTRACT] 1"(IN)R. I 5 112" 1" I VARIES 1"(IN) ON SIDE OFCURBSEE STANDARD PLAN F-30.10 (SEE NOTE 1) ENTRANCE �Tr � ( ) I 1" IN R. I • R. ! SEE STANDARD PLAN F--10.112 CONTRACT)I (WHEN SPECIFIED IN - SIDEWALK MA� FiAWAY MATCH ROADWAY [ MATCH ROADWAY CEMENT CONC.SIDEWALK CEMENT CONCRETE __ � tir (TYP.) 112"[IN)R. MATCH ROADWAY I SLOPE / 3/8"(IN)EXPANSION JOINT SLOPE SLOPE SLOPE 112" 1N) R. o - + I ( 3"(IN)R. (TYP.)-SEE STANDARD SIDEWALK ii 1/2"(IN)R. b 1/2"(IN)R. 4 °pP 1/2"(IN) ROADWAY 112"(IN) ROADWAY PLAN F-30.10 S ROADWAY ..L 6 - •8 ROAD Y _ R. I o- + !2.096'1 R. (TYP.) • 1 p - i�p • 4 , r r 4 • p . - 9 • I LL p n . �/ r, //' MATCH SIDEWALK WIDTHCO .ti ' " I ni - Pp • (SEE CONTRACT) a n ' 1 - I •4 - • • FLUSH WITH GUTTER PAN AT CURB ;Ir I *' Ott `� ' y LIP AT DRIVEWAY 1/2' (IN) I VERTICAL ' �� 11:1 - (SEE CONTRACT) 1' 6" I I 1'-6" 7 11112' 11112" I - j . a) I�' % / r ; 1 i 121 DUAL-FACED CEMENT CONCRETE I CEMENT CONCRETE I DEPRESSED CURB SECTION ' TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER I AT CURB RAMPS AND PLAN VIEW f CEMENT CONCRETE CURB DRIVEWAY I DRIVEWAY ENTRANCES CEMENT CONCRETE f AND GUTTER(SEE NOTE 3) 5'-0" 2'-8" TAPER(TYP.) DRIVEWAY ENTRANCE �� USE THIS DETAIL I TYPE 1 �L�RB{(SEE NOTE 3)J PLAN VIEW SIDE SLOPE(TYP.) L J NOTES {TYP.} (TYP.)F 1. When the driveway width exceeds 15' (ft), construct a full depth TYPE 2 15'MAX.(SEE NOTE 6] VARIES 15'MAX.(SEE NOTE 6) expansionjoint with 318" (in)joint filler alongthe drivewaycenterline. B" - p 1/2"(IN)LIP BETWEEN GRADE (TYP.) (SEE CONTRACT) (TYP.) See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER 1"(IN) R. GEMENT CONCRETE BREAK GRADE - GRADE BREAK with the centerline as required at 15' (ft) maximum spacing whenAND CURB,OR SEE 112"(IN)R_ �! (SEE CONTRACT) (SEE CONTRACT) 6' CURB RAMP, LANDING, BREAK -\ NOT STEEPER THAN T) CEMENT CONCRETE OR 112"(IN) R. ** * * "v driveway widths exceed 30' (ft). CONTRACT PLANS vo i ASPHALT CONCRETE 1"(IN) OR DRIVEWAY _______..._ ROAD GRADE f 1 See Standard Plan F-30.10 for Curb Expansion and i; SIDEWALK OR PATH VARIES FROM • R ENTRANCE ill Mil. Contraction Joint spacing and see Standard amain 111i 2. See Standard Plan F-30.10 for sidewalk details- 112"(IN)R. (TYR) * a DEPRESSED CURB AND or) T_ Specification Sections 8-04 and 9-04 for • • 3. Curb and Gutter shown; see the Contract Plans for the GUTTER(SEE NOTE 3) J 1 8"(IN)TO 0"(IN) additional requirements. PEDESTRIAN RAMP -' a PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for 11111111111111 6. to \-0 • CEMENT CONCRETE Curb Details. 1 3/8"(IN)PREMOLDED JOINT FILLER I SIDEWALK __ 3/8"(IN)EXPANSION JOINT(TYP.)- DRIVEWAY / r (TYP-) SECTION A J (WHEN ADJACENT TO CEMENT --_- 318"{IN) PREMOLDED SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP CONCRETE SIDEWALK) JOINT FILLER or other obstructions in front of driveway entrances. 3I8"(IN)EXPANSION JOINT(TYP.).- 1/2"(IN) LIP BETWEEN SEE STANDARD PLAN F-30.10 ROADWAY GUTTER 5. Where 'GRADE BREAK" is called out, the entire length of the SECTION 0 CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN CURB (SEE CONTRACT) (SEE CONTRACT) AND CURB(OR SEE line between the two adjacent surface planes shall be flush. CONTRACT) LEGEND AT CURB RAMPS, LANDINGS, 1/2"(IN)R. 6. The Pedestrian Ramp length is not required to exceed15 feet AND DRIVEWAY ENTRANCES (TYP.) o' DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying - SLOPE IN EITHER DIRECTION 7::$ (SEE CONTRACT) AND GUTTER the 15-foot max. length (measured from back of sidewalk) the 1.5%OR FLATTER RECOMMENDED FOR - ----- _ . �� * ip (SEE NOTE 3) o •' �� running slope of the pedestrian ramp is allowed to exceed 8.TA. * DESIGN/FORMWORK(2%MAX.) oP�TRI ;. "f Use a single constant slope from bottom of ramp to top of °' T fr'� DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance 7.5%OR FLATTER RECOMMENDED FOR �� z 0Q 9PASAJ * * DESIGN/FORMWORK(8.3%MAX.) 0'( WAS7jf� �� (13 CC FACE OF CURB - FACE OF CURB ti�� DRIVEWAY 2_31B"(IN)EXPANSION JOINT(TYP.)- of 15 feet. {SEE NOTE 6) C c ' 1i1 FACE OF CURB �j,, 5 u F VARIES 12"TO 24" a 5 F• „- `fL r _1 (SEE NOTE 7) SEE STANDARD PLAN F-30.10 FACE OF CURB u7. Beyond limits shown. Pay item does not include driveway. iQ m VARIES ' 71/4" rr� 'r: a SECTION lJ See Contract Plans. 10'TO 22" - 1 61/2" ;� `J "CEMENT CONCRETE DRIVEWAY -o , (SEE CONTRACT) � +p Z ENTRANCE TYPE 2"PAY LIMITS p g 5 112 1" 1 1l2"(IN)R. O 34363 S� U_LU "CEMENT CONCRETE DRIVEWAY 1O CONTRACTION JOINT(TYP.)-SEE STANDARD PLAN F-30.10FOR RAMP LENGTHS E O� �� 28680 i4 u ❑ 1"(IN)R. 1"(IN)R. 1/2"(IN)R. 1"(IN) R. 1I2"(IN) R. A J. �6`I ST,0„ �� ENTRANCE TYPE 1"PAY LIMITS CONTRACTION JOINT EQUALEY SPACED 4R THAN 8'-0'ORM MIN. $�s CI 5T R�� . ` 4 ONAL B� y0NAL CD 1DRIVEWAY _ f Zdlir,Suns ROADWAY/ ROADWAY 111 ` o - 1:: v • m c . e to ROADWAY v m ROADWAY - n ' a Barry,Ed116 Q� �� n a•• �" c May 6 2014 3:3] PM (SEE NOTE 7) DRIVEWAY • v y a C (SEE NOTE 7} Jul 1:?016 4:26 PM o . a 1.,14CEMENT CONCRETE ' • I, CEMENT CONCRETE CURBS - DRIVEWAY ENTRANCE t.P. . • Ix P . A CL.4D00 CONCRETE �/ a ' • C!. 4000 CONCRETE I TYPES 1, 2, 31 & 4 '• • • 1 ' • STANDARD PLAN F-10.12-03 PER STANDARD SPEC.8-06.3 PER STANDARD SPEC.8-Os.3 f STANDARD PLAN F-80.10-04 SHEET 1 OF 1 SHEET 1 3/4'' ,1 3/4" 8 1/4" 8 1/4" SHEET 1 OF 2 SHEETS ---- APPROVED FOR PUBLICATION APPROVED FOR PUBLICATION =itit* na�� C tcx,kIT '-6�'Lsrr J""1 1 2014 1125 PM - C4G. 1`a Jul 1521:1152:27 PM axg, STATE PE&ONCHOKES ISOMETRIC VIEW ; - ISOMETRIC VIEW STATE OEsicrlENCIu�R DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENT `�/ Washington State Department of Transportation CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURB Washington slate Department of T.anep.rmGoN TYPE 1 ^' PAY LIMITS TYPE 2 ^' PAY LIMITS -•- STANDARD PLAN F_30 . 1 0_03 - CONCRETE SIDEWALKS STANDARD PLAN F_80A 0_04 - CONCRETE DRIVEWAY ENTRANCE MAX 20' DRIVEWAY WIDTH PER STR-28 OF EDS STANDARDS 1' 0" 6" SIDEWALK SEE B 112" BROOMED FOR SIDE TREATMENT SIDEWALK 6 112" VARIES 318"(IN)EXPANSION JOINT(TYP.) (SEE CONTRACT) F -_ - CONTRACTION FACE OF CURB ;3 , FINISH(TYP-) �' (SEE CONTRACT PLANS} SEE STANDARD PLAN F-30.10 1'-0" I'-d' SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) JOINT 5 1/2" 1" (SEE CONTRACT) �1 ROUNDING 21 1 11T(IN)R.(TYR) CURB NOT INCLUDED IN BID ITEM- 1/2"(IN)R.{TYR) v CEMENT CONCRETE \`p '- MATCH SIDEWALK WIDTH 2.0%MAX. t 70 v 2.0%MAX- SEE STANDARD PLAN F-10.12 1 �� • 4 SIDEWALK , ,MATCH SIDEWALK WIDTH i ��Q�R�`1 • ' , • v 1"(IN)R: ROADWAYI • * (SEE CONTRACT) ---c 6'-0" - VARIES - 6'-0„ t N , . 1V. . • S A • .vtv - (SEE CONTRACT) S ' SEE RAISED EDGE 3/8"(IN)PREMOLDED SEE CURB FACE DETAIL a • y \\\ I DETAIL-•THIS SHEET JOINT FILLER . ,' '„ i ` s. [ \-. ' 3/8"(IN) EXPANSION JOINT(TYP.)- T WITH RAISED EDGE • ��\~ C) - SEE STANDARD PLAN F-30.10 �� BROOMED MONOLITHIC CEMENT CONCRETE " \ FINISH(TYP.) FINISHED GRADE 1"(IN) BELOW .,,• U F F 1 8" B 1I2" 7" TOP OF CONCRETE SURFACE CURB AND SIDEWALK 0 a - \ 2'-0" SIDEWALK NOTE „ " \ 1,-0„ 1 MIN. �+ (SEE CONTRACT) CURB FACE DETAIL „ \ 0 " \�\\�\� 1rr[IN)R.(TYP.] 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible .,° - �" .., °" i `�. ROUNDING CURB NOT INCLUDED IN BID ITEM route free of vertical and horizontal obstructions. Gratings,Access Covers, EXTEND SIDEWALK TRANSVERSE EXPANSION SEE STANDARD PLAN F-10.12 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the JOINTS TO INCLUDE CURB(FULL DEPTH) / i ,2.096 2.0%MAX. �1 �� r �. ,`- sidewalk must have slip resistant surfaces, be flush with surface, and match � / 7 .r 7 ' grade of the sidewalk. ', (SEE NOTE 1) 2'-6" 2'-fi" \_ CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) CEMENT CONCRETE Q� r��l /,�� q , "(IN) L BUFFER STRIP(TYP.) 0CURB AND GUTTER SIDE SLOPE(TYP.) CURB AND GUTTER -' yC A� • J 1 PREMOLDED INN WALL OR BARRIER \, (TYP•) (TYP•) (SEE NOTE 3) (SEE NOTE 3) t'lk JOINT FILLER t�'` , PLAN VIEW PLAN VIEW ADJACENT TO CURB a TYPE 3 DRIVEWAY SLOPE(TYP.)NCE TYPE 4 (STEEP FILL SLOPES) SIDEWALK a , •• BROOMED FINISH(TYP.) z 112"(IN)R, �" 4"• (IN)WIDE,SMOOTH TROWELED 1❑ Icc 12 1 +THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE 1'-0" 51DEUI__ '' ell U 1 ALL CUT O SLOPES f MIN. (SEE CONTRACT) Q� CEMENT CONCRETE CURB co 0 112"(IN)R(TYP.) v (CURB AND GUTTER SHOWN) CURB NOT INCLUDED IN BID ITEM NOT INCLUDED IN BID ITEM ¢ J 2.095 1 2,1]%MAX. 318"(IN) PREMOLDED e p 112"(IN)R. (TYP.) MATCH SIDEWALK WIDTH y (SEE CONTRACT) F {SEE CONTRACT} SEE STANDARD PLAN F-10.12 SEE STANDARD PLAN F-10.1Y1. m 1V �� JOINT FILLER (SEE CONTRACT) 4H= �[E� D 4 DRIVEWAY 112"(IN)LIP BETWEEN ROADWAY 11 1!2"(IN}LIP BETWEEN ROADWAY F� (SEE NOTE 7) * �� - GUTTER AND CURB(OR SEE 1/2"(IN) R.(TYP.] `P GUTTER AND CURB[OR SEE 318"(IN)PREMOLDED .:�-, .r -- CONTRACT) CONTRACT) JOINT FILLER : r SIDEWALK ADJACENT TO WALL DETAIL Q v • ° ADJACENT TO CURB r' r SIDEWALK DRIVEWAY BRIDGE OR PEDESTRIAN ;�r .' J DRIVEWAY DEPRESSED (SEE NOTE 7) EWAY J� DEPRESSED RAILING ,....ter.-' , .mil 3/8"(IN) EXPANSION JOINT(TYP.)- J RAMP CURB AND GUTTER DRiVRAMP SECTION EI 1 CURB AND GUTTER CONTi7ACON JOINT SEE STANDARD PLAN F-30.10 (SEE NOTE 3) J (SEE NOTE 3) BARRIER- SEE • SIDEWALK - .% ■ r IN SIDEWALK ONLY SECTION E CONTRACT PLANS may+I (SEE CONTRACT) 6" 112" r i • 112"(IN)R.(TYP.) LEVEL �� 'r II EXPANSIONCURB AND JOINT IN BOTH V TR jerA �c rr zb i I CURB NOT INCLUDED IN BID ITEM- 112"(IN)R. J .>,, '��.,0 WAsft.t , �� 0 WAShr/„, FLUSH SEE STANDARD PLAN F-10.12INA !• e 7' J i 2.095 MAXI b p U v�r •r %1 ar 1" IN R. ISOMETRIC VIEW W "CEMENT CONCRETE DRIVEWAY - ` . � { l0/1111111e VERTICAL WALL3JB"[IN]PREMOLDED d ENTRANCE TYPE 3"PAY LIMIT JOINT AND FINISH 0 "CEMENT CONCRETE DRIVEWAY ,; �a SEE DETAIL JOINT FILLER(TYP.) ' O ,p 34363 p G? ENTRANCE TYPE 4"PAY LIMIT �� 28680 D ;v DETAIL .u4, �GISTW� DRIVEWAY � f ST t� ADJACENT TO CURB AND RAILING OR WALL RAISED EDGE DETAIL JAI ANAL ��G (SEE NOTE 7) ii I I 1"1' 58jONAL ��} EXTEND SIDEWALK TRANSVERSE STANDARDCL. CONCRETE DRIVEWAY 3'-0"MIN. JOINTS TO INCLUDE RAISED EDGE Barry, PER SPEC.8-Ofi,3 (SEE NOTE 7) FOR SIDE TREATMENT SIDEWALK BUFFER STRIP May 6 20143:41 PM 'f • llcr,Scott r r ti r --••I r- -"^-~ cis ••,--.•, Jul IS 2016 7'07 AM 5EEOSECTIONSEWALK (SEE CONTRACT) (SEEGDNTRACT) CEMENT CONCRETE CEMENT CONCRETE 3p3" z 118 TO 1/4" 112 {IN)R. CURB NOT INCLUDED IN BED ITEM_ S1 DEWAL![ CL. 4000 CONCRETE P1 I 2.0%MAX. (TYP.) SEE STANDARD PLAN F-10.12 "' I PER STANDARD SPEC.8-06.3 I DRIVEWAY 1, 2,N 3R8 4CE Air r•, •. `,:;�i�`74� � ' ' • V D,*0y' • V' �481 ,• STANDARD PLAN F-30.10-03 �Olp / lk.. STANDARD PLAN F-80"10-04 Y�f 1. -if , ,�ILE .ry D •• ' a -�;p�0 P• D t, • .�;QTO - SHEET 1 OF 1 SHEET s f SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN)BELOW TOP OF CONCRETE - . APPROVED FOR PUBLICATION ,. 4:1 APPROVED FOR PUBLICATION SURFACE FOR PLANTING FLUSH IF PAVED /7 B'k°"`"•P""" ✓ caTarittr,left' PREMOLDED l �� Jun I120141:Y5PM 4� y r eIteaa, Jul18211612:22PM ADJACENT TO BUFFER STRIP JOINT FILLER 1Noshl �„STATE DESIGN ENGINEER ISOMETRIC VIEW ISOMETRIC VIEWilk� TYPE 3 - PAY LIMITS TYPE 4- PAY LIMITS STATE DESIGN ENGIREER QEXPANSION JOINT 0 CONTRACTION JOINT ►// r'� oifnierr of 7ra"ePO�°"O" �� WI Washington State Department at Transportation oe°R�-tea �`� o G1T Y OV A"' M cr, ,(j, 1891 �_ a6 s2 / % 4 c 0 ��0 L B'-L O r a e 19'.5' / 26S II' (-�, I4'-8' /—R'-2.---/ '--3'-i l' / 7'-I OZ' / 7=8'� rOFIELU 7,6' e II'-42'-- r 4'- ,-4' / I5'-2' / 3,11Z--/ i A 6--� (a)2x6b a 4a WINDOW SCHEDULE x x0 GIRDER TRU5A - P O NO.,AMOUNT WC fPAM[ Ot9LPJPTIOp! P...�—{ W ) FROP)TFn 0 6 _2:0"F 5'-0 VINYL MCTURC,P .GLA2tD U bdor(E .25) �„_,,,. a° xo t ..,_m al v c .„ .. \ ♦ ♦ 0 1 3:0•a 0 5'- VINYL 51NGLE HUNG,DBL.GUL2PD,[GP.C95 U I:dor{C .25) 0 2 9Lo a 6'-0_ VNri °5INGL[HUNG,DBL.GLUM U bdor(C .26) dri I 4,-z} 9TAfN G` •,.I ��II L s 4 @ 2 5'A'a 5,0" VINYL 511OCR,DBL.GLAZED,CGRE95 U iactor([ 25) 5'-2J' O �FA4 © I 3'-O'a 1'-6• VINYL SLIDER,DBL.CLAIM U bdor([ 28} �2 ',0 6'-l02 z° © IV)aster " g 6`6. r I1��aa hh P fff R Utility O I s'o:a'G VINYL elcnuP[,DBL cLAz[D,gAr[rr u I,der([ sa) 9'C011119 50 dm ®�n�I 1€'9'MU1ING aye N-9z m 2 5'.0'w y.0• VINYL SUDCR,DBL.CLAM] U!actor{C 28) 1 10'-S. t_Si yL. 7,_ Master 1[,.E1 Ops$tF+)' Closet �' c 0 I 3'-O•a 5,6' VINYL BUDER,DBL.C4A2C12 U bdor{C 28} 2-9' Eol Bedroom � Linen _ s'CEILING T ,'a--+� "' .O I 4'-Y a 4'-0' VINYL 2UDCR,DBL.6U2[0,MAP.CRD'TC0 U factor{C 28)xIoI VAULTED CEiuNG I _15'-1 I" IP ————------——— - - �_ 1u Dv u, I 3:D•a 2=0' V3Nri 911DCP.,DBL NI-4 D U bdor{C .2aT2,I9` DWORWN1 9 2 \\ 11 i Garage °J, 3 3:0"a 2:O' VJIri P)CNRC,pBL,nA2CD u bdor{[ .za} E1., v �g FAN-1_ L -42 - 5. ---- c m N. 9:4•c15UNG POORSCHmULE a°+DI 2 2} ��--_. z o 3'-42' NO.AMOUNT V2E DE IPTION Alt GP DOOR, 1�' it , '-er` . 0 ` OI I. 24' n I 9I.O`x 6'-b 1-914' . INSULA CO,EXPCPJoc,20M N.m u aoucx - ,.,,,..E I` V, a 2 2 4,4.: T 29' 2 31 'w� 50 dill � 5/8.GW.DD.WALL 4 COUNG 3 I 9'-O•a C•ek EM"q' IN°.,111AT[O,2x1e JORCRCCR DOOR u ,l ALARM.{ C y^y)O• 2s 1 r s' KK w I 9'-0'a 6'-81€S'4' PfSUTATEO,C);f[RIOR,Ill UT[,DOOR VPLL LIED ING 20 Mud 1- -I O 5 2 2'-0'r 6'-&1,1..A'8' INTERIOR WOOD DOOR it-2'-r 9'CHUNG 'i ® 6 8 2'6•a 6'-8L I We' 1NfCRl�WOOD DOOR/10 i _ sir ♦ T 1 2'-8'a 6'-FlL 1-3/3/ 3.6• �J n _ INTERIOR WOOD DOOR m 2 92 i I-5' 8 i 4:0x 6:55i I-a'a DW81L IMEPJOR WOOD GOOK 9+i ' - 2 ,---'� -5 I 6'-O'x 0-6' 9UPING GLA59 DOOR,DBL GLAZED Dining �,-.,._ _ z �k 6'-6• 13'-I• la I 2'-6•w6'-e3 1-alb' IMcPJOR WOOD roc3/'l DOOR To 9'c U/IS A a 19-2 inrm: v 16ax a°Ofi. GAR.DR.2-y, o-.i 112 LIYE�i 1 Flo C ji ..-ee.i s2' '"® W r :,_,I.i �'2'-1oL•r-5A 6' O J. �N I -- :: : r' - _� i 2 z 1G'-g• z NOTES: 'L'-i2 g.-12 / 6'-5' 6'-l•---/ __ I_ d iI� L 26.-I I• 5g_6' • AIL EXTEROR WAI L5TO BE FRAMEDu124 @ IVCTR5.AND ` f 6 cD GL.DRY u f� x l y°'' SHEATHED w171 i 6.098 k 15B BUILDING PAPER IXIFPJOR Great Room a l0' J 1 , k SHEATriED m!i!2'GIP,Bo,IhREPJOA. El VAULTED COUNG �� O 1\t'S 2,_q. g .•"'�i y . „�0 ® r I 64 In}POET O ' Alt INTERIOR 4/AYL9 TO BE FRAMED v:V 2%4 0 16'GIRD.AND 1 € E 5'- ,� EURREDJN / SHEATHED w!1!2•GYP,BD,BOTH 510E5 ___- 11"��` -II Piu 8 •rj s 1 5' ExCEPT A9 Nam). I "1" ! -1' 2 9, lg O 3'H}GH RPJUNG ' ALL EXTERIOR WAILS TO DE INSULATED w/P.-21 TOLLETTO BE UNITED TO€.6 GALLONB PER.PLUSH 10•-2' '... 1 M@ Open Above 4`5'—,� I Covered Porch ml 2WO PC16CTae 1A GA9 FIREPLACE (3)01v5.04.4. �PIGel 0'CEiuNG 6'-2' CO �m_ow CO DETECTOR I l Covered Deck ,® 9 Ell 9,5• 28' 3'CEIUNG \ I ,1! w co �ML. ENERGY CREDITS PER.W5ECC Table 406,2 23. ill DIN B2 DR POST �., ,• O 2c © ALARM � q'.oL• 4, O 1.5G Tankless Water Heater/Gas, Minimum Afue 9 I 1.5 Credit I COMPOSITE Q 2 2.5A Kitchen Faucets and showerhead 1,75 gpm 0.5 Credit `DECPJN ) _ 2° 0 2° O �,6''6' AA Other Faucets I.0 ypm f�'�[� Ig 1 3.3D Ductless Minieplrt Heat Pump with Zonal Control 1.0 Credit 6 I L`... + gi A Bedroom#13 Li z` Coats 4. ;A.28 U Value Wmdous with R 38 Floor 0.5 Credit as Q, © 2` Bedraam#� MORE THAN 1500 5Q,FT. 3:5 CREDrf5 I2-10 0: 9'COONG C2�I s' . '1`gz Jq9 C TOTAL CREDITS 3,5 Credits Mrs n•s aciruo .cam t wg • m 16 GTP9. 4 r2a anum 2 LI *a a�650 © '� yy!E 4 6'-6^ I 6XTA1U:YTARS@2.23 J 0 m2 O p 6!7• 6,,G.MIIIIIIM G�°eFRAyr r (Cfit @@ FA4H rNP Cf DECN a J- .� 2A4LA rHDP U E) a .� ' . 6*G 92 or PAST 4 / `�O / �M 3 I xcQ I I=I IZ• 2'-9 3-2' 3-2•-0-2'5' 12_3. OE �-/ 14'-9• 6,4' / 14'-1I' r I2,6• a 30 21'-I I•- C / 94 /-2' SCALE 1)8'= O'I'- OHI 1 1'x 17'PAPER C/ 70`-5'' SCALE: 1/4'=I'-0'ON 22'x34'PAPER OF l 3 R2 ZONEp�€NMG� MAIN FLOOR PLAN MAIN FLOOR LIVING AREA SQ. FT. = 2050 Wppp FRAMEBUILAING DAYLITETOTAL LIVING AREA SQ. FT. = 1335 . CONSTRUCTOR� l TO N TO COMPLYI ARLON TRACT MILES RESIDENCE TOTAL LIVING AREA SQ. Fl, = 3385 2015 WASHINGTOII STATE ENERGY CODE{W5EC) GARAGE SQ. FT, = G34,8 BUILDING TO COMPLY WITH THE _ ADDRESS: 270G WASNINTON BOULEVARD TOTAL MAIN FLOOR AREA SQ. FT. = 2654,8 PWJ31 8INNG TO COMPLY WITH THE PARCEL: P 117653 2015 UNIFORM PLUMBING CODE FOR FAMILY DWD.)JNGS DRAWN BY: BR.UCE RUSTAD DATE: 07/20/20 t • O '()R CODE CID M Y � ) Q 0 A //�� I 29'-3• `''T $� I I a-H'- 2'-A2.' 0'.I 3-1. G'-3•--I 14'-AZ' n FIELD IN r allf l2tellillir IG'-7 a (3)2x6's s° 2°xoOO a 'sxo0 ® x Pxo 11 a lrp,Wage 912E fP.AMG PE9fPJPTION l ® 6 2'_0'a 5'-0' VINYL PICTURE,ODL.GEAR() U Baker(e .20) (61 9'-�. Q.,, ilk w... 1 ___ I S'A'a 5'.D' VINri SINGLE HUNG,DBL.6tA2[B,EGRESS UDokarf[ .2E4 T2L 2 d N u 3 ��.J1'�t @ 2 9'•0'x 5.O• VINYL 93NGLC HUNG,PBL.GIA2[D U bc[or(C .28) 2 ,n® n II E �,y( I 1! ® 1 5`-0'x+'A' VINYL_ SLIME,DBL.GLAZED.EGRESS U tartar(G .2e4 - U n Wet Bar .12 an © I s.o n 2:0' VIM BLIPCR.DBL.G2.AZCD U Faatar([ .29) 2';9. mm t 1 es 9'-0•CF3UNG Crawl Space © I s'_G'M 3'A• VINYL DUDER,DLL G142ro u Factor I .28) o �: © I 2'-0'aP.O. VN SUM,DBL.OIAZCo U Fader([ .281 �� Bedroom#lGarage S.Z. 9!O CEILING '. o� _- °y D.STEM WALL 0-3' °i°� n`1 v/244 RRING w 03 DOOR SCHEDULE Q 28' i 2c © JIS)2xhs Z L No.AMOUNT' SIZE DESCRIPTION ` 1 A,-0, , 1"Sr/s 2e J c 4 2'-6'x GLEN I-91& INTERIM WOOD DOOR ,�,fAALARM I -© I DRYER WA9HEill1,� 5 1 G_O x 7-6'POI 3201NG GLASS GOOK,DBL.GIA2CP Lit, U 2 6:(Yx 6'-G'x 13(4' DWCIE IHTEPJOR Wl300 POOR C I 1II I 2=8Ws 6'.-eh 1-'Jet INTCPJOR WOOD DOOR. ° i® I e,o(' (gym ' •0'STEM WALL 2' ; E 2 Utility/Storage w 244 FURRING 13'-6z' i' K c," IL- [n 1 cauFlb 2-9' ,u la Great Room !r _ - �-_�a r r ----- . I �* 4,1' 052 / ... _ r 4'-li' Q I I. .ice .,T 6°sc�G,G DRI.� LL o SHEAR WALL SCHEDULE 2,-2' { 6-5' 6'-1' (°in 4,1 2s©p <. .. T. , a. qv N ‘ I ° _ 6--6x61F'T)P05T O 151321n'.O5B with d y�Mln.D.C.Edges, NOTES: 2'-g '1 r- •77 -� 1 12'OZ.Hold(V=Lr�°r IGsth) ' ALL EXPERIOR WAf19T0 be FRAMED Id 2 4 6'G7Rti.MP J ° e'04 FURRING WAN lYi /� �L 5 I Dr_3. f N wr 2x4 EUPJVNG A!5• 9'-3 (`y 16132 in'.056 With ILL @ In.O.C.Edges, SHEATHED wl 7(16'ODD 4 i 5d BUILDING PAPER PX(EPJOR I TEM WALL � �1 4 SNEATNCD w/I/2•OY.DD.INTERIOR. 2'', 7'"G2. I w/2hFURRING12'0.c.Flald[v= a1 Lowe ' ALL INT&WOi WPLL9T0 of PRPA7m w12a&g 16`CTR9.AHD �I - AQ / I I'-7' I -I SHEATHED wJ F/2'GYP.3D,BOTH SIDP9 I I ®15/32In'.OED vtilh�bd ik in.Q.C.Edges, Rs I A�c�--Yy�� f.`(CEM-AAS NOTED. ` \ it LL L' �� T2"0.C.Field(V=45-cinsIN . ALLPXTORIOR WALL&TO BE INSULATED W/R2I 23' @-�6 )P�T \ 1�♦ NOTES: •TWLETTO BE LIMITED TO i.66ALLON9 PERELU2H 45,10' ��rrr... 3-g.• 2°© `6•STEM WALL a/2x6 fONYWALL I 3/0'er711g"may ba used in lieu or 15/32'IFstuds am IN In. 0 9M0YJ?DETECTOR Patio ' O.C.nr sheathing applIed hmrz°nlally and staggered, Co • IfV>3SDIbslg,provide a double mem bernailed wllhad{a�S" ,OiALARA(CoORIEcTOR /'�[ - O.C,etvett[cal seattss,staggered,unless olharvAse �4.catc,BLAB ILuT Bedroom#4 —� Crawl Space approved.Anchor boll vrasherslaheENTxt/4•ofharfer. - �Pr a i-Y.{0 �' UrM°, 12'-9• " 'Igo 9'-o•a:lune o sue, ,nru I m $ 1 sip U & 9 Gj%..-L S7 8 ot7 -I 11)Z 052• r' -- L s'-I s. A .. .,..,;..n,r.�vv.."rr�v.. ra. .. ........ .a ., vY 29=s• 0 7 SCALE: I/8'=ILO'ON I I'xl7'PAPER 7 Of I SCALE: I/'1'=l'-D'ON 225 4•PAPER R2 ZONING 41o0 IC.K.FRA ELDING DAYLITE BASEMENT PLAN DAYLITE BASEMENT LIVING AREA SQ. ET. = !45 I CONS RUCTIOON Nampa ODCOMPLY WITH hARLON -TRACI MILES RESIDENCE 2015 W BUILDINGI 14TO COMFY WITH STATE ENERGY HTTHEDE(��) ADDRESS; 27OG WASLINTON BOULEVARD_ IRC 2015 BUILDING CODES PLUMBING TO COMPLY WITH THE PARCEL: P I I 7G53 2015 FOR FAMILYAMILY DV/EI_I_INGS UNIFORM UMBINGCADE DRAWN BY: BP.UCE RUSTAD DATE: 07/20/20 FOR CODE co dtb 4C° 1 Y z .i"'' G�� 70-5' 293 / I@' 1 26'_,2. Full height wall detail per engineering i 1.5 in clr r(• r CRAWL SPACE ACCESS 6`STEM WALL I �✓ lq ,l 4 r 6'STEM WALL 7. I S,50, (3)24.5O�0=' ID'X 2A• #4 bar at iS In O,C. �{ • Sew iiF""' "'+++fff G E C #4 bar a[ 16 1n O.C. Crawl Space • r-' I5'4• R 2a6 STUDS a I6'CTR9.WALL 16'-a` �� Z {DHOW UPPER Imo' tCQH,7 #4 bar at 16 In D.C. B'STEM WALL 6'HIG}t - ■!•�AIIA� 6l'iJI LENGTHTO BE 7116.cm�THIUEIJED 9fAB� BY E 1 30TIME.4 THE MBAR DiA wV 4ed MIN.FOUR 9E79 OF TTE9 B.1R BEARING WALL ABOVE *- EVENLY SPACED ALONG SPLIC 2X1r')J wri- 6mm S`STEMWALL 6'HLGH�t� Garage 6,5 0cTR9. CS , ,�/#4bar at 16 in O.C. I O'-2' __2a4c f(J9T , BYrJMER 6•STEM V! • ABOVE - 9t9'EIEtlATTON A1Ly 24' 4•T1iK-CauC.P.I.AS �� (if D>16"On3y) •I ~ - J 4-CCtFC.SLAB HOC®ZONALCId,R49 BAR E112'S A'G1L'VPL.MR. I '"1 -- SLOPE TO,YARDB DOOR 3 PUME LENGE'T'RmAR DIA vd NN CII 2 CEN1 9 RS PI£CT•\ -- O STEM WALL I O HIGH LOCATED NOT _ 2x4 PANG w/R21 IN L/ BY OTHH2 EVENLY ACED ALONG SPLICE OR LESS mANSEVGT SCLT Di A.3-1 THAN 12' ENDS / I t'-2' {' 9'--.r -- FROM EACH END OF PIECE rY-g2' VERTICAL B` gfBPA I-4 4'DIAMETER SOUP / wl STD.HCX;IC @ GWtDm TO LIMN BY ' T `4'CONC.SLAB 6'STEM WALL I 6' GRAVITY ry \ (2)MORE PA ACBPR(CONT.) I 15'- { 4'DI#METER PERFORATED '1 `� II,, IN roam* ,f I �� 1 SPICE LENGTH TO BE 4'�' L.BLAB I r • 30TME9 THE REBAR DIA x! I1 cam. �,.� L G �'N Nam BY I ,1j W MIN.TWO^.;ETS Q`T19"""'�" - A 52' 3'gO g-IG' - .. 3 B•r 2 2'`-3-�12�'3'-S' / / 16,,8• '� EVENLY SPACm F R1/5--Ce NO TO SCALE GRAY �y i L s 6'STEM W`L -- gi_=9L' I 14- 7-s z r-,a• ,p Fl ;le. #� 4 c r ` �- I I 1 THICKPNED.AAB _ .,` .6'9TEMWALL is nCH 2 i\ I ��'P I `�5p \ l'r / ' A r____ T I :Emma WALL AB `-__t- -�r 71,-r I\k AA a- •82 / 6 3• $ 1 r 4'-2' I @YOFHER +4 2 ["9- 1- 1 �' " _. . _ ..IEorah 15' 1/ f'D U Ct- \ ._ I (�`` D\C, �-4C�c • ! 12,-6, / I f f II-5" 4'-5• \ 1III. A1Je �'� '; [LY �� , _�r 'j A'zx24• I y� 7' ' I 24 TAR. 4'5.1,CONG BLAB 2A�GFR9. � / 62• ( 1 @ S' SLO` AWAYFR[3M HCMJ9E /I 4'COL I 1C.eLAB :.-_ FLOOR JOIST .-I 81MP.CBCC I 2x4 PURR! wf R21 Ik9L11, L 1 26, ,,,,,,...�,�,,,,,.T-=y I 1%p, 0r y 23 \ a SIMP.PPSCG-CZ /r/ T ry y'� GRADE " Patio .: , -_.... _ CRAWL SPACE VENT / &S R MOO r� r at10 :' 1'" I6•MIN. 0'STEM WALL 6'HI Y G'STEM WALL �hp� BYOrH14 I Crawl Space N OT:S: 4•CONC.SLAB �- ~f J \, J IS CRAWL 5''CE VENTILATION ��DC I a I {2 ©k z as MBAR.(CONT.) I I=s2 298 5.P./150=2—S:P-Vf_-NT---REQUIR@8 �PL�c �ucm TO BE • I C MIL VAPQP� 2 5,P./.56 NET FREE AREA VENT 30TIME5 THE RESAR DIA.iW �s•STEM WAIL r O 9ACRI m,2• 4 VENTS REQUIRED t PROVIDED MIN.TWO SETS cF TIEB j 4T EP x ALL CONNECTORS IN CONTACT WITH I PORCH SECTION -v--"-- \ °VW.C566 I F �AV++-*RACEAccEa9 WITH PP.SEP.VATIVE-TREADED WOOD MOTTO SCALE I L Is' z4' NEEDS TO ESE HOT-DIPPED GALV,OR EQUIVALENT. \ L J 1 .170 I 1 IXI J \ \ 4`THR CONC, 12'-6' / 36' SLOPE AWAY FROM BE AB'-6' .-....... SIhhP.PAR�SES}-/6Z// 4'THK CONC.SLAB . T,�Ui'LOCO r'. 1 4RADE VAP - LJ BIMP,TOP FLG.Jig.HGR 4'CONC.SLAB 11.1111 FLOC>lLJOI5T9 BY• D[ •,TO S• SLOPE TCNJPRDS DOLYt '� N Y Y !6x6 WIRE MP.Stf 4 mil O (27 HOW Oa RpFaJjoAfR��1(COPTI',) {--12'�r D.STEM WALL 6' 6'5TE WALL 9PUCE LENGTH 7S SE �C>HC'9LAB _ , BY OTHER SOTIME57YSC REBAR BIA x>' _ _ �'A710��C;T1C�6•STEM WALL STEPPED DOME 8' All �I,,,,-- . _. ,rw. -. MIN.'[W05Ef9 Cr TIES w!2x6 PC51 4lAL.L I o NOT TO SCALE .,NGul R2I IN- 1 8'9TEM WALL IO'HIGH ~IJ /f mil '-' IBY OTHER ....ill Gl I • } + �'� �6'HIG73 I 2•EXTRUDED POLY.[RI0) /1 / , R2 ZONING SGALE: T!8'=I'-O'ON I I'x17 PAPEP. 8 of w!PROTECTIVE COVc'1RING ..\._ STICK FRAME SCALD I/4•=I'-0'ON 22'x3A'PAPER l :c.c•: I `"- WOODFP.MAEBUILDING G"! ■I _ __----r _,. ...e�-�� .r. I � --- " ' /BUII.DERTP VtRIFYALLDIMI=N51DIfS FOUNDATION PLAN A'90UD ROOF DRAINAGE ,� � ;� G l CONSTRUCTION NEEDS TO COMPLY WITH GfaFrxey a•PERF.FOOTING DRAINAGE 6.STEM WALL 1- l 2015 WASHINGTON STATE ENERGY CODE(VJSEC) IHARLON $TRACI MILES RESIDENCE r; �`'°.qA r'' +'+2.' ILLIDE6. AEID7 WILDING TO COMPLY WITH THE '1 4 I ; aWf V L.0 ,//v t-\ \ RC 2015 BUILDING CODES F r` ,, • ) ER SECTION A-A T FWMBINGTOCOMPLYWITHTHE ADDRESS: 270G WASLIINTON BOULEVARD • VC.�. o u-� iof� �, - 2015 UNIFOPJT2 PLUMBING CODE PARCEL: P 1 17653 "`4'` �‘r`'�'•b .p UJ � � FOR FAMILY DWELLINGS - °� DRAWN BY: BRUCE RUSTAD DATE: 07/20/20 VFOR CODE co W4 1rV i <:' crS` Cilliket, 72 M a: z Y a's--nJ wW L I z,G PONY WALL �lj 1891 4 11 fro FIELD‘1"'°' II 1' L`,, i n � f�l lain iI.L_ I Wet Bar I 1 f{�� s•-o.CEILING 1 I I{ 11 Bedroom#5 f � i{ k I 9'0'CEILING { I BLIXxING(TYP7 -L� I I:I�I 1 i...._ (f] 1 - I I I •51MP.TOP FLG,J9T.HGR9. 3i�_I L I 1 331 { ---IFI I 1 I I t�arGOR WALL BELOW I f I fl REF I - L 1 Z I I Crawl Space I 311..E { EMI MIWAIMMIIIMENI '1 9'STEM WALL ' 41 tr i ,1 11 1 I1- a P- • LJ A gFACEPL ,,,T. I1�l1 eFAN ? ,;1 ' lj I ; , Utility/Storage I I'1 1 s.-3': { 'I/r' DEAM DY mHer J ii i •. • r-- Great Rqo tAINIST a-rz T r'1 1 1 1 1 1 1 1 1 7 1 I I 1 .....- ':...., r r �� FACE FLO.J9T.HG2.9, IJ'I I I I I I �; 11 1 I I I I t2.7J.'I ILL,_.,_L_L ..•l ;1 _ .-8 -- wZ T rT1 wi'5T FM WALL illiMilli jj► 1� L--- I;I L1i IL l 1 kd _ I Jy `' f Ei .; C I{ (3)2"G•e BYP) it 1 I 11 ..,., file I 1 I- 17 II I 1 ,1 m d C5).....__.-J.- Vim, 1� •' __ f 1 I 46'9TEM WALLI, BIMP-CCIICEALED Covered Deck .8 f 1 i'i i .I BIMP.TOP FIG.JOT.HORS. MG.HOR e -Q-61F2 DP POST 4' r"�' I-I-I it \\ I 1 IY DMA WALL.1 2x6 PUMMEL �I CQMPO'�TE 11$ '`n._ - JP I : : An cUNG ��I�I� ;I Bedroom#4 s`-`1J i'i ' Crawl Space i ALL HEADERS F BEAMS 2x104P!) W.O'CEILING I k I �I TO BE SIZED BY ENGINEER 2xI0#2 ofLEGDER _ �JaJerS ar �' 11111 r w/ 1/2"STAGGERED LAG BOLTS(GALV) /6'� a I I I I J ;� 6'9TEM WAD. (2)I-IDLDOWNS w/TENSION DEVICElir PER p5p2,2.2.3 ``^ U 'i'i 3 (ONE Q EACH END OE DECK) - - - AX 24"FROM DECK ENDS ACE FLG.JOT.HGRS. 7 9' ! I 1 11 ) 1 PLAN-I11JG �,� II 4� l-'r1l Li_,_ NI FWpP 9HEA.TIiING IJAILLD AT _- .... . . u / I �__ 1 _ I 6`MAX.av ZIO RTO JAM 0TT2 2210(PT)LEDGER I --I- HI J JOIST VAITJ HCLDG OWN I!2(GAL4�ALL THREAD x/I/2'3TAGGERE0LAG BOL IPACE FLG.JOT�HGRS. CQMPO.ons PECKING HOLDOW415 DOUBLE Jp5TE0 4TEN9 PER. n5ACE 02.2 2.5' OET®AIL6 i PER R502.2.2.3 FLOOR JCIOT (024'MN4,FROM NoBo, 2410 d2DF J015T9 112'OTAOGEPFA LAG BOLTS(GAIN) 'OI i jrSS Has.O g iv c}tts, ai'y� /BE WEE I!ENDGER/WALL EW H� PIG 2 DP LEGGER 7 pd� y% '- �C irb .1 ', • s t He A...,' SECTIONAL �z,,,FI NTS 91MP.LU92I0 w ( \lo"w f.._k• Al„ `1019TS HG9. F"' 2� �✓/ SCALE: 1/a'=ILO'ON I 1•x 17'rAYFR r of 6�F 2 F/ -�� -.-- .. 2, R2 TONING SCALE: I/A'-I'-O'ON 22'x34'PAPPR \9 I 2/ 112'9TAaGEREa LAG BOLTS(GA�rL[�VJ" Jpl5T5 2x 10 62 OF IEGDER STFCK FRAME MAIN I FLOOR O FRAMING p A L.S I L G PLAN u1 WA9HEP,UNDER SCREW HEAD g 16•CTRS. WOOD FRAME 5UILDING I V L L I\i RAM NG sBETtvEEN LEDGER.aviALL BUILDER TO VERIFY AU_DETAIL#I (R502.2.2.3) CONSTRUCTION DIMENSIONS DETAIL 1HARLON T1zACI MILES RESIDENCE NTS 2015 W BULIIIING STATE ENERGY NDNTOCOMPLYWITH H (THE ADDRESS: 270G WASNINTON BOULEVARD IRO 2015 BUILDI NG CODES PLUMBING TO COMPLY WITH THE PARCEL: P I I7653 • " 2015 UNIFORM PLUMBING CODE FOR FAMILY DWELJNGS DRAWN BY: BRUCE RUSTAD DATE: 07/20/20 FOR CODE co . p ef- r y to �� a: n rn yli, 1891 I G`2• 0,51r 1 • Nei �� 0� I'4'"-� I4'1 i-• / I'4• 2,' I'4' 25'-s' / > ✓(+ C O g e >- . 2 ENG.7RU55E3 Zg'.I I. �—/I-q• 71I2 PITCH 0FIELDI� I`A' - - -L-1r= 7J_� 1' �: ,—� {"�fREE 1 r: i� ,,i r-0—'1 i 1 , `�� 1r JI I srAvlgmG1 I Ir ,3 I r T I n 1 1 1 1 Li-_J uJ \` _�__� 4 ,Li J1 1I I I II y 1 ENO.TkL95E9 I I Master 1 �R�}, �I L.L..II l /FNJ i . 2A'CIR3. I i ,'�\ 6a�£r Y%FM1 .es�_ .. U, ! I il IWI2 PIY Ii 9'CEILI G 50 dm / -'.Ii 1 10-52" ,...��.1 rr�.� Close I 11 '�� ENG.STI[K fRAME 1z1 z,6', Master 17 T„ Bedroom Lineri1 �+I 9'CEILING �- r I zA cTRa. I VAULTED CEILING Ir:ti -�T r f-I 1 =i IqI I G/1 2 PITCH 15,1 I'15` i 111 III ��/11 I \\ ll II J-I it i��2xGb ill `\iiI iz�D ` �il f° �t I— JI 1 �LLL" ili 111 Garage ` ENG.5GI55IXL55E5 -"- I- L..__ i J .7 ` �1 9'-s'CEILIlIG Q 24'CARS. L.-� I I ,I 5/12 114519E PITCH I f - I lu�c atiffil 24'26'-B' 11 11 101{2 OUTSIDE PITCH I RWIGE�__- •�i� I a I I 11 I / N.G.E4,0, r I MG.GIRDFRTRU55 I I 2s, 11 I 50 dm I I I 10/12 P({GH 1 I 1 1 11 I I I 1.- .JI " ° I • ,� _-1'."""-i__... L- VALVE5CLIi`I!G L� -1 '' • 1 r l j ENG.GIRDER • 98 J> j I o IyJI.L 1-1 11 µ,II j I I r�, 2' lal 2 PITCH L L__JL_-'-" it al 1 N\ 1I f2j 2 G'n 1 1 J III MI 1t-� . ENG,550:FRAME .. I 1 S Dining c,24'CIRs. I I R--, 9'CEILING 10112 PiACH I II \ i 1 (2)246% -I L'- J Ij II \\ i l r�T r r� r r �,�1- -- s 28`.8z' i 11 I I -. I 11 DIG.9CI99CR I I I E -+-1.----, I j 5. 5 4`-8' 52' TW195F5 11 id/ II I I I i I 16' -� ENG.5CI5sOP.TR1195F9 442 I I l i i I i A 24'CrRs. r 412-J a dead jr e b , d i L _ _ _ _ 5/1 111910E PfPCH r r�- ^r--r^I^ i II ''`"`i - ___ •- _--_i 7/12 OUr510E PNCH 1 1 1 1_I 1 1 1 i i \ li ‘-\ 1 1 I I I 11 j I 6 1p17 POST ',- Great Room a �� 4 iJi I }el FURRED-IN VAULTED CEILING - >0 i i 4 z� m ENG.STICK FRAME C Covered Porch Q 2a,PITCH ENG.b77 E.FRAME /_-- 9.Covered G I G11 z PrrcH Covered Deck �A5 frREPv,CE 24•CIxS, ,_WT 2 • 9'CEILING __ram rZ_J-- zx10 RPITERs q ��.oa L— 1 �-_-_-' ' 1 s11 z PITCH 1\' HEADER SEAMS f < 1 C�-="� _`-K+I o/I2 r�rnu� �i1 ;i BY OTHER ir c..82 DF 209T 1 y / lilli 1 ;--1 11 fFF5 �1 �r 6 Bedroom11 9'CEILING II_Inen 11, f i ICoa_ts, if /�_��\ i, - . ==nn 7L-% p1LLJjl rl I= .�' Is' 15'-8' ]y1 ' NI r.,. " 11 ? bL 1I11I I L% � n (0-p-o ---iInI�j11 r�) O nI kQ�_A�f 7 iii 1 d 'w11,I 7Un "CCSS In1U y11 ��""" I ea� n IuI --..1 ,fE�Y.T4Ff'`!-. IL JL--�/ �i �--J _ J I r .�S 5 1' r-I� --1--1-_ - ? ti 4I I I ENG.TRU95E.3 I • �p-s "(,,� WW2 PITCH 'LA'yW, 4'-, 6 to 12 PITCH I 9' / 12'-112' / 29'-9- 5-I O2• 1.-4-/---/ 46'-6• I'-4• • / 49,2' 10 SCALE: I/8'=I'-O.ON 1 1'E 17'PAPER l 0 of I2 R2 ZONING SCALE: 1/4'=I'-D'ON 22',e34'PAPER STICK FPJaM woOD FRAME BUILDING ROOF PLAN BUILDER TO vtRei ALL DIMENSIONS CONSTRUCTION NEEDS EENER ENERGY • HHARLON $TRACI MILES RESIDENCE 2015 W eHINGTON STATE ENERGY CODE C SEC) BUILDING 2015 BUILDING ADDRESS; 270G WASHINTON BOULEVARD PLUMBING TO COMPLY WITH THE 2015 UNIFORM PLUMBING CODE PARCEL: P I 17653 FOR FNMiLY DWELLINGS DRAWN WN BY: BRUCE RUSTAD DATE: 07/20/20 ov,CODE C,O RestraiRta' ' - • • • '• all Calculations Project: Miles Residence ©Geoff iifp. v'i� Reserved By: AGT �s> n Date: 2/9/21 M D- -.fAss anions 9.0 Ft Wall N (t x 1891 .4) ? G. q 3,000 psi F.S. �c.,,, a‘(, , = 40 ksi Bearing 1.58 Soil BeTatipgj Pry,S= 3,000 psf Equivalent Soil Pressure,g- 35 pcf Min.Cover= 1.5 in Soil Weight,w=_ 120 pcf d(a„a,i)= 6.25 in Wall Width,b= 8 In Design d= 6.0 In Footing Depth,T= 8 in Wall Height,H- 9.00 ft if?! Total Footing Width,D= 16 In `a- P1= 1,500 Ihs/ft 'f y4a6 -.4--V.' b Fl-(hA2)*y/2=W= 1,418 lbs A Mmax=0.1283WH= 1,637 ft-lbs H W R1=W/3= 473 lbs r� R2=2W/3= 945 lbs (,_, a �ha euc. T j k a- 'Kx - 1.5 in dr I # 4barat 16€nO.C. # 4 bar at 16 in O.C. # 4 bar at 16 in O.C. Bearing Capacity 48d 8kR Min y per Soil Bearing Capacity GT r, r� # 4 bar at 16 in O.G. yb=S/((bH+DT)150a-P1) 10 in (if D>16"only) Reinforcement-Stern Mu= 1,4Ma= 2,292 ft-lbs . Mn=Mu/0.9= 2,546 ft-lbs (1.7f'abd12_4(1)(1.7f',bM 1 () ' nE 1I fy. /` ��'Q�WAS M,,=A,fAZ_0.425bf+0.85M"ftb=0 A,=0.85f''bdt f' 2 'k . pfy ; fy - iffp;3 o t As= 0.129 si/ft !-', v1811 4�/QNAL �' 42 ti Area of Steel,As(sl/ft) 6 in O.C.I 8 in O.C.I 10 in 0.C.J 12 In O.C,! 14 in O.C.I 16 in O.C. #4 0.393 0.294 0.236 0.196 0.168 0.147 # 5 0.613 0.460 0.368 0.307 0,263 0.230 # 6 0.883 0.662 0.530 0.442 0.378 0.331 #7 1.202 0.902 0.721 0.601 0.515 0.451 #8 1.570 1.178 0.942 0.785 0.673 0.589 Use# 4 bar at 16 in O.C. Vertical As= 0.147 si/ft Use# 4 bar at 16 in Q.C. Horizontal ��FDRCODCp'A / $~q,-Z rri r_ --}I - - 5`97EM WALL w/2t6 PONY WALL .. _ _J 2 I / - 1891 �� _C`= _' 7 tp1 I� _ '�✓ `qC� if r �' �`0 I I U I I ! IF-�v�- .ram�,� if.....,.'-"1 F I y I r-- II --'� . - L 1 rli roF1ELn«t5 1 ri I : i i Wet Bar I [' i H.r., -(5)2A6y Trr) L,.:_n 119'-O'CEI{fN6f -- / 1, C/,� Cr /� 1 iBedroom#5 J _ , �'S ✓/ lJ�yI �/ Vt. t I 9!o•OILING I BLCXJCING(RP) -1-�C) 1111 I:1 ",(- I C'1 L� �C I F I I I Si '� \�I P.TOP FLG.JNT.NGRB, Cr:::" I is I II 11 I E:(YEPJOR WA1J.BELL I i �'" it REF 1 -- \ �z } CrawL Space '`J , 1 ICJ bite CJl�' I! = !IS)2x4'e \ tZ III- B' TEM WALL —F-........ Ja+n"' wa',w:xr�:e: w...av-.�J ., I�I ; (-I �I • i G ..... �1 _ NI 11 I 1 ', 'r FA�CPF HGI2,9.- I I I -.q g.: 11 III to FAN I� 'l./ { }_ If (372 G(IW) �6 / T ,' . Utility/Storage 15!5`" 1 . I r' -SEAM BY OMER. 1 \I .re vtmw F.,,,_,. m III I s 11 Great Roo i, -, T� i i i . 1 -,, � FACE FLG.J5T.HORS, I I�f I I I 1 � �I Y 7�t---1 WALL�.1w12x4 FURRING- ._ _ . _ 0Ca � I I , Imo I I , (- e ,,L iI I ; q $J 1_L_LJ_,L 1 L ipN e 1 _Yf-(3)2xC'8(1W) i I L A i ¢t`? I • ql Covered Deck m ro II i i i 1 �.�, s STEM WAIL DIME-CCkICEP2F0 '.ai I - .. _ . FLG.HOR. = r, y I I Am,.TOP FLG.J9T.MGRS. � �CxGB2 DF POST � I 1\ I I 8'9TEM WALL W 2x6 PONY l46LL- - - 10 cc*EC]:1NO WoN E _ J rf, 1 D liIII�' Bedroom#4 r-'--' I L I i I Crawl Space 1 ALL LEADERS*BEAMS 2xlo(Pn Hill 0 TO BE SIZED BY ENGINEER • 2x 10#2€7P LEGPER JaerS 1 • 9'-O'CEILING '\ r G l 1 1 1 I Wl U2"STAGGERED LAG BOLTS(GALV) - J6• i i i 1 i i]~� ' s'STEM WALL (2)HOEDOWNS wi TENSION DEVICE �'�µ U I r r, a. PER R502.2.2.3 I / I L 11 1 . - ` ) Lie, � - (ONE @ EACH END OF DECK) AX 24"PROM PECK ENDS �"�* FLG.JST.HGRS.�� 1 FLAMING q! ,-rL--..__aJ L . 6'MAX.SHEATHING NAKED AT 1 FACE FLG.J97.HGRS. 6'MA ON CEHI'ER.70 ((2l 91MP-DTT2 2x1 O(PO LEDGER - J JC1i3T v/Ilt'I HOER- CHIN i12(bALV)ALL THREAD PJ 1/2'STAGGERED LAG BOLTSCOMPOWFE DECKING () n HpONN9 DOODLE aasTED .0'TEN5101,1 DEVICE 2.5' MIAJL'I TER.2502.2.2.3 • • FLOOR JOt97 (024'� `.FROM EEND9 M) 2x I 0 92GF Ja5T5 • II2•STAGGERED LAG BOLTS GAL 81MP.W921 O ®IE•GTRS, .aP.sq • RREE44yy ( J015f9 HG5. 1•7'• w Y dISE WfE1 LEDGER 4�R H� 2x 10 A2 OF LEGDER SECTIONAL • • m x NTS PIMP.W5210 U� • f.......x �J015T9 HG9. - • • I 2;® 1 • ( 9 � A SCALE; I Ja'=I'_o'ON I I.•x I 7'PAPER s J @ y 2' SCALE TM'=I'-0'ON 22 x34'AAPFP. 0� l • / �� R2 7OMNG 1/2..WASJIEOERE0 LAG REWIl(GALV) 2J G.CTR. 2x104'2 PF LEGDER 5TICY.FRAME MAIN FLOOR FRAMING FLAN • xI WASLSER WIDER SCREW;'IFAD IE•C;R9, WOOS FRAME BUILDING STAGGERED E3V LFDbFR Fv/ALL MILDER TO VERIFY ALL DIMENSIONS • DETAIL#I (K502.2.2.3) CONSTRUCTION NEEDS TO COMPLY WITH HARLON S TRACI MILES RESIDENCE • N75 2015WA5HINGTON STATE ENERGY CODE[WSFC] ADDRESS: 270G WAShINTON BOULEVARD BUILDING TO COMPLY WITH THE IRC 2015 BUILDING CODES PLUMBING TO COMPLY WITH THE PARCEL: P 1 17G5 3 20f 5 UNIFORM PLUMBING CODE FOP-FAMILYDWELINGS DRAWN BY: BRUCE RUSTAD DATE: 07/20/20