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Home My WebLink AboutPermit File BLD-2019-0452 4208 Osprey Lane (5) I I _ - � � �• ° may �J I�N1@g' � �� ! sec F� varied line of trees and other existing I t/e.vegetation between Marine Drive and Lot 4 Required Landscapingk mg t i 1 , .: Calculations .lesalL. o : 9 +� Y planting mix.water and tamp 3"mulch CORTES oil" , ' (10)existing trees Site Area 12,143 sgft C0 veair pets3"mulchITY DFANA\ l 7 planting mix.waterand� ¶ # o ' s'Ii!! #yY� c' 3"mulchtamp backfill mix to remove air o l % of site area to be landscaped 20% - R2 Zone �, _ pockets �''•rtlfr '�11�IIR� ` 1 (per AMC Tables 19.42.020-.030) 2,428 sqft required '"� wateringbasin berm �� r watering basin berm watering basin berm F�6sting Nees r 1 1 _ and vegetation 2 967 sgft provided a uu ll/l►� --I �:,�YT ��i �'Oo� — �elilltl►� , 1 — /. I I I— - • .�% I �tit�l�l[i�t�l�ri� ��:: n —ferhl¢er tablets-2'-6"depth I —III t��„a =1 r \, 1 Compliance with AMC Ch 16.50 Tree unit credits required: — I I ' AMU 'st I '��! _III r I1 peel burlap back from top 1/2 II ,^ ` i+ ' I— I I f � peel burlap back from top 1/2 Tree Preservation • 12 tree units required of root ball after placing shrub III — _I I i �j I of root ball after placing shrub Deck I I Tree unit credits retained: I — rin planting hole-remove _ fi lantin hole-removei fiberglass or treated burls \ Ili 10 1. L I ` ' II fiberglass or treated burlap —III 1-1 II I IIII ' I P i I I—IIIIII— completely III I I- — completely UNDERWOOD I 1 Tree unit credits provided: I i I—1 l I I 11— I I_I — I 1 2 new deciduous trees &ASSOCIATES.LLC F - _i planting pit shall be a minimum of planting pit shall be a minimum of (min. 2" caliper @ 6° twice the root ball width and twice root ball diameter twice the root ball width and twice the root ball depth WOOS 4th Street I Residence I \ \ above ground) the root ball depth • 0 new evergreen trees (8 anacort s,360.588.0471 washington 98221 1 in height) ground cover detail tree detail mikeunderwood, AlA / 1 shrub detail Number of required street trees 1 per 30' of frontage >30 lineal feet of frontage = e 1/4" = 1'-0" 1/4" = 11-0" \ / 1/4" = 1'-0" www.underwoodarchitecture.com I I i�� j 1 1 street trees required y�G 0 Mil - : -- -— j W'1 1 street trees provided ntryQ _ �' n m / _- n � �; 1 �� \�' driveway N�� S'^� I"� ZpQO 6�.ti, {�J c ��. .i �- 2 '� walkway / 4 1 Plant Schedule types and quantity as available p,,/I�.,L/n,,./ ` �,.( �i/ 7D•�� '`" •�� pN� U OrP^t^ I� CJ lawn ► 1 symbol-city. trees-(botanical name,common name,-size/comment) ►� neat. �!� /i L ,,,,r)//1- 04 / / FILE COPY 6- L �e / / j n r' / fire hydrant(e) \ 2 Acer c rcinatum,one Maple - 2 cal. �o / L roc- de Tao?/" 1 / / / 1 symbol-city. shrubs&perennials-(botanical name,common name,-size/comment) �`' / CITY OF ANACORTES =_ — se 3 Tinus'Spring Bouquet'-2 gal. v? _ _ < ryo0 ,� PLANNING & BUILDING DEPT: �� 3 Assorted Azaleas-2 gal. y�c \ \ �� Plan � APPROVED PLANS 7 Landscape ��0 _ 6 Lavandula x intemredia'grosso'-2 gal. so: . \ � � . PERMIT #: bLD � �� \ \ 1/16 1 0 I \ \ ADDRESS: Za 2' S r Landscape No es: / ?S / 0 / ' / >> S8'T APPROVED13Y: �, / ' � Q, / ry /�\ \ ,ot 4\z+� $tJ( ECT TO FIELD INSPECTION. APPROVED PLANS 1. Any discrepencies with the drawings, specs, and or site conditions shall be 7. Fertilize all plants at time of planting per manufacturer recommendations. �yca��° , ' %e HALL NOT BE ALTERED WITHOUT AUTHORIZATION. brought to the attention of the architectprior to proceedingwith construction. 5 N 8. Contractor to apply a pre-emergent weed killer to all planting beds per manufacturers a� cc5o``� � ' 7, 2. The contractor is responsible for locating utilities prior to beginning construction. recommendations. / g N ' 3. Plant material locations shall be coordinated with sprinkler irrigation head 9. 6" of top soil to be distributed throughout- to be Skagit Soils or equal. .�t4 0,4, __ locations to avoid any conflicts. �'° mq 5 \ _ 10. Top dressing to be Skagit Soils compost or equal. Ai /�o� / \ 4. Landscape contractor shall be responsible for any coordination with subcontractors as required to accomplish planting operations. 11. Landscape contractor to coordinate with dirt and grading contractor to allow proper / material heights. / 5. Where shrubs and groundcovers abut curbing, walks, and or catch basins / / / VHisIteTErecdT minimum planting distance shall be 9" from same. Mulching in and around plant areas is to be 2-3" thick and should be checked at least / / / // �o'OG�Oh before and during summer and rainy winter seasons so that an adequate base is present. ,6. Landscape drawing is schematic and actual locations may vary due to utilities, / / 04, , irrigation, drainage pipe, or existing conditions. To establish a healthy root system watering is an essential requirement for the first 2-3 / As Michael G.Underwood years while plants are being established. Prevent over watering which may rot plant roots. / / I � ? state of Washington Water times should be limited to early morning or late evening. / // r 9/22/21 I / ' I Permit Set ,R Aw+eA1 rc , ro•ec>=•wT a p1^ �e / ` / - -\-- m rmr wA;r.+a:m" 'tea" a �� •Sao 5C • / ' ael 14/ Project name: LIRE TABLE_ LOT , --\\ / ' I s� Stout Lot 3 C�r�-t rti7� wr reM woAre WAR e*—�� .�. \\ \ / • // `, I 50\Qa 4 Ar.1a wonssAzwR � Ar , � � 1 �� Residence LOT 5 \ .,.t,e. E.Praia PEP.0 waaapPOCCE 2 , , /70 p/ wn axa a arw+ura,r 1..leewxr.c Wmceeam uwee SASr wm �e O 5GLriVE TABLE �' 1uc.w we Tan a Kw n e o n @'1etlAnaw.T1TMae„w mews .Lj ``©��CI • mn uAs,rcitr rwwe.Ao o„n....wa+smoo. alp• O/Y+ \ `O'��■'4P• ® ` co°n.a MWAt.. An a 1+Ww"1Wera \ a� \ — /eWIc : u "'a =31 / -�� ` 11I \ \ \ 451 / \ rProject Address: tona4. Or r£l '9RRL'l4] 7irate. \ � .� \ MARK `\ LOT b 3F • itAcwTsr-Aw iT wo cAwm wTA.c+LA.uv,wc.®uee2 / \. _ �.s , MOPPEDE,FE.Ew4014 EWE%AMNtre Macaw*waM.�aM>P �..i 4208 Osprey eE�' lY WE e.wAT[WOI MiM wawa nr[IeS.G I-r!R paw , / / • \ _Y/9. ' Lam•.a.�RD YLOI M.IG..GKQ.�� y. 11 0tarr WA V,Ob1C1 AT or parr \ \ ay r \ -1:41. '\\ ,a0 L1G be Mni IQNRTOAIP•..TIIrM mY1W(AM1G1.NMl:UM WeN4 \ \At LOT 3 l 0 1 +. M.w..tx1541M +TAgIIDreGTiva \ Lane 0\/ i._. �. I > WEPOTAT,a. sworn KEW z.mww.nr owftab sera \ / • ,q r / \ �\ somiY vMt1 tnRnwo on IOC.A\d N A Me P TM YM.. / iV it -O. / �� N. 23,5p, eat mrw+wGTa.un�rn.es,wmroro+r.ns wcAnwa \ \ / \ / ' Year: Stout0 (y/'] Ay, \ 00� OTY4 ANYtP \ \ III \ / Y -\ // `� ,•: '�^ ;• ^W \\ '� .i1O..Y... Re OP NW"AT M'. R.Y Wee(L»V.TG,Y..T, ..C, Project Y • Lot 3 / 1 ftn\ -46!t i ,/vPr .6�—cs— ,+g `.YAP.».'..... \ \ \ �,2 \ o °0a\5 ��/ ' Issue Date: rev 03/01/2020o j, / .` a Sw+o IMAM.IMAM! et wrym tWEIEWE PEPS a Pox 4w Sn-'CY �'� / ♦ / , - w�wo`aw+aunt uma w.cww•SRT Pa xa w.Aaaa shy \ `C��`2 ,,pO /r / '��, \\ / •\ /wrtwn SPEW wo 9eaNww wae..na.g Pm a SWAMs \ \ 40# y,Th \ Qr� `pit+ ,�•�`" , C // j .,� yLOTC. ;� I 10/0011P la as MAu°+re"ewsswsr°`•`m�eaw .lumnwEln �ASe \ e� b0\2y�G`!,®�•V /'` - / LOT 2 ,. ..PeTwt69l..Ilet�lW Are w.s.. �V. ". 4(/�� / / eh Revisions a� / r / / }`/ ,/ v / i m SWOT cater meson Ora Iu ra r MO wsaa `99 V,S AP \ ' `b �' CO'� / Cj•,O '`O�• 'y —w yETT1Tj _ ! .K'• • / "l TT w s. Mae oeranRl a MOH STMEWP w.wwnT omr OWED pacu•ED r,, . \ <fr 5 / � � , ,gyp � , I Neel camp warann,ern-vll°aWwa / \ C 'C < ' 8�• _. i 3A,, r!Y 5)3. 75r O� n nm,W.wWr cee+enar Ina mix NeMN12 PPP eww.+°tn+e> v \ \ \ \� �SCA `6 0 �'S '1,"3 �' , o / Q`' a5 \\� �� ° No. Date Description o /. 5��+� �-g f _ ;,�w..r...,��.n.„z.,�.a,m.m...1.��.w,..e.�R,K / / e�O `c�\\ c; / 1 03/01/20 Landscape >D We m weeT Kw lie swam ix ear rveeee Pie wane/CM" \ J5 �� / • O / / _..,�• '�•. ' �• V- wage war An PORMVW TO TIt'JCb'T.�A[T.moo falDR 5` 4 p rube. Q nWane�uosomeonm WSW Wmm'�ra'Y"`s`' w v mooc1er.�. \ \ / �5 `L agQt. / Y yy R "�aT/ w ee�wwa i .waw—:moo weo.e: �` w ir' V e.oa.wnsmawe.Rwnww mwmean Ole"ma&eeeal �D` �\ \ / / (pC�' QI, JIB I iJ' MMUt MO 9 eMzm+.vAtaeoen zaeoaw,.wecm°W,n AAo gas«eom. m�� "J' / '!_ 5 \ \ ``\ LOT Tenn.>yaenR,..EN woe°TO.aia,ke��. `S� �. ^� \ �/ 5� / 1peci AL Ane me sopaEE M.Mn cla M 2 emote 1tsWy,yM •� a� LOT I Q I °' C5 Vry �3 / \ 'J P/ `P. ANA-04-009 p� �� i,�� \ `oJ / M t 4C4 Mw.weYr.iel'as.m pl '��t Q\a& .pro / R � .MREW.IawA.iReNT 5�G �C••�\ 0� 0� IYMO+m1/1RM'JaLOT i / a. LOT A z o n o n '''4, �G�y, ��Q / Site Plan GWYMa1T XJW 1tleiOM%1 5"RVEY R A PCRIIGN OF DATA I+VGMT,1oA A LIBBER AE Lee coS5•PLLG - T°POSRAA.G •S RATY �enEAL,WA SECTION T.T,'b N.a I E.kM. CRAMS M-096 TW �� O° Q GeN'!YM a ..O U[E STREEt AT,Q+ 51-A51T GP.wTY,kA6MIM6ION J®4 1 silt �$ /O- / 31'1 MiYJ/',E p5TRfft Ode/MP� rot 4TQIT IIQ'!4.LLL .t ept. 4 MVO`rStWJII.W.9.11! .fanOGa-d$ 'a"1 e 1 CI, 00)0 !YO.0 I.O NO PAR �� _ CO Civil Survey (i) level 1 - Site Plan 1 1/2" I\ 1 00 = 1'-0" 1" 100 3/10/202010:52:02 AM U UNDERWOOD Maximum Building &ASSOCIATES,tic _ N _ _ H ei ht — N� 109' - 0" 1005 4th Street anacortes, washington 98221 360.588.0471 level 2 roof mike underwood, ALA 103' - 2 7/8" www.underwoodarchitecture.com level 2 mirr ._ as a94'- 1 3/4" s ME - -L--...- I i_I _-. -- \ Iimmiii _ �. NS �.'as raliMMIMI __ go Woo MS i MI in mg IMPISSWIli �: ONIIMMM � =Imiimair — _ levelk a..�. ____- 183' - 0" -1 , II - - - -- - -_ II —1i — III III I I ! < iili..i , I -- IIl _ II '._—II : - fI I ! iI I ' I - • © Height 1/8" = 1'-0" / / / -10 7/32^ 9878 Registered / , ±_m_y/ I ARCHITECT Michael G. Underwood State of Washington le 81'-10 3/8" 78'-01/4" 9/22/21 Permit Set / / Project name: \ � m 82'-815/116" Stout Lot 3 1 Residence jjpj(1jp,. Project Address: & 4208 Osprey 81'-51RH Lane / 44, , < CFe<, Project Year: Stout Lot 3 E o \ ,tfr g �s Issue Date: rev 03/01/2020 cl \ Al Revisions 03 76'-615/16" Building Height: No. Date Description o \--A'° 79.75 / i 81.5 82.6 / Osprey la e N, \ �' 11101• 79'-81/4" 76.5 / 67 2 ► 62 M 67.5 m 593.25/8=74'average height 1 0 74' +35' allowable= 109 feet max. height r Proposed: 108.5 feet< 109 feet=0K! g / / Height Plan 0 O level 1 - Height Plan - p0 1 1" = 10'-0" a N Al 00 . 1 3/10/2020 10:52:05 AM 4 `e { 1 t • MiitfenaNier t t a i.. I: UNDERWOOD &ASSOCIATES,LLC Stout Homes LLC Q fle \>4<q Meui © eQOfte WAa 1 \vV/1vV/ anacor 10' Washington 98221 9 360.588.0471 mike underwood, AIA site mike@ underwoodarchitecture.corn / / A \ "" c>�. "LAiIM y,,.� N/K/L P{-G- w7'4i Q� 1i0009®�7 i / chid: . t f• • _ /1fJ� f�fl4 / re°& o� 474�,>& 4-._ Aa--- o • N, ii,:,-.1, IIKM 1 �- I � . -:y ... is ,�. 3 Vicinity Map 1/2" = I-0" This Is A Standard List Of Abbreviations Used By This Office. Items tog ()5191% La Listed Mayor May Not Be Used on This Set of Drawings. Energy Code Notes General Notes Anacortes Zoning Code Building Information AA.b. Anchor Bolts /± Ga. Gauge p R. Riser 1. All potential contractors shall thoroughly familiarize themselves with Zoning Category: Residential District 2(R2) Site Address: 4208 Osprey Lane Ac. Acoustical G Galv, Galvanized IN Rad., R Radius This building is governed by the 2015 WSEC Add. Addition Glu-lam Glue Laminated R.d. Roof Drain Prescriptive Energy Code for Single Family and Duplex job conditions before bidding to ensure that they understand the scope of Permitted uses: Anacortes,Wa 98221 the work.These notes are general in nature and are intended to set the detached single family dwelling units Architectural Sheer List Adj. Adjustable/Adjacent GLB Glue Lam Beam Ref. Reference Housing, minimum standards for construction. Any conditions which are not clear Lot Size(minimum in zone): Parcel Number: P61871 A.f.f. Above Finished Floor Gr. Grade Regd. Required Alt. Alternate GWB Gypsum Wallboard Rm. Room Energy Credit Requirements:3.5 points (Medium Dwelling or are different than required by code or site conditions shall be brought 7,500 sf to the attention of the designer immediately. The contractor shall verify Setbacks: Building Areas: Sheet RO Rough Opening Unit less than 5,000 sf of conditioned floor area) all dimensions and conditions on all sheet drawings and in the field,and By PUD approval LO-Daylight Basement Living Area: 1,233 sf Number Sheet Name p Bld. Building HB Hose Bib Energy Credits Proposed: 3.5 points notify the designer of any discrepancies before proceeding. Lot Coverage(maximum allowed): L1-Main Floor Living Area: 2,123 sf D Blk Block H HC Hollow Core 35% L2-Upper Office: 552 sf 9678 Registered B.O. ByOwner Hort. Horizontal SC Solid Core S2. Specific notes and details shall take precedence over general notes Allowable Height: Total LivingArea: 3,963 sf Btm. Bottom Hr. Hour Sect. Section Efficient BuildingEnvelope 1d: 0.5 Energy Credits A000 Title Sheet ARCHITECT SF Square Feet p and typical details. Three stories,but no more than 35 feet B.U.C. Built Up Column Hdr. Header q Prescriptive compliance is based on Table Garage: 604 sf A001 General Notes UJ BWP Braced Wall Panel Shtg. Sheathing R402.1.1 with the following modifications: Vertical 3. Dimensions shall supersede scale,and are measured from edge of Michael G. Underwood Insul. Insulation Sim. Similar fenestration U = 0.24 stud. A100 Site Plan State of Washington Cab. Cabinet Spec. Specification Decking r Patios: 9 Int. InteriorA101 Level 0 Floor Plan c Cdr. Cedar Sq. Square Master Bedroom Deck Area 80 sf SS Stainless Steel High Efficiency HVAC Equipment 3a: 1.0 Energy 4. All work shall conform to the latest approved editions of the standards Main Deck Area: 216 sf A102 Level 1 Floor Plan exp. 09/22/19 C.j. Control Joint Jt. Joint Credits listed in"codes". Project Directory A103 Level 2 Plans Clk . Caulking Std, Standard Driveway&Walkway g g J Jst. Joist Gas, propane or oil-fired furnace with minimum y yAreas: 452 sf Stl. Steel p p A104 Foundation Plan C.L. Centerline Stor. Storage AFUE of 94%, or Gas, propane or oiled-fired boiler 5. Provide 6"high temporary and permanent address numbers on site Permit Set CMU Concrete Masonry Unit K Kit. Kitchenwith minimum AFUE of 92%. that are viewable from the street. Owner: Steve Stout Site Area: 12,143.36 sf A200 Building Elevations Col. Column SS Storm Sewer Stout Homes LLC A201 Building Elevations Conc. Concrete L Lay. LavatorySusp. Suspended 4404 H Avenue ° ° Lot Coverage by Building:3,060 sf 112,143.36 sf=25/o<35% OK! A300 N-S BuildingSections Project name: Efficient Water Heating 5a: 0.5 Energy Credits Anacortes,WA 98221 Constr. Construction Ivl Microlam timber Codes Cont. Continuous Isl Timberstrand timber T. Tread Residential bathroom lavitory sink faucet:1.00 Lot Coverage by Impervious Area: 3,512 sf/5,663 sf=29% A301 E-W Building Sections T TOF Top of Footing gal/min Architect Underwood&Associates, LLC A302 Wall Sections Stout Lot 3 TOC TopOf Curb Residential kitchen faucet: 1.75 al/min 1. building 2015 IRC 1005 4th Street DD. Dryer Mat. Material g 2. mechanical 2015 IRC Legal Description: A400 Level 0 Lateral Plan Dbl. Double T&G Tongue &Groove Residential shower heads: 1.75 gal/min Anacortes.Wa 98221 Residence Max. Maximum 3. plumbing: 2015 UPC Mike Underwood,AIA (0.2788 x)LOT 3,@ITV OF ANACOR NO.BOUNDARY LINEADJUSTMENT N0,BIA-20150009, Df Douglas Thk. Thick RECORDED UNDER AUDITORS FILE NO201510080086,DESCRIBEDASFOLLOWS:THATPORTION A401 Level 1 Lateral Plan 9 Mt. Machine Bolt 4. energy and ventilation: 2015 WSEC 360-588-0471 OF LOTS 67,68,AND 69 ANACO BEACH,SKAGIT COUNTY,WASHINGTON,AS PER PLAT Dn. Down TOS Top Of Slab Efficient Water HeatingCategory 5b: 1.5 Energy RECORDED IN VOLUME 5OF PLATS,PAGE 4,RECORDS OF SKAGIT COUNTY,WASHINGTON,ALSO A403 Level 1 Floor Framing sprey Ln Mech. Mechanical g ry DS Downspout Memb. Membrane TOW Top Of Wall Credits BEING A PORTION OF THE SOUTHEAST 1/4 OF SECTION 27,TOWNSHIP 35 NORTH,RANGE 1 EAST, A404 Level 1 Roof Framing ��? Tv Television W.M.,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE MOST Dtl. Detail Min. Minimum Water heating system shall include one of the Project Description Plan o T Typical SOUTHERLY CORNER OF LOT 2 OF THAT CERTAIN BOUNDARY LINE ADJUSTMENT MAP Project: Stout Lot 3 DW Dishwasher Washer Mir. Mirror yp' yp following: Gas, propane or oil water heater with a RECORDED UNDER SKAGIT COUNTY AUDITOR'S FILE NO.200403020078,ALSO BEING THE A500 Foundation Details Issue Date: 1/27/2020 Mi Metal minimum EF of 0.91 New construction of a single family residence. WESTERLY MOST CORNER OF LOTA FILEOF NE POINT SHORT 2;THENCE NO.ANA-04009,RECORDED V UNO Unless Noted Otherwise AUNDERLONG THE SOUTHERLY COUNTY LINE O AUDITOR'S NO.200408250062;THENCE NORTH 57°-52.27 WEST A501 Details Ea. Each ALONG THE LINE OF SAID LOT 1,ALSO BEING THE NORTHERLY RIGHT-OF-WAY EL Elevation (n) New MARGIN OF ANACO BEACH ROAD,FOR A DISTANCE OF 131.03 FEET TO A POINT OF CURVATURE; A600 3d views cis Elec. Electrical N NIC Not In Contract Var. Var es THENCE ALONG THE ARC OF SAID CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, Revisions-0V VCT VinylCompositionTile THROUGH A CENTRAL ANGLE OF 51-11-06(CALLED 51-10-43 ON PREVIOUS DESCRIPTIONS)AN A700 Interior Elevations o Elev. Elevator NTS Not To Scale R-Valueand U-Value Minimums: ARC DISTANCE OF4467FEET(CALLED44.66FEETONPREVIOUSDESCRIPTIONS),MOREOR No. Date Description EQ Equal Vert. Vertical LESS,TO THE EASTERLY RIGHT-OF-WAY MARGIN OF MARINE DRIVE;THENCE NORTH 44-02-01 Grand total: 20 Equip. Equipment 0 OC On Center Vest. Vestibule EAST ALONG SAID EASTERLY RIGHT-OF-WAY MARGIN OF MARINE DRIVE FOR A DISTANCE OF Fenestration U-Value: 130.22 FEET TO THE TRUE POINT OF BEGINNING;THENCE CONTINUE NORTH 44-02-01 EAST d (e) Existing OFCI Owner Furnish / 0.24 ALONG SAID EASTERLY RIGHT-OF-WAY MARGIN FOR A DISTANCE OF 96.66 FEET,MORE OR Exist. Existing Contractor Installed W W. WasherLESS,TO THE SOUTHWESTERLY CORNER OF LOT 4 CITY OFANACORTES SHORT PLAT NO. Ext. Exterior WI With Ext. U-Value: ANA-0&001,AS PER SHORT PLAT RECORDED UNDER SKAGIT COUNTY AUDITOR'S FILE NO. Opng. Opening WC Water Closet 0.30 20100120001,THENCE SOUTH 57-58,-11 EAST ALONG THE SOUTHERLY LINE OF SAID LOT 4 FOR A NF OSB Oriented Strand Board WD Wood Exterior Door W/ glazing): DISTANCE OF 114.28 FEET,MORE OR LESS,TO THE EASTERLY MOST CORNER OF SAID LOT 4, 2 M FD Floor Drain ( g g): ALSO BEING AN ANGLE POINT ON THE WESTERLY LINE OF LOT 5 OF SAID CITY OF LY LINETES • Fin. Finish W/O Without 0.20 SHORT PLAT NO.ANA-08-001;THENCE SOUTH 28-13-01 WEST ALONG SAID WESTERLY OF o ^ P-lam Plastic Laminate Wp Water Proof Ceiling (attic): LOT 5 FOR A DISTANCE OF 20.06 FEET.MORE OR LESS,TO THE SOUTHWEST CORNER OF SAID a F.f. Finished Floor P g ( ): LOT 5;THENCE SOUTH DISTANCE 7 WEST FORA DISTANCE OF 102.66 FEET:THENCE NORTH 3 CO Finished Slab 1 Ply Plywood 1/yl/1IF Welded Wire Fabric R49 40-25-25 WEST FOR A DISTANCE OF 10.64 FEET,MORE OR LESS,TO A POINT BEARING SOUTH - - PR Pair 45-57-59 EAST FROM THE TRUE POINT OF BEGINNING;THENCE NORTH 9 WEST FOR A FLR Floor Ceiling (attic w/ adv. framing or single DISTANCE BEGINNING.OF94.65 FEET,MORE OR LESS,TO THE TRUE POINT OF - PSL Parallam timber layer rafter): [ Fnd. Foundation PT Pressure Treated ty F.o.c. Face Of Concrete R38 F.o.s. Face Of Studs Ext. Wall: o Ft. Foot Or Feet R21 Title Sheet cu Fur. Furring Floor (over unheated space): bc itz F.e. Fire Extinguisher R30 COCU \L. CCI n El HOW 1 ,.. JflJAN3C2O2OUA000 u, ,ITY OF ANACORTF- Ci 1/29/2020 12:59:50 PM General t"+� `` 1. Not all buried utilities located on this site are shown on these drawings so call 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped 73. Notches on the ends of solid maynot exceed one-fourth the depth. 111. Attic Access: Provide min of 22x30 access to attic areas greater than 30 square `- _ ' , UTILITIES UNDERGROUND LOCATION before doinganydigging here on thisjoists joistP " Energyand Envelope Notes °`� gg 9 anywhere galvanized steel, stainless steel or copper. (Exception: 1/2-inch diameter or greater Notches in the top or bottom of joists may not exceed one-sixth the depth or be feet. Construct with 518 GWB and capped with r-49 insulation. Provide plywood p • site of any depth 1-800-424-5555. steel bolts.) [R317] located in the middle one third of the span. Holes bored in joists may not be within 2 baffle at edges to contain adjacent insulations. Provide min. 30" vertical clearance t , � • 2. Verify all dimensions at site, all dimensions are to outside or center line of wood inches of the top or bottom of the joist and the diameter of any such hole may not above opening. [R807.1] I , framing members and concrete unless noted otherwise. exceed one-third the depth of the joist. Holes and notches must not be within 2 inches 112. Stairs shall have a max. of 7 3/4" high risers and 10"deep treads. Provide a 161. Requirements: Check with building department having jurisdiction prior to Exterior Shell of each other. [R502.8.1]. 3/4"to 1 114" max. toe overhang. Handrails shall be 34 to 36 inches above the toe, bidding to determine if that building department has any special framing or backing 3. All stumps& roots shall be removed from the ground to a depth of 12" in the area and be set 1.5"off the wall, and have a grip of 1 114" min.to 1 112" max,. [R311.7] requirements to meet the energy code or for any other reason. occupied bythe building. No excavated material is to be used for backfill under any91. Flashing: Flash and counter flash all exterior openings as required to make them . P 9 For notching and boring of manufactured floor joists refer to the manufacturer and concrete without approval of the city1 county. All fill under concrete to be compacted weatherproof. Tops of all exterior horizontal wood fenestrations to be flashed with 113. Fireplace to be supplied with outside combustion air duct of at least 6 sq. 162. Air leakage: Sole plate is to be caulked or glued to floor. Rim joist between PPP follow their requirements fully. [R502.8.2] pit-run fill to 95%. metal caps with drip edges to direct moisture away from wood. See [R703] inches, and provide a readily operable damper. Install gas fireplace with clearances stories to be caulked/sealed. All holes in building envelope are to be caulked/ UN D E R W OO D 74. Joists, rafters and trusses must be supported to prevent rotation by installing solid &ASSOCIATES,LLC 4. Building and Structural Design Loads 92. Trim:All exterior trim splices&siding joints to be mitered. Provide a 15 degree blockingat each bearingpoint or as required bymanufacturer. [R502.7] and combustion air per manufactures recommendations and by code. sealed including but not limited to electrical, plumbing & HVAC penetrations. Outlets, q switch boxes and recessed fixtures on exterior walls or ceilings are to be caulked/ ground snow load: see stgructural notes min. bevel on ends of joining boards. 114. Window fall protection: See R312.2. sealed with approved sealant, or have foam face gaskets installed. All recessed lights 1005 4th Street Roof live load: 20 psi-see notes for other pitches 75. Bearing partitions perpendicular to joists must not be offset from support by more Roof dead load: see structural notes 93. Make all roof penetrations for venting etc. on non-conspicuous side of ridges. than the depth of the joists. Joists must be sized to accommodate the load and as are to be IC rated, air tight&sealed to surrounding surface. Rough openings around anacortes, washington 98221 Floor live load: 40 psi(residential) Coat any ABS or PVC piping with a protective paint,designed for UV protection and minimum double joists are required under parallel bearing partitions. Joists framed Plumbing all windows&doors to be sealed/caulked, 360.588.0471 into sides ofgirders must be supported byjoist hangers or ledger strips. R502.4 - mike underwood, AIA sleeping only 30 psi to match the adjacent roof color. PP 9 9 P • [ 1 Floor dead load: see structural notes 121. Inspection: No plumbingor drainage system or buildingsewer maybe covered, 163. All ceiling exhaust fan ducting to be insulated as per code &to have as few 76. Bearing: In floor construction,joists and beams must have not less the 1.5 inches P 9 Y bends aspossible&to terminate at the exterior of the building. mike@underwoodarchitecture.com deck live load: 40 psi 9 concealed or put into use until it has been tested, inspected, and approved. [UPC 9 5. Lateral Design Conditions of bearing on wood or metal and not less than 3 inches on concrete. See [R502.6]for 103.5.1.3] additional exceptions and requirements. 164. Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around Lateral wind load: 110 mph see structural notes for exceptions Framing 122. SupplyTesting: Plumbingsupply pipingmust be tested with workingwater wires, pipes, &outlet boxes. Seismic category: D1 77. All plywood and OSB subfloohng is to be glued to the supporting framing 9 PP y Soil Minimum: 1500 psf Walls members; glue is to be applied in strict conformance with manufactures directions. pressure or, except plastic piping, 50 psi at pressure. [UPC 609.4] 78. Provide solid blocking for lateral support at each end of joists, and at all 123. Drain Testing: Plumbing drains must be tested with water filled to the highest 165. All HVAC ducts installed outside the heated habitable space to have sealed 51. Cripple walls must be framed of studs not less in size than the studding above. intermediate supports. vent in system or 5 psi air pressure. [UPC 712.2, 3] joints, corners, and boots, and insulated to a min. R-8. Foundation And Site Preparation When exceeding 4 feet in height, such walls must be framed of studs having the size 10, All wood used in forming and placing concrete, if within the ground or between required for an additional story. Cripple walls less than 14" high must have solid 124. Protection:All piping passing under or through wall must be protected from 166. A one perm or less vapor retarder(ie: kraft paper, PVA paint etc..) is to be foundation sills &the ground shall be removed. Remove all loose or casual wood in blocking or with sheathing on one side. All cripple walls shall be supported on Roof breakage. Approved provisions must be made for expansion of hot water piping. Voids installed on the warm side of all insulation. continuous footings or foundations. R602.9 contact with the ground from under the building. 9 [ ] around piping passing through concrete floors on the ground must be appropriately 52. Wood columns must be restrained to prevent lateral displacement at the bottom. 81. Plywood roof sheathing, if exposed on underside, must be exterior grade. sealed. [UPC 313.1] 167. All recessed light fixtures in the thermal envelope to be certified under ASTM 11. Access: Access shall be provided to all under floor spaces. Access openings [R407] [R803.2.1.1] through the floor shall be a minimum of 18 inches by 24 inches. Openings through a E 283 and so labeled,or sealed around the exterior in an approved manner to be air perimeter wall shall be not less than 16 inches by 24 inches. When any portion of 53. Column and posts located on concrete floors exposed to weather,water splash 125. Support: Horizontal piping must be supported at sufficiently close intervals to tight. the through-wall access is blow grade, an areaway not less than 16 inches by 24 or in basements must be supported by concrete piers or metal pedestals projecting 82. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each prevent sagging. Pipe supports for ABS may not exceed 4 feet on center. [UPC 314.5 inches shall be provided. The bottom of the areaway shall be below the threshold of above the floors, unless approved wood of natural resistance to decay or treated separate space by vent openings protected against the entrance of rain and snow. /314.5.1] 169. not used The required area shall be 1/150 of the area, except may be 1/300 of the space if the 126. Whirl ool bathtubs must provide a removable panel of sufficient dimension to the access opening. Through wall access openings shall not be located under a wood is used. The pedestals must project at least 6" above exposed earth and at openings are split with 50% but less than 3 feet below ridge. [R806.1] p P least 1" above such floors. [R317] access the pump. [UPC 415.1] 169. Exterior doors to be adjusted so weather-stripping, threshold, &door sweep door to the residence. [R408.4] 12. Ventilation:All under-floor areas shall be provided with 1 sf of foundation vent for 54. Separation:There shall be maintained a minimum clear separation of 6" between 83. Insulation dam must beprovided at the attic access opening when usingblown-in are working properly&seal well. p P P 9 127. Water heater relief valves must be provided with a drain, not smaller than the each 150 sf of floor area. Locate vents within 3 feet of corners as practical and any wood and earth, or the wood shall be of a type with a natural resistance to decay insulation. [WSEC 502.1.4.4] relief valve outlet, extending to the outside of the building and discharging downward 170. Blown-in attic insulation, if used,to be installed in strict conformance with provide cross ventilation,cover vents with corrosion-resistant wire mesh with openings or treated wood is to be used. [R317] 6-24 inches above grade. [UPC 608.5] of 1/4" in dimension. Continuously operated mechanical exhaust ventilation at a rate 84. Trusses must be designed by a registered design professional, in accordance manufactures recommendations for density&coverage. Provide vent baffles as of 1 cu ft. per minute for each 50 sq feet of crawl space may be used. [R408.1] 55. not used with ANSl/TPL1 standards. [R802.10.2] required &insulate &weather-strip attic access door. 128. Hose bibs must be protected by an approved non-removable type backflow 13. Foundation drains shall be provided around all concrete or masonry foundations 56. Place a vapor barrier of tyvek or equal over all exterior walls. [R703.2] 85. Truss bracing must be provided to prevent lateral rotation and provide lateral prevention device. [UPC 603.4.7] 173. All Gas Combustion Appliances, Except Stoves & Cloths Dryers, To+lave that retain earth and enclose habitable or usable spaces located below grade. stability in accordance with the individual truss design drawings. [R802.10.3j Drainage tiles,gravel or crushed stone drains, perforated pipe and other approved 57. Top Plate: Exterior wood stud walls must be capped with a double top plate 129. Water heaters must be anchored or strapped in the upper and lower third of the Combustion Air Ducted Directly To Them. materials must discharge bygravityor mechanical means to an approved drainage installed to provide overlapping at corners and intersections with bearing partitions. 86. Truss members must not be cut, notched, drilled, spliced, or otherwise altered in tank to resist horizontal displacement due to earthquake motion. A distance of 4 inches 9 End must be offset at least 24 inches. R602.3.2 . Exception: advanced framinganywaywithout the approval of a registered designprofessional.Addition of loads 174. Provide programmable thermostats to all heatingsystems. system. [r405.1] joints [ ] P PP 9 9 must be provided between the lower strap and the controls. [P2801.8] P 9 Y 14. Vapor at space with min. 6 mil black colored, shall be allowed with one top plate, provided all provisions of stud, rafter,joist, and that exceed the design load for the truss will not be permitted without verification that 14. V moisture baffler,Barrier:laps Cover be 1 ground" min. and crawl sealed,with ends to extend upfoundation truss locations are aligned per[R602.3.2 exception]. the truss is capable of supporting such additional loading. [R802.10.4] 130. Water Heater Pan: When a water heater is located where water damage may occur from a leaking water heater, a watertight pan must be installed beneath with a Supplemental Energy Notes walls a min. 12". 58. Notches: Any stud in an exterior wall or bearing partition may be cut or notched minimum 3/4"drain to outside of building. [P2801.6] - .15. Damp-proofing: Foundation walls enclosing basements below finished grade to a depth not exceeding 25 percent of its width. Studs in non bearing partitions may must be damp-proofed from the top of the footing to the finished grade. be notched to a depth not to exceed 40 percent of a single stud width.Any stud may Safety 130b. All electric water heaters in unheated spaces on concrete floors shall have a R-Value and U-Value Minimums for zone 4c: be bored or drilled, provided that the diameter of the resulting hole is no greater than R10 incompressible surface under unit. 16. Yard piping for water service shall be at least 12 inches below grade. Water 40 percent of the stud width, the edge of the hole is no closer than 5/8 inch to the Fenestration U-Value: 0.30 pipes may not run or be laid in the same trench as the building sewer or drainage edge of the stud, and the hole is not located in the same section as a cut or notch. SGHC: 0.40 unless both of the following conditions are met: [R602.6] General Requirements 131. Seat: All plumbing fixtures, including toilets, must be caulked or sealed at their base. [UPC 4072] Skylight U-Value: 0.50 a. The bottom of the water pipe, at all joints, shall be at least 12 inches aboveWindow U-Value: 0.30 \ 878 \ Re9is1Jthe to of the sewer line. Drillin 1.A stud ma be bored to a diameter not exceeding60 ercent of its width, 101. Address: Every building must have its address plainly legible and visible fromExterior Door(wl glazing): 0.30 ARCHITE the street. Numbers shall be minimum of 4 inches high with a minimum stroke width 132. Freeze Protection: All water lines to be protected from freezing. If water lines b. The water pipe shall beplaced on a solid shelf excavated atone side of the provided that such studs located in exterior walls or bearing partitions are doubled 9 Ceiling (attic): R49 p p 9 P are not located completely between heated space and insulation provide insulation as ,� common trench with a minimum horizontal distance of 12"from the sewer or drain. and that not more than two successive studs are bored. of 1/2 inch. [R319.1] Ceiling (attic wl adv. framing): R38 P2604.3 2, Approved stud shoes maybe used when installed in accordance with therequired to assure pipes are protected from freezing. Michael G. Underwood [ ] PP 102. Emergency Egress: Basements, habitable attics and every sleeping room must' Ext. Wall: R21 State of Washington manufacturers recommendations. have at least one openable window or exterior door approved for emergency egress 133. All water pipes to be insulated to a min of R-3. A circulation system to provide Floor(over unheated space): R30 Concrete And Reinforcing 3. Provide metal nail plates in all locations where plumbing or wiring comes or rescue. Windows must have a minimum open area of 5.7 square feet(5.0 square hot water to all fixtures requiring hot water is MANDITORY. The pump shall be Floor(unheated slab): R10 and 24" at perimeter horizontal or vertical at stem. exp. 09/22/19 within 1 1/4" of the edge of any stud. [R602.6.1] feet if on the ground level), minimum net clear opening height of 24 inches and a capable of turning off when the desired temperature is reached and demand is nill. Floor(heated slab): R10 under entire slab 21. Footing top surfaces must be level. Footings shall be stepped when necessary minimum net clear opening width of 20 inches. Finished opening may not be more Below grade walls: R10 Rigid at exterior of stem wall or, to change the top surface of a footing or where the bottom surface of a footing 59. Fire Blocking shall be provided to cut of concealed draft openings (both vertical than 44 inches above the floor. [R310] R15 Rigid at interior of stem wall or, Permit Set exceeds a 10% slope. [R403.1.5] and horizontal)and to form an effective fire barrier between stories, and between a top Mechanical R 21 at 2x6 framing on interior of stem wall w/ 1" thermal break story and the roof space. [R602.8]and [R302.11] 103. Carbon Monoxide Detectors: Install an alarm outside each sleeping area per between stem wall and framing. 22. Sleeves shall be provided to protect all piping through concrete and masonry R315. Project name: walls. [UPC 313.10.1] Install fire blocking at: 104. Smoke Detectors: When work is performed that requires a permit, or when a 141. Approval: No mechanical system or equipment regulated by this code may be note: Additional energy efficiency features are required.1, Concealed spaces of stud walls and partitions, including furred spaces and sleeping room is created, the entire building must be provided with smoke alarms. A connected to fuel source until approved by the building official. [R111.1] 1. small dwelling unit: 1.5 credits required. S+LO Ut Lot 3 23. All footings to be placed on firm inorganic, undisturbed soil of 1500 psf(min) parallel row of studs or staggered studs as follows: smoke alarm must be installed in each sleeping room and outside the sleeping room 2. medium dwelling unit: 3.5 credits required. a. verticallyat the ceilingand floor levels. 142. Testing: Gas piping must be tested at a minimum pressure of 3 psi. Gauges 3. large dwellingunit: 4.5 credits required. bearing capacity and to extend a min. of 18" below finished grade. Tie wall vertical area in the immediate vicinity. There must be at least one smoke alarm on every floor gResidence reinforcing steel to continuous footing steel. All reinforcing steel below grade to have b. horizontally at intervals not exceeding 10 feet. level. All smoke alarms must be hardwired and interconnected. Smoke alarm shall be used for testing must have an upper range of not more than 1.5 times the test additions <500 sf: 0.5 credits required. a 3" in embedment, lap all rebar splices and corners 30 bar diameters. Unless 2. All interconnections between concealed vertical and horizontal spaces such installed not less than 3 feet horizontally from the door of a bathroom [R314] see IRC pressure. [IRC G2417.4.1] 42 0 Osprey L n otherwise noted on plans. as occur at soffits, drop ceilings, and cove ceilings. for building alteration exceptions. 143. Equipment in Garages: Gas appliances generating a glow, spark or flame �2 3. Concealed spaces between stair stringers at the top and bottom of the run. capable of igniting flammable vapors may be installed in a garage, provided the pilots, Girders And Joists 4. Openings around vents, pipes, and ducts at ceiling and floor level,with an 105, Guards must be installed when a floor or grade is 30 inches or more above an bumers, heating elements and switches are elevated at least 18 inches above the Electrical Project: Stout Lot 3 E approved material to resist the free passage of flame and products of adjacent floor or grade that is within 36 inches horizontally from the edge of the floor. [IRC M1307.3] ° 12" walkingsurface. Guards must be a minimum of 36 inches in height Open guards Issue Date: 1/27/2020 31. Wood joists closer than 18 or wood girders closer than to the ground, must combustion. 9 P 9 144. Clothes dryers ducts must be smooth metal and terminate outside the building. of natural resistance to decay. R317.1 1 5. Site built chimneys and fireplaces, fire blocking must be a minimum of 1 must have intermediated rails or ornamental pattern such that a sphere 4 inches in ry181. Electrical outlets shown on the plans are those required for convenience only, be of treated wood or woody [ ( )] Screens shall not be installed at the duct termination. Ducts may not be connected or provide all outlets as required bythe national electric code & required hookups Revisions r inch thick and supported on metal strips or metal lath. [R1003.19] diameter cannot pass through, except at the toe triangle where 6" is allowed. or at qprovideq P 6, Cornices of a two-family dwelling at the line of dwelling unit separation. stairway guards where 4 3/8 inches is allowed. [R312] installed with sheet metal screws. Maximum duct length is 35 feet. The maximum for all appliances and equipment. Provide recessed meter base. Provide GFI &WP b 32.All wood in contact with concrete, masonry or earth must be pressure treated length must be reduced 2.5 feet for each 45 degree bend and 5 feet for each 90 protection where required by code. No. Date Description o wood or foundation grade cedar or redwood, and marked by an approved agency. 106. Garage Separation: Garages must be separated from a residence and attic degree bend. [IRC m 1501.1 /m 1502] Cut ends of treated posts must be re-treated or be provided with protection from 60. Headers:All openings in bearing and exterior walls are to be provided with a space with not less than 1/2"drywall on the garage side. If there is residential space 182. Lighting -75% of permanently installed lamps shall be high-efficiency lamps. [R404,1.1] header as indicated on plan or plan legend. 145. Exhaust Fans: Bathroom, laundry rooms, kitchens and similar rooms must be contact with concrete. [R317] above the garage,the ceiling must have 5/8"type-x drywall and all supporting walls 112" drywall. [Table R302.6 vented by an exhaust fan. Duct must terminate outside the building and be not less must have 33. Pressure treated wood shall be used for those portions of wood members which 61. Stud partitions containing plumbing, heating, or other pipes shall be so framed and ] than 3 feet from any opening into the building. [IRC M1506] form the structural support of buildings, balconies, porches, etc., when such the joist underneath so spaced as to give proper clearance for the piping. Where a 107. Garage Door: Anydoor between a garage and a residence must be either a 1 318" 0 9 9 9 146. Exhaust Fan Rating: Kitchen exhaust fans must be 100 cfm minimum. members are exposed to the weather without adequateprotection from a roof, eave, partition containing such piping runs parallel to the floor joists,the joists underneath wood or metal door,or a 20-minute rated door equipped with self self-closing device. p q 9 Bathroom exhaust fans must be 50 cfm minimum. [IRC Table M1507.4] M overhangor other covering. Such members mayincludegirders,joist and decking, such partition shall be doubled and spaced to permit passage of such pipes and shall 9 9 [r302.5.1] 15 posts, poles and columns. [R317] be bridged. Where plumbing, heating or other pipes are placed in or partly in a pP 147. Water heaters:Appliancesgarages located in shall be elevated at least 18" partition, necessitating the cutting of soles or plates, a metal tie not less than 1/8" thick 108. Garage Floor: The floor surface in a garage must be an approved non- combustible material and sloped toward the garage door or floor drain. R309.1 above garage floor. [P2801.7] 34. Ends of girders entering concrete or masonry walls shall be provided with a min. & 1 112 wide shall be fastened to the plate across and to each side of the opening P 9 9 [ ] air space of 1/2" at tops, sides, &ends. [R317] with not less than 4-16d nails.59 109. Showers must have a nonabsorbent wall covering extended to 72 inches 148. Electric resistance zone heating: one mini-split heat pump must be installed in the largest space. above drain inlet with water-resistant backing. [R3072] 9 P Residential General Notes GeneralNotes B 35. Post Connection: Provide a positive connection between the post support& post Floor o and between the post and the beam sufficient to ensure against uplift and lateral 71. Joists framing into the side of a wood girder shall be supported by framing 110. Furnace shall be installed to have a min total clearance of 12" @ sides with a 2015 IRC displacement. anchors of the required finish and type. [R502.6.2] min clearance of 3" along sides, top, &back. If placed in a garage,set unit on a updated 6120116 tio 36. Deck Materials: Structural exterior posts,girders,joists and decking to be cedar platform to provide a minimum of 18" height above garage floor. [IRC M1305.1.1] = or treated material. 72. not used General Notes AOOI ,,, 1 U 1/4" = 1' D" 1/29/2020 12:59:51 PM Required Landscaping y . "� �.� Existing trees and vegetation vat t. r�i. \ Calculations I. • ' Site Area 12,143 sqft co „ polaemoventing iair pockets x. water d tamp 3" mulch \ ° � 7� planting mix. water and 3" mulch e - 3"mulch tamp to remove air backfill mix 1 % of site area to be landscaped 20% R2 Zone �, _ pockets r • (per AMC Tables 19.42.020-.030) 2,428 sqft required �► watering basin berm „%tki • �� watering basin berm — watering basin berm 2,967 sqft provided xGIRI►� .•ate.* fir i•i^i•-•• •.1.- GIm►� it , Deck I \ fertilizer tablets-2'-6"depth t ,• MMENNtaratar. Com laance with AMC Ch 16.50 Tree unit credits re uired: ' .ummosomo" uMENNrastr_'' - k Tree Preservation 6 tree units required — `��NosUI peel burlap back from top 1/2 ` _ IIIIIMIM�� peelburlaptop back from 1/2 of root ball after placing shrub t of root ball after placing shrub Tree unit credits retained: - J r in planting hole-remove — y _ rill _ in planting hole- remove w _ _ _ • 6 fiberglass or treated burlap l iL fiberglass or treated burlap 1 r - \ tC Tree unit creditsprovided I I I I. i ' completely 1� completely UNDER4WOTO�D Residence I 1 2 new deciduous trees — ►i I III- \ planting pit shall be a minimum of planting pit shall be a minimum of (min. 2" caliper @ 6" twice the root ball width and twice root ball diameter twice the root ball width and twice 1005 4th Street \ above ground) the root ball depth the root ball depth , II I Garage 1 0 new evergreen trees (8' anacortes, Washington 98221 o.: - I in height) 1 1 Covered7- _ sr. 4 ` i ground cover detail tree detail 360.588.0471 Deck Number of required street trees 1 per 30' of frontage shrub ru� detail�l mike Underwood, AIA ) Entry , Q' m , 4 i k * >30 lineal feet of frontage = � , 1/4" = 1' 0" \� 1/4" = 1'-0" G�/ 1/4" = 1'-0" mike@underwoodarchitecture.com _��CO1 street trees required � driveway 1 street trees provided - - Iv Q. walkway 1 H_ - - - lawn \ \ / / \ Plant Schedule types and quantity as available Marine Drive w fire hydrant(e) 1 symbol-qty. trees-(botanical name,common name,-size/comments 1 1 CO' 2 ZZnLrnonnarne, sizeicornrnent __ symbol-Qtv. me,-sizelcomments / _ varied line of trees and other existing sa 3 Tinus'Spring Bouquet'-2 gal. vegetation between Marine Drive and Lot 3 Landscape Plan 0A 3 Assorted Azaleas-2 gal. �\ t_•� g z \ y 1/16" = 1'-0" !1 } /`wLt�Q,tulcW N�o7t5 F� CO 6 Lavandula x intermedia'grosso'-2 gal. Landscape Notes: -_--- ) 'L� s \- c-, approximate toe of bank 1. Any discrepencies with the drawings, specs, and or site conditions shall be 7. Fertilize all plants at time of planting per manufacturer recommendations. L' brought to the attention of the architectprior to proceedingwith construction. s'-o" g X X S 44° 02' or W 8. Contractor to apply a pre-emergent weed killer to all planting beds per manufacturers side yard setback 2. The contractor is responsible for locating utilities prior to beginning construction. recommendations. - - - - - - - - 96.66' - _ _ - - — - property line r-- \ 3. Plant material locations shall be coordinated with sprinkler irrigation head 9. 6" of top soil to be distributed throughout - to be Skagit Soils or equal. 1 locations to avoid any conflicts. 10 I I I I 10. Top dressing to be Skagit Soils compost or equal. / 4. Landscape contractor shall be responsible for any coordination with o 9 20' 0• subcontractors as required to accomplish planting operations. 11. Landscape contractor to coordinate with dirt and grading contractor to allow proper .2 g, o ea5ement 1 material heights. t toyI 5. Where shrubs and groundcovers abut curbing, walks, and or catch basins I N minimum planting distance shall be 9" from same. Mulching in and around plant areas is to be 2-3" thick and should be checked at least 50%slope ' �� before and during summer and rainy winter seasons so that an adequate base is present. I \ 6. Landscape drawing is schematic and actual locations may vary due to utilities, 2 g1j4^ buildin sewer andsrormwater irrigation, drainage pipe, or existing conditions. To establish a healthy root system watering is an essential requirement for the first 2-3 I ..•1 g years while plants are being established. Prevent over watering which may rot plant roots. �I 1 Water times should be limited to early morning or late evening. I 1 j 1 1 I.:.I H - - - 9878 Registered 1 \ ARCHITECT ..snip ,a. I approximate i. - 1 Z top of bank o \ — � �•,,,^ ' I o Michael G. Underwood '� / " i 1. . `p State of Washington LIRE TABLE LOT 4 r , . ©_- _ ra-2,•�a mrvrrv..T4.r leer dali V � \ 12r MnF- •�7E-r-u fRAP.NAarty �- 1� c exp. 09/22/19 y / 5P ANA o&-oo \ I Reside 1 \ LOT 5 s.r,ee reecrt.wan '., �T / 41 �p; nsam o®.�<.mm root roar cairn \ "�vE T� Y - Permit Set .Mr ANC srnMe BLE / g 1 as .....wror-.-Mn.xwern,.m...wrwR,ws+"°rnr,warm (p rP' Len AaAe rder u,e Aw oM.-wnuan P.rw. ,j u 7:-";::: i El , �ii I,, t `• ♦ ,, cawn'w ruwc mA,swwr.w.. z. a \\ Project name: n sra]• .a3T / /' ♦ 7�>'�J3•g 't • .C.Aa Mr.a.r UV WACO Krilua..w sruM.m u.rr Z " e��[a LOTbMOW- I _ Stout Lot 3 / \� r �),-Q\\ 5g NOTE�.b,\ MCAT.wnr we aw..rvw Aw.mo 1 + `by IlfM.lv.r beef PM.tlM6l.a.(.y N.)Nle•6 MLYA,Ma.Aw1[TMwrfM.r Y...M-OL n.eA.�lal-e]' O 5%bw / t \\ � y}�, ter % KilMrrrRw60 YOR Al ]OOgf00J.1 ]. ntl MM'.W VOA®AT n[NlFwwrWr,.LM•A 44 TRM -" _ - _- -_ {r i e IOqPtLGAn11.MWMr IAOIrN. N•1!'.NIICOiI Air LOT 5 \ •• \\ o .. Me.o,..A rMm /Sel W �-I�-pram How. Silt fence around construction area .�� I Residence �4' / ) \ •\C` f i .araraaATAx arznu..e..a nema]T raT w PLY..as.w+s.w uuTr M/.AMU w M..wrrr, ,p, / 44. - + �) \ •\ ��, ple0e TO W,,,,,°,,,� ,,,,,le SW•0/0 TO canine TM w Place straw over non-stockpiled Deck Entry _ _ - - , � � ' ylosvift re'I"/ + , - � w� a +y, \�" \ - sen�. Me disturbed soil r I • s p re y L n / � ,, /\. �"� �E I �.M. ...- BMPC233 lands in / 1 r ��\\\ _ \ w p•M,ML 11C•OP yr AT.MrrT CONSOC•.,]•ro.OM.4.. MOA / TY fir. • O y• - i`� )/ \ r p �...Anc.• eV Aare cap 9 / / / i 8 driveway \ Project: Lot 3 �'� �S �• ♦ • di, w.srLr aTns�.ou.wcc.r+P LOT �� f KNMAre CONi Cr fa w cnr w AYcamO Oa RAT NO MA-wm ��j'a1. \ N • wM+..••an.wvrr MCC P / . \ ` b iY..AOOWORAL SWAN AMD..TA,MC...d.UTM.,.QT.w M.00..8 i 1%slope , + Y Lor c �5^�^� �•^°°'�«� Fla It. 1 f / \ Issue Date:Stout Lot 020 / `� / , , rasaeeaLw."..raMesw war.rm.ADITOR L — — — — — — — I' o , LOT 2 / • ' et � ...e#PAC.$Cara�e APE NNE*. III, / \ / -7. _ „iat ,; n Oran WATT essea.e.Mrw-.«.n - �] — _ walkway / V BMP C105 Revisions 43 $ , — "r�° '� f .;• // a- 1l S p� a acre•oerwwai n wla..TArra•r.,wawm COD Cater-Leweeo \ ;6 / _ ol'� -:• . ;,� I QA noe•w..omen Perome*I L Mn. 30PL m lawn �a / / ° y s �, g yw sTsra, i I-; w e'"a" "° '"nm""" a` BMP CTS.13 Post Construction \ No. Date Description . , " � .Q $ '3a — �0 5l•� r A..m+ww.T cNa m IS4-pa aka Mv..Mrr ww.ew a prorrn.a.• „ / nuc rarer n.e,ueawier.Wn9r -re Kbw wtl Rvr79 tn'M F, / / 30•@ q par ruhAT an mew T.one m r*—•eare lie rtsos.D Tam soils=8 min. b od ''� Q ^'�rio•e^ ^mar FrOperrif Mr on BMP C121 -Mulching I existing water meters \— / 1 o .'a crone. ""°"' "."°0,°'wn°°ne. ' existing PSE power 1 Date 1 Revision 1 `78�7 axeu.orn meat••ors aroM e.0..5 / c -?+, �, a" w ,0 r - , �,,�° ]a, ..,, BMP 120-Permanent Seeding temporary soil I \ Cy LMM 8 racehrw ]anunn•aoe,avcw.uva,mwmo,roc.rorern' .rrwrawxm. stockpile area /p LOT B >„ mice o G,.P,. e.. m Ne]eo]]. 1 trans.pad I 1 \ '�A�P LOT I Q r w,„,�..°�.r.�.w..�. - ... _ \ �„ `P. ANA-04-OO 9 BMP C234 Vegetative Strip / existing fire hydrant �.. 1 \ 4H�co 14 Q4G 5��352 \ — — / Provide cover and silt fence I I h &F w M N -4c 1rlla11Lema alit P LOT]a t w at unworked soil stockpiles edge of paving 1 \ ss y,(T A..MQ"eilageMra A Lode. .M S (h 3 `O _'iieAAO4� '' TMT CON --- > NCI BMPC123 \ �� LOT A z o CV - Concrete washout area 1 Lot 4 o ,I- — — using plastic kiddy pools Lot 3 in o a w l il \ t — _ — r � — __ — - BMP C154 LI55ER* A55OLIATES,PLLL Ta ,. W�• 91R./EY.T.A PO.At.1 of R, .M nIRS �- - - - Osprey Lane \,n ' �, 434 00 r,p" Property line Site Plan Spc,TgN T,T,w N•0.I E-IJIy. e� e ou.r>•T��LAIp ux L LOINSIEE �LUTgN oaerm mart.�srO1a r 'LLt .,®'n..,.a� S s0° — 2,340 sf ptop O *OAT 404M- 4NA 42 SW. .. 44 17" aaos.M-,ua ..x PATE amslcf4 m_�L 102.86' W — - - — — — �� — N28°�11,E ND WD o a -N' Civil Surveylevel 1 - Site Plan 6 (1) 1" = 10'-0" Al 00 H 1 1/2" = 1' 0" 7 V 1/29/2020 12:59:51 PM Window Schedule Door Schedule Floor Plan Legend Rough Type Mark Family Width Height Count Hardware Comments Key Value Keynote Text Type Mark Family Rough Width Height Count Comments D1 french- single 3'- 0" 6' - 8" 1 threshold &weatherstrip A15 Emergency Egress Opening/Path, see 102/A001 W1 Window-Casement-Single 2' -6" 5' -0" 10 D3 panel-single 2' -8" 6'- 8" 13 E01 Smoke Detector- hardwire connect all detectors and provide each with a battery backup- See W2 Window-Casement-Single 2' -6" 4' -0" 10 D4 Double-Panel 5' - 0" 6' -8" 4 104/A001 W3 Window-Fixed 3' -0" 5'- 0" 3 D6 5 panel - 3x glass 16' -0" r - 0" 1 E02 Install an approved carbon monoxide alarm outside of each sleeping area in the immediate W4 Window-Fixed 4'- 0" 1'-6" 4 D7 Double-Glass white trim 6' -0" 6'- 8" 2 threshold &weatherstrip vicinity of any and all bedrooms 5'0" above floor- see 103/A001 W5 Window-Fixed 4'-0" 5'-0" 4 D8 panel-single 2'- 0" 6' - 8" 1 M07 Exhaust Fan - vent to outside - See 145 & 146/A001 W6 Window-Fixed 2' -6" 1'- 6" 19 D12 panel-single 1'-6" 6' -8" 1 W7 Window-Fixed 4'- 0" 4' -0" 5 D13 french -single 3' -0" 8'-0" 1 threshold &weatherstrip W9 Window-Fixed 6' - 0" 1'-6" 1 D14 panel-single 3'- 0" 6' - 8" 3 U N D E R W OO D &ASSOCIATES,(LCWI 1 Window-Fixed 3' - 0" 1'-6" 4 Grand total: 27 W13 Window-Fixed 2' -6" 4'-0" 2 1005 4th Street W14 Window-Fixed 1' -6" 6'- 8" 1 anacortes,washington 98221 63 NOTE: all exterior doors to have low 360.588.0471 Grand total: 63 threshold and to be weatherstri ed. pp mike Underwood AIA NOTE: mike@underwoodarchitecture.com 1. Windows within 18" a.f.f., within 24" of door swings, and within 24" of wet surfaces (tub/shower areas) to be safety glazed. C6) @.) (Th Floor Plan Notes: �/4 1. All dimensions are to face of /// stud unless noted otherwise. 61'-2 3/4" 23'-61/2" 37'-81/4" / 2. See foundation plan for / 18'-0" 5'-61/2" /I 13'-3" I 12'-91/2" 11'-73/4" / additional framing notes. / 3'-31/2" 2'-6" 3" 4'-0" 3" 2'-6" / 2'-6" 1'-5" 4'_0" 2'_6" 3" 4'_0" 2'_6" / 2'_6" 3" 4'_0" 3'-10" / 2'-6" 3" 4'-0" 4'-0" / / / // // / / / / / // / / / // / / // 3. All exterior walls are 2x6 - 16" o.c. Studs unless noted otherwise 3 © Oil y� A 3 (u.n.o.) g302 A300. !� A300I - - ' 4. All interior partitions are 2x4 \-\- "I ) 16" o.c. Studs unless noted ® S ® I ® ® ® otherwise. A15 A15 I 5. Provide backing in all bathrooms z for towel bars, toilet dispensers, A 01 icine cabinets, et Coordinate o I with owner for locations. z b 1 Bedroom 4 Bedroom 3 Bedroom 2 6. Provide insulation around all A302 A300 to private and loud rooms (bathrooms, bedrooms, laundry, etc.) safety 7 o" m c A A — — — _ — ® `° Legend: to vs . . ,- Exhaust Fan - vent to ® ® ® to (D4) N (D4 7'-33/4^ outside See 145 & N " � h � 146/A001 [V 2 N ® ll lll�ll1 ` s.d. i ` S� rod&snelff v Shower Room I T o Mo7 rod& ® l I N SD Smoke Detector- ardwire w/c D3 4" �D� L ® W connect all detectors and s.d. m 4� provide each with a F2 �` D3) A700 4)3 ) D3En �_ battery backup - See D12 �67 Bathroom.. a — s.d. / a d&shelf III II tO y 104/A001 r �i w r � fV AA 4— i space I _wl N ley layy-- 1_—I'j—a / SeeA001forkeynotes EICCEISS Familym� Closet In tallEoz 1 .Q\ ` b o- c. A N ( > 9878 I Registered I 5'-4" 7'-2" 7'-53/4" \ ARCHITECT I N \ \ aondoodl I 1ant 1 \ State of Washington 1 A301 io / \ ( , ;' I \ exp. 09/22/19 D3 U' 1i.: — — — — — - --r — C4Th• storage �, \ Permit Set I I under stairs - \ �a ` I \ Project name: crawl space \ C )\ Stout Lot 3 i_ 40 — — — _I__- — — -H - Provide 5/8"type X g.w.b. ..4 I, — \ — 5 at underside of stair - i I ; Residence outline of foundation above 1 , , \ ,ft ` aigillpprey Ln I E - Project: Stout Lot 3 i Issue Date: 1/27/2020 o r - _, 1 — — I — — — '- — — - { — 6 Revisions 1 � t \ No. Date Description I I \ t 1 I \ i I I \ I I \ v P. I I ro \ v en v I \ � v I I v i 1 — - ' - - � � - - .� _ 6 L Level 0 Floor Plan 0 A E level 0 - Floor Plan w @) 1/4" = 11-0" A101 U 1/29/2020 12:59:52 PM Floor Plan Legend -�- priesiormicer Window Schedule Door Schedule - . Rough Type Mark Family Width Height Count Hardware Comments Key Value Keynote Text p �` Type Mark Family Rough Width Height Count Comments - 1111"i _ 4 D1 french-single 3' - 0" 6' - 8" 1 threshold &weatherstrip AM Fireplace: gas fireplace -zero clearance rating as selected. Install gas fireplace with clearances and , W1 Window-Casement-Single 2' 6" 5' -0" 10 D3 panel-single 2'- 8" 6' -8" 13 combustion air per manufacturers recommendations and by code. 173/A001 1, A's, W2 Window-Casement-Single 2' -6" 4' -0" 10 D4 Double-Panel 5' -0" 6'- 8" 4 A15 Emergency Egress Opening/Path, see 102/A001 •W3 Window-Fixed 3' -0" 5' -0" 3 D6 5 panel - 3x glass 16' - 0" 7' - 0" 1 A16 Garage Separation, see 106/A001 1` W4 Window-Fixed 4' - 0" 1' -6" 4 D7 Double-Glass white trim 6' - 0" 6'- 8" 2 threshold &weatherstrip A17 Garage Door rating. Door to have self-dosing hardware. see 107/A001 W5 Window-Fixed 4' -0" 5'-0" 4 D8 panel-single 2' -0" 6' - 8" 1 A23 Guardrails: 36" above adjacent finished floor. Space uprights so that a 4" sphere cannot pass through the W6 Window-Fixed 2'-6" 1' -6" 19 D12 panel-single 1'-6" 6' -8" 1 guardrail plane, 4" max. between floor and bottom rail. ' W7 Window-Fixed 4' - 0" 4' -0" 5 D13 french-single 3' -0" 8' -0" 1 threshold &weatherstrip E01 Smoke Detector- hardwire connect all detectors and provide each with a battery backup- See 104/A001 W9 Window-Fixed 6' -0" 1'-6" 1 D14 3 le anel-sin '-0" 6' - 8" 3 E02 Install an approved carbon monoxide alarm outside of each sleeping area in the immediate vicinity of any and UN D E RWOO D panel-single all bedrooms 5'0" above floor- see 103/A001 &ASSOCIATES,LLC WI1 Window-Fixed 3'- 0" 1' -6" 4 Grand total: 27 M07 Exhaust Fan - vent to outside - See 145 & 146/A001 • W13 Window-Fixed 2' -6" 4'-0" 2 1005 4th Street anamrtes,Washington 98221 W14 Window-Fixed 1'-6" 6'-8" 1 360.5s8.0471 NOTE: all exterior doors to have low cp: r Grand total: 63 63 mike underwood,AIA threshold and to be weatherstripped. NOTE: mike@underwoodarchitecture.com 1. Windows within 18" aft, within 24" of door swings, and within © �� C A Floor Plan Notes: 24" of wet surfaces (tub/shower areas) to be safety glazed. \B/ All dimensions are to face of 66'-z3/a^ stud unless noted otherwise. 5'-0" 23'-61/2" 37'-81/4" A See foundation plan for 1 s'-2 1/2?9'-o" 2'-6^ 11 e'-s" additional framing notes. / / // 5'-3 3/4" 2'-6" 3" a -o" 3" 2'-6" '�/ 2 -6" 3" a 19'-18'- 11 1/4"-0" 6'-o" / 3. All exterior walls are 2x6- 16" © al file shower wl zero clearance o.c. Studs unless noted otherwise lA302O Aentry-see section (u.n.o.) Ih a s rain head�t cei\ng — — 1 4. All interior partitions are 2x4 - �+ — A safe �� f., 16" o.c. Studs unless noted ® ® ® 0 (2)stud post / N otherwise. 1 ® I soaking tub O 'V © (D7) A15 ® \ / m - 5. Provide backing in all bathrooms 2 e _ l N r. for towel bars, toilet dispensers, I �� II medicine cabinets, etc. Coordinate b A301I N 2x6 wall wl shampoo n�e towel / A \ safety �\ with owner for locations. 3' 6" A 1 Deck o 1 _ — ç. , >300 r <6 �' S■■ '' C%\ 6. Provide insulation around all 2 e�° Mop to private and loud rooms (bathrooms, m bedrooms, laundry, etc.) A3o2 ® �`r s.d. Master Bedroom Master Bath CD3� Toilet ICEI ® N la A® N _/ _ ® - — I — — — — — 2 Legend: \ \ L \ II I II I II I I. -.�' - - -__.- - — 1 I 1 1 z'-s 12^ s'-o^ 1�a =1 _ , Exhaust Fan vent to II I II I II I - ' co; II c o 1 (D3) outside - See 145 & II I II I II • ., it _it I !oI double rod &shevesr_3" 2' 6" I s r. ,� ,, on %„ 4 Eo1 \ \ Master Closet _ so SD Smoke Detector - ardwire �I brifrl ® L connect all detectors and Ems- —L_ T l tall \(D3) / s.d. c.m.d. ( D3) (D3) provide each with a 6 -1" 7'-4 v /2'-2"� battery backup - See \ 12'-1" T°" — t� Pantry / / II I ! I lIiII III — 104/A001 3 — — / 2 `. to NM bookshelves See A001 for keynotes b al '-nchF_ ` ;\ A16 I Egl m rN; I I Kitchen ` I " / / Vistered MO' Laundry '' - A17 / P iv II I F — R �3 (D14) �1 N / / HITECT �,k Io Gj - 1 - c § m / ' / - I I a I o 6J m , �� Powder 7 N / a, lav washer dryer r, % / Michael G. Underwood ' ' ' A301 r ' �0 ' •g io —th 1— — / / ' State of Washington ® © Dinh - 1 ,� E I I�, C <5 r 11I Y Mil A16 / o Le m a 1 Iope , ,� _; ,-a tall �� 6gi�l I, / \ exp. 09/22/19 _ —I �i A7o N I— — — — — 4 J �� / ` rod&shelf between - io O1,/11 I I 1 �14l cabinets above sink - Permit Set `� �I I I F — H \ —� Closetrm ,/\ II --I- to Garage safety tall �-- — — — — zo 1 y +I rod &shelf �r DN Project name: A23 _ — -- - — _ Stout Lot 3 / 4'-0" 12'-0" 6'-51/2" 3'-61/2" / -13'-812" n 1 X 6a Residence m a 1 46Osprey Ln safety \ Project: Stout Lot 3 g ®©i _ ."_212" Issue Date: 1/27/2020 fak Living 3r _ \ - — I — �� ef a — �6 J Revisions o _ — Deck — — — — ® tab%r. C 6 No. Date Description 1 -' E A23 ®® 71n^^/ 3'-0" / De) s / Al iv Ill v / b" m i ® ® IW' ® / 1�_se, ANV �� E� ti� een b 1 A04 I (0' en gas fireplace 74. o• I- -\;-\—;-\ •;-%v Level 1 Floor ttt� Plan 8'_0" 6._0" .r w 7 0„ 5' 0" / 8'-O" / 8 _0" 8'-O" 9'-5 1/2" / T-912" A B / level 1 - Floor Plan Al 02 0 CID 1/4" = 1'-0" 1/29/2020 12:59:52 PM I-b 1 a A300 0' A300 ' Floor Plan Notes: 1. All dimensions are to face of T - -.. stud unless noted otherwise. 7 I I 2. See foundation plan for I I additional framing notes. 3. All exterior walls are 2x6 - 16" LIo.c. Studs unless noted otherwise I I 2'-6" 3" 4'-0" 3" 2'-6" 2'-6^ j to 1 (u.n.o.) /2" or 4x6 di#2 hdr 4x6 df#2 hdr 4x6 df#2 hdr ,, �.� _ L �___�IL 1 r 4 i L J 4. All interior partitions are 2x411 ^ \ a a safety _ \� 16" o.c. Studs unless noted ' E02 c.m.d. I I im otherwise. N 1 1 J 1 1 1 1 1 !_ L= \ D r sd \ I I I I I I I rovy4 36 ® m UNDERWOOD 2 5. Provide backing in all bathrooms N ®,.� r , I �� E01 N &AS50C/ALES LLC V d--4= for towel bars, toilet dispensers, O #1- , `Q medicine cabinets, etc. Coordinate \ s ]�r�R rh$Jt_ \ 1005 4th Street with owner for locations. 11 I 1 7� J anacortes,washington 98221 Simpson H1 at each truss to exterior wall plate Y Y I Y Y i jr r4ns+n" 360.588.0471 6. Provide insulation around all private and loud rooms (bathrooms, mike Underwood,AIA bedrooms, laundry, etc.) jmike@underwoodarchitecture.com ' I Legend: office — Exhaust Fan - vent to / 0 N - -— 29'-o^ N F50 outside See 145 8 a i 1utside 1 a I A301 I / \ c ft SD Smoke Detector- ardwire A301 m -CDT) connect all detectors and — a provide each with a C battery backup - See to _ _ 1 ■ _ — 1 Xx 104/A001 I to 2 ^ \ ft See A001 for keynotes . t 1,• A302 N s Wr r I ® - prEN �_ �` NM (\5, Level 2 Roof Ventilation — \ ,'N\ CO r 4x6df#2hdr 4x6df#2hdr 'x6df#2hdr 6 II II II I II Required: 510 s.f. / 150 = 3.40 s.f. 4 ®° 1'-6" ®^ /le / / LI I I I Provide at eave: 108 If of 2" screened I I metal continuous venting at .09 s.f./ft = 9.72 s.f. > 3.4 s.f. ok! 1 3 level 2 i- roof Framing Plan �� level 2 - door plan \ _y 1/4" 1 0 1 C-CD ��) A300 3'-3 1/2" 6'-10" / / / / sw1 sw1 I 10'- 11" A A / CI\ \ - 4z6 df#1 hdr ��L„��1-1— r -\ \� MST37 i 1 i i MST37 - .1`:' I 1 I 9878 Registered I i 11 'WA open stairwell (- ARCHITECT I I 11 7\ y MST37 I / P�� 1 T I I \ \• �/ m (2)2x6 b.u.c. (2)2x6 b.u.c. -I Michael G. Underwood - � ! \ /J 36^,-,,, III `1 — State of Washington efre ` /' \ 4x6 df#1 hdr— tb2.7x11.875 2.0 VL flush beam i exp. 09/22/19 C� 1 I I I I I 1 1 1 1 1 I Permit Set F... , (2)stud b.u.c. Roof Sheathing: 7/16°shtg-use 1453# I I I I I I I I I I Bd's at 6'edges-12'field[460 plf] o o a J I I I I 1 I 1 1 I 1 I 1 I b Pro '- < -' e 2 I A a N 11 I I ( 1 1 I 1 1 I N Project name: ` _ Stout Lot 3 ST6224 Floor Sheathing: 15132'shtg-use I a � " �_ I I I I I I 1 I I I Bd's at 6'edges-12"field[480 plf] $ I f I f I f i i f f I i Residence C'50- J 17 A301 r I 12@ 1 X I< 1 J. 1 11.875 BC]50001.7 16'oc I I I I > ► / t , Osprey Ln u a 5 , °`! 1 1 1 1 1 I I I I y�� . 92 .E -Al t',o-' J5 I I I I I I I I Project: Stout Lot 3 - \ I t 11 I 1 I I I Issue Date: 1/27/2020 I 02 I I I I I I I 11 Revisions 1453# I I I I I I I I • b I �I I_ 1 1 I I No. Date aesat,�tion I I I I I \ �� \ 5 0 4z6 df#1 hdr L2 tit 5.25x16 2.0 VL[bottom flush with joists] 1 7493# 6z6 post ` 7493# (2)stud b.u.c. n'-61n° 11'-6" / mlevel 2, - lateral plan sw2 HDU2-SDS2.4 6-SDS 1/4 x 21/2"screws,5/8'bolt,3'min wood thickness,[3075#] level 2''I - floor framing plan 0 4) HDU2-SOS2.5 6-SDS 1/4 x 2 1/2'screws,3"min wood thickness,SB518x24 bolt,18'embed. [3075#] 2 1 ) 1/4" = 1' 0" 1/4" = 1'-0" HDU4-SDS2.5 10-SDS 1/4 x 21/2'screws,3'min wood thickness,58518x24 bolt, embed. [4565#] H111S-SDS2.5 14-SDS 1/4 x 21/2'screws,3'min wood thickness,SB5/8x24 bolt,18'embed. [5645#] - HDU8-SDS2.5 20-SDS 1/4 x 21/2'screws,3.5'min wood thickness,PAB7-18 bolt,15"embed.[6970#] A 1/2 or 5/8"GWB-use 6d coolers at 7'oc [50 plf] HDU11-SDS2.5 30-SDS 114 x 2 112'screws,5.5'min wood thickness,PABB-18 bolt 15'embed. [9535#1 g B 7/16'shtg-use 8d's at 6"edges-12'field,blocked edges[155 plf] HDU14SDS2.5 36-SDS 1/4 x 2112'screws,4x6 min wood thickness,PAB8-18 bolt,15'embed.[10,770#] Level 2 Plans o C 7/16'shtg-use 8d's at 4°edges-12'field,blocked edges[230 plf] HDU14-SDS2.5(6X6) 36-SOS 1/4 x 21/2'screws,6x6 min wood thickness,PAB8-24 bolt,21'embed.[14,445#] D 7/16'shtg-use 8d's at 3'edges-12'field,blocked edges[310 plf] Demo E 7/16°shtg-use 8d's at 2'edges-12'field,blocked edges,3x studs at edges(395 plf] MST37 14-16d's-double stud to double stud[2465#] e F 7/16°shtg-BOTH SIDES-use 8d's at 4'edges-12'field,blocked edges,3x studs at edges [460 plf] MST48 32-16d's-double stud to double stud[3960#] m G 7116°shtg-BOTH SIDES-use 8d's at 3"edges-12'field,blocked edges,3x studs at edges[620 plfl MST60 40-16d's double stud to double stud[6235#] H 7/16'shtg BOTH SIDES-use 8d's at 2"edges-12'field,blocked edges,3x studs at edges [790 plf] A 10 3 v J 19/32'shtg-BOTH SIDES-use 8d's at 2°edges-12'field,blocked edges,3x studs at edges [950 plf] ST6224 28-16d's-double stud above[2540#]Shearwall legend Holdown Schedule '\,_, j 1/4" = 1'-0" 1/4" = 1'-0" 1/29/202012:59:53 PM HDU2-SDS2.4 6-SDS 1/4 x 21/2°screws,5/8'bolt,3"min wood thickness,[3075#] HDU2-SDS2.5 6-SDS 1/4 x 2 1/2'screws,3"min wood thickness,SB5/8x24 bolt,18'embed.[3075#] c. mt. ,.--• - HDU4-SDS2.5 10-SDS 1/4 x 2 1/2'screws,3"min wood thickness,SB5/8x24 bolt,18'embed. [4565#] HDU5-SDS2.5 14-SDS 1/4 x 21/2"screws,3"min wood thickness,SB5/8x24 bolt, 18"embed. [5645#] } HDU8-SDS2.5 20-SDS 1/4 x 2112'screws,3.5'min wood thickness,PAB7-18 bolt, 15'embed.[6970#] Floor framing notes: HDU11-SDS2.5 30-SDS 1/4 x 2112'screws,5.5°min wood thickness,PAB8-18 bolt, 15'embed.[9535#] Layout shown here is for schematic " HDU14-SDS2.5 36-SDS 1/4 x 21/2'screws,4x6 min wood thickness,PAB8-18 bolt 15'embed.[10,770#] design only. Manufacturer shall HDU14-SDS2.5(6X6) 36-SDS 1/4 x 21/2'screws,6x6 min wood thickness,PAB8-24 bolt 21'embed.[14,445#] provide and submit engineered design to the building department for approval MST37 14-16d's-double stud to double stud[2465#] prior to fabrication and installation. MST48 32-16d's-double stud to double stud[3960#] MST60 40-16d's-double stud to double stud[6235#] All joist to joist and joist to beam connectors to be designed by truss ST6224 28-16d's-double stud above[2540#] manufacturer. UNDERWOOD OHoldown Schedule 3ASSOCIAff$L!C Floor sheathing: 1/4" = 1'-0" 1. Use 3/4" cdx or OSB Sturdi-floor 1005 4th Street T&G, glue and nail w/ ring shank 8d's anacortes,washington 98221 CO \ /// C B \ at 6" at edges and 12" in the field. 360.588.0471 CA) Face grain perpendicular to supports. mike underwood,AIA 2. Provide sold blocking in the joist cavity beneath all post locations and mike@underwoodarchitecture.com I 1 between upper and lower studs at floor I g I I to floor holdown locations. Foundation Plan Notes: 5'-0" 14'-23/4" 9'-33/4" 9" 12'-03/4" 12'-o3/4" 12'-03/4" 9" 3. Provide blocking between i-joists at 1. Coordinate w/ mechanical and / / \05n0 / / X X 8'-3" x/ interior bearing locations where there is electrical for locations and sizes of tt - - -. / / a load bearing wall above. foundation / slab block-outs. - 1 I LO1b1:5.25x14 VL I-� LOPo1:5.25x14 VL LJtb1:5.25x14 VL I - - - 4. Provide timberstrand rims where 2. Fasteners: metal elements floor joists bear at exterior walls. including, connectors, must use hot- L_ - 1 - I - I i I I I I 5204# I I \ (2 stud post above 5. Connections: Simpson Company or dipped galvanized with ACZAmeetal when in I I I I I I I p P Ypressure treated a a eq. materials. [r319.3] see 37/sp1 I I I I I I L it so q I " I d N r , E Fasteners: 3. Trusses: all concentrated loads j� I I I ` BCI 11.875"50001.6 Series I•Joists at 16"o.c. I I m '8 - a [ 1 Metal elements, including connectors, from roof trusses must be �� I I I I I I I W 2 2 must use hot-dipped galvanized metal transferred to the foundation with a i l " N I I D I I I I when in contact with ACZA pressure built-up post and footing as required. / 17'_9" \ / treated materials. [r319.3] - see 37/sp1 Verify locations with truss engineer. tri I 1 I I I I I I I I Ien HDU4 Jr T- 1 I- 4, , nI� A- LU IC IC I \ 2 A3.2 and \ - ._ -., - A See Lateral Sheets • - •• • _ �- A3.3 for holdown locations. stepped footing/stem wall- - site/grade dependent HDU4 � • r HDUSr, { HDU2 1 3x12 PT ledger I _ I h C,o C1 i .. a A500 1 e I _ 1 <. ° , a -1 : 1 ! HDU2 1 _ - - ! r 1 -r - J .. ;4867 4887# ( _N `° Crawl Space Ventilation � .' I 18'wide x 12" \ , ! a ?. I \ isz deep thickened 7 �A50 r : slab grade beam A500 . Required: 701 s.f./150 = 4.7 sf 7 •--1 1450# I 1 HDU2 ! HDUBI • -� f \ - 3 [ .. �` / retaining walls - (9) foundation vents At 0.56 s.f. ' controljaint-typ. HDU2 a HDU2 . - each = 5.04 S.f. > 4.7 s.f. Ok! I I r l 12ftspacng / ] ?o - I I /9 1 : v ., 1 - - - i - - - - - - \ note: see 6/A003 for vent I 1 . -- I ASo ) - -' 18"wide x 18" placement notes \ 1 deep thickened 2� 4"Concrete Slab over 6 mil I • I I - s 1., slab grade beam \ A501 vapor barrier on 2"gravel bed I �' \ o ! • - at daylight basement _ -- \L op HDU2 : I HDU2[ _ \ e3 1 I ✓ L HDU2 HDU2 HDU2 a I y \ \ A TyRegistered I �, , vs _ I--. IL . • . .- :. ;, .,\_ I _ 4'Conae�Slab over 6 mil `a' �� ARCHITECT \ \ 1 - - , • � _ 1. I ` vapor barrier on r grate \ . \ 4 9 crawl space grade lines proposed- step in stem wall �- o 1 " \ Michael G. Underwood I I A5o0 may change per site conditions c# slope slab 2%for positive drainage \ State of Washington 18'-2" I 15'-1" ..a 1 1 \ °.:• \ 24"x24"x8"thick footing 1 HDU2 / 5'-10 12"� 9'-e" Y [ _ I7 . \ - \ exp. 09/22/19 w/(2)#4's each way-(3)at location ;o\ 4 - 4- n� /Pier 30 r e -1 (- , /; a .. [ \ • Y o\ i i \ �\ (_f- ` _ \� Pier 30 ly 1- 1 Pier 30 i - n! I - \ t �1 _ -f - - - _ _ - -\ _ \ - �\ 1 ° I a HDU2- 74935 - 1 5 Permit Set - ' N\ I 8946# _ y I. retaining walls , A590. -1 - . \ N ) f \ 6a crawl space m • I :control joint \ `Z Project name: r Stout Lot 3 �' ,66"!max spacing I' `v\ \ • \ ^ - •• HDU4 HDU2 , _ / Pier 17:. r- - b - - - w - f 1 Residence r- o o T . D • � ` a� ': I r -I f I I I 5 iv I N ! I • H u7 /e` A500 a� ,- o - - I IL J -LnJ L nJ � ! 1 1 �snn L. '. -: _ s - Osprey Ln �� I ❑ HDU4 �aa F" . . 2 �. G��I' - '� 1 - ?ode\ \ - > A500 Project tout Lot 3 g 1 - 1 1 \: 9 Al Issue Date: 1/27/2020 2 o el) I 1 1 1 ,ap \ \ - \ �. acs°0g• Revisions ao 1 ' p. \ - to HDU2 - o�ca" - k,' 'g - . ,✓ ,- 2&- d No. Date laesciiptyon 3 I . HDU2 HDU4I \ �- b I ' I tiA. ' \I-7-- Io\ ❑ n\ L - - HDU2 - - , F/17-HDU2 m \ 7 cn en HDU2 I_ HDU2 HDU2 F3 • a 5-a' \A50� 3'-0" 8'-O" 5'-2 1/4" en 1'-2 10'-91/4" 8'-O" / / 8'-O" / 8'-0"/ / 9'-3" / 13'-21/4, / B1 Foundation g Plan Es level 0 - Foundation Plan 4 'CI 1/4" = 1'-0" A104 1/29/202012:5953 PM —_ P-o" y - .. swen il s level_ 2 roof - - - 7 9 — 103' 2 7/8" 7 11 = ® ME I - L6 7 10 rs -__---_ � UN RW D le.en-=� 0, ' ® 8 ASSOCIATES,Uc _!a_n`!� 1005 4th Street co r _S�- �_ate: ■r , e _ anacortes,washington 98221 N riai•ta�—�ara \ WATU_Si 360.588.0471 is a ==, - 94' - 1 3/4" mike Underwood, MA SW Sr Pr iiri� a a..r.,einnearannses ;4. mike@underwoodarchitecture.com _ e . mcaz _ 3 — — = .r�.a...a . - 1 iO4 - _- MIN _�� W�3 rD - -- -- - .� a MI T ?m: ?S I J _rr=�faan I - - cam—��r as if I i D6 i - 1 MI .� i - Eimpl•MSnIMPSEMIIMMINEM . r_ __ a_.a�.�_ a�.�.. L__- i 1 - -- in _ i - A .ice • ` IIIIIIIIMIPaSeele ..� level 1 I I 1 6 I I :----_ 1 II— I I- 1 I_ -; i � I ! i _ ' � I _- 111 —III _ , I Ili— II-- ; II ! , j 1 ; , _ -I I I -- L I _ - _ i _ I - - ' ITT-- __I I -- _ --i _- -- - _I - i I_ -I ' , I— _ �__- 2 South Elevation I I : , _ � ; - - - � _ L -�-- -- �� 1/4" = 1'-0" Elevation Notes: 1. Typical exterior wall construction: siding selected by owner, Typar building wrap, OSB sheathing per wall type �4"i o, legend, 2x KD hem fir studs, insulation, \a_ G.W.B. Interior, orange peel finish. 2. Typical roof construction: roofing per roof type legend, 30#felt or equal = level underlayment, OSB sheathing per roof 7 9 — — _ _ 1003' -- 2 7/8" l 2 ro8f type, see plan for truss and rafter locations; typ. = insulation, 5/8" G.W.B. Interior ceiling - typ., orange peel finish. 11 8 ws 3. Typical floor construction: per floor type legend. 4•, , 4. Typical windows: low-e insulated 6 glass. Tempered where called out on v58,,,\EI/Registered plans. Apply self-adhesive weather ARCHITECT _ _ level2 ARCHITECT resistant barrier around all exterior 94' - 1 3/4" S windows. Follow installation instructions ■ a - Michael G. Underwood to insure weatherproofing. 7, g \ level 1 tow s State of Washington 93' - 1 1/8" 5. Typical exterior doors: apply self- — _ ® exp.09/22/19 adhesive weather resistant barrier — around all exterior doors. - Permit Set 6. Stone veneer 10 c Project name: 7. fascia board _ — t0 -- A501 8. Continuous ridge vent = Stout Lot 3 9. Continuous metal gutter � — r _ — level 1 s. 1 83 0 1 Residence 10. Metal down spout " 1' Osprey Ln level 0 tow t. 11. Metal Chimney Cap 81' - 11 3/8" riot s Project: Stout Lot 3 o g Issue Date: 1/27/2020 Elevation Notes Revisions 1/4" = 1'-0" -0 No. Date Description 0 0 - - - - -- -- - - — level 0 � 72' - 101/4" 111 g0 h (7 M V 0 a 0 Y Y Building East Elevation LElevations I1/4" = 1' 0" ,, A200 U 1/29/2020 1:00:02 PM ir. I — level 2 roof 8 k— 79 103' - 27/8" ems •a ° c 19 - UNDERWOOD _ _ level 2� &ASSOCIATES,LLC I 11 r `N level 1 tow 1005 4th Street a93' - 1 1/8" anacortes,Washington 98221 � 360.588.0471 , ,. S — - S S "J— mike underwood, AIA it. , i mike@underwoodarchitecture.com NI a —, — - - . vim NUM Iii — levell 83' - 0" Ar _ I\�`1��\ 1 level 0 tow \\\ �_ 81' - 11 3/8" S II ` n II level 0 72' - 10 1/4" . J a ' • 2) North Elevation 1/4" = 1'-0" 4 , Elevation Notes: • level 2 roof 1. Typical exterior wall construction: 9878 Registered 103' - 2 7/8" siding selected by owner, Typar building ARCHITECT wrap, OSB per type 7, 9 legend, 2x KD hem fi studsIlinsulation, J Michael G. Underwood �' G.W.B. Interior, orange peel finish. State of Washington —� 11 © ` - 2. Typical roof construction: roofing per exp. 09/22/19 S ' i roof type legend, 30# felt or equal �. I�� (D7� \>:o 6 underlayment, OSB sheathing per roof �� rim l �� Sant r �� type, see plan for truss and rafter Permit Set /i WS, 7 locations; typ. = insulation, 5/8" G.W.B. -!�j Interior ceiling - typ., orange peel finish.I /! _ level2 n fr it — 94' - 1 3/4" V 3. Typical floor construction: per floor Project name: ,p 9,1W type legend. Stout Lot 3 79 � � viir i\iii _ �... 4. Typical windows: low-e insulated Residence i ii 0 ® S SS1 ® S 7, 9 glass. Tempered where called out on eI Pr ,� - plans. Apply self-adhesive weather Li 2OQ Osprey Ln P ��, resistant barrier around all exterior 1 0 = windows. Follow installation instructions = r N1 , ; r____ y�j ® yt =`t to insure weatherproofing. Project: Stout Lot 3 Issue Date: 1/27/2020 01 = .I 5. Typical exterior doors: apply self- y ! " '07 ins sissisma Nor itmisE � adhesive weather resistant barrier jl around all exterior doors. Revisions m _ — _ — /!!!/. .t.r level No. Date DesraipBon -0 J /7-, I ' ' ' -83' ti0" V 6. Stone veneer r� ■ ._ !'" .:` 111111I 11111111111 7. fascia board 6 —`_ I — I 1=I ( I=I I= 1= I _.— 8. Continuous ridge vent 1�- I I I I I I—III III III—I 11=1 • • '� 1=III=III=III=III=III=III=III=III=III=III=III=IIIIII=III=III 9 Continuous metal gutter .. a .- a en ° _T—III—I I I=11I-111I—I 1 I—I 1 I—III—I 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1 I I 1--1 I I 10. Metal down spout . --III—= 1-1'' 1II_II1—II1—II1=1I1=1I1—III 111=1I1 ,1I1-11I II —_ _—I I=I IIII=I I=I I1 1I I= II—III—III—I .�- 11 Metal Chimney Cap _ —11 I=III III1119 I=III—III=11 HI I I—I I I—I 11—I 11=I 11- g _ 1 n__ I1=I II=I II=1I1=II I=II I=III=III=III=III=111=I II= II=I I I=1I Elevation Notes Building Grrf 111=111=111=111=111=111=111-11111111 I-111=11111 I111=111-111-111111 \, 2 1/4" = 1'-0" Elevations r—=1 I-1 11=1 -1 ICI 1=1 I -1 I I-1 I I-1 I-1 I I-1 I1 I I-1 I I-1 I I-1 I I-1 1= 11=1 11- rr'`I1 I I-1 I-1 I I-1 I I=1 I-1 I I-1 I IIII-1 I -1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 =1 I—I 1 t 1-111111-111-1 1 1-1 11-1 1 1-1 11-1 11-1 11-1 11-11 1-11 1-11 1-111-11 1-111-111-1 1 1-1 I I-1 i 3 1 West Elevation A201 1/4"U = 1'-0" 1 29 20201:00:10 PM I 2 3 (4) 5 iT 1 1 I 1 1 UNDERWOOD &ASSOCIATES,LLC 1005 4th Street level 1 tit____ aacortes,Washington 98221 \ - �� - - - - - - - — — 93' - 1 1/8" n360.588.0471 mike underwood,AIA I I mike@underwoodarchitecture.com . 1 I Master Bedroom , "Laundry I I OOI NM level 1 \ - - - } - • -- - 83' - 0" -\ .-,:-`1 level 0 tow - 1 - 81' 11 3/8" 1 -7 1 .I Bedroom 3 I — ' i i I i i �-- -�. III__ i i 1 I 1 ' I 1 1 I ; I _I I level 0 1 I ; it I I 1 — ; I 1 ; ; - i - I _ I1 1 ;- 1 - 1 - 11 - I - I- 1= I I . I ' - . 1 1 1- ' I 1 1 , II _ I � I 1 1 I -- 1 It 1 - I, 1 ' 1 1 1 I 1 _ I 0 3 ' 5 1 J - 4 -1 . 1 1 1,_. ill � 1 1 1 I I 1 I - N-S Building Section at Stair . _.a... 2y 1/4" = 1'-0" A301 1 6 �, 0 (4; (5) U office I _ I 1 9878 I Registered ARCHITECT 1 I I I; 1 I _ 4,, Michael G. Underwood State of Washington \ — — — - -� \ fi — - — — — — 94' I1 3/4" exp. 09122119 �— level 1w� I II 93' - 1 1/8" III permit Set , , n ' l .L I I I/N esli ra pi�, Project name: , , I Pilaster Ith Toilet Master Closet Garage �+ Kitch 1 NIfr en 1 Livi g : I 1 Stout Lot 3 �...ti�_ _ � _ Residence ��i �� _ = 1.1,uri _ _ 11111htill - 914 Os reV Ln �� .��WS �� —� � ��G�irl� level J . m li e — - Project: Stout Lot 3 I • : a i -- . , < ° level 0 tow S Issue Date: 1/27/2020 o - I`�� III— F81' - 11 3/8" 11 ", .�_ e :.a 1 1 1= Revisions rI• ;1 ; . � 1 I _ Bedroom 2 d Family I• I I4 I-• 1 •I 1— " II :il Ia 1 1 o I I II I-I I I~ I II1 I I—=7 No. Date Description pillI I I I I I ; —1 11 1 1H 1=1 1 =I II II I—I I I 1 1 1 1I I-1 I I - =1II I1 ' t -I I I 1 I -1 1 I I I 1 I—I 1= — =" I Ini I I I I 1 1 I II I I 1 1 1 111 1 1 1 1 1 1 1 1hI 1 =I 72 - 10 1/4" 1 1 - 11 1 1 1_ = - a1 1 1—II I 1 1 1 - -1 1— ;1 = - I _ y ` - V1 1 -1 1 1— I I 1— I-1 1 —I 1 I I 1 1— 1 1 -1 I I 1 1 1-I 1 I I 1 I-I 1 1 1 l _= I I—I I I—I I I I I I I -1II II I l I —I I I I I I—I I I1I I I- 1 I=1 1 , , _I —I I I—I I i , ,= N S Building — Sections • 4 " � a 00 v it N-S Building Section at Living Room 3-) N-S Buildling Section at Garage A300 w a \�/ 1/4" = 1' 0" 1/410 1(29/20201:00:11 PM U 2 t U ��0 (B) r 2 3 'i; `! A3p0 A300 a level 2 roof 103' - 2 7/8" Kw I I I 4,se, UNDERWOOD ASSOCIATES,La ��: © 1005 4th Street Ip' � A302 anacortes, washington 98221 M I II 1111111111116,011 , 1I II — I — — — — — 360.588.0471 to 94' 11 3/4" mike Underwood, AIA i [Ill ��I I1 III111I ' mike@underwoodarchitecture.com Iii i _, � � L -� iiii„11. - Kitcheni , , _7 III Powder Al Laundry Garage Dining IIIIIbib I Lail • l al level 1 83' - 0" I f • , LI r'- 1 • Fa ly I , I I eve f 72' - 10 1/4" level 2 roof C,� E-W Building Section at Living Room 1/4" = 1'-0" /O Ge / 3 2 I 3 VistellA302A300 A300 HI \I Michael G. Underwood I level 2 n State of Washington — 94' - 1 3/4" 1 level 1 tow AL 93' 1 1/8" exp.09/22119 I II lI M Permit Set , , , Project name: aster Bed •• . Master Bath I' I Stout Lot 3 1 Residence 83' - 01„ 114 411110sprey Ln \ — _ level 0 tow n 81' - 11 3/8" Project: Stout Lot 3 o Issue Date: 1/27/2020 U I Revisions I,Bedro m 4 ( J edroom 3 Bedroom 2 7 No. Date Description o a) o j. N i 1 a b _ Ieve10 I 72' - 10 1/4" g _D ____ = E-W Building 1 II_ � il ' iii=-iii ill • - II7 60 II 11 1 II � � iIII I � HIII I � HI11, 1 ' 1- I_ I 1 '� 1 � 1 1- Sections ra ... E-W Building Section at Bedrooms A301 U „y 1/29/2020 1:00:12 PM I r - — \ CO adontiL=row__ _ wire guardrail composition shingles 3 r ■ A404 5/81"sheathingI 1 e *.. I t �'t fp i) f, , ` \ I 1j 120 mil vinyl walking deck over 314'alc plywood sheathing �. _ level 2 _ ' level 2 - - - � - 94' I1 3/4" — — - � - - 94' - 1 3/4" -c-- ..- 1/4'/foot i 94 - 1 3/4 . I\ ii, ro IliP♦♦♦♦♦♦♦♦♦♦♦♦♦''Ai ♦♦♦♦♦4.4 ��;:::: ::: : :•••• :::�.••••::•::�:' 1/4 �� level 1 tow level 1 tow - -�.mil _ ._.�_� _�� level 1 tow �,JNDE WOOD aassoc�ares Lr �; spray in insulation \ 93' - 1 1/8" — ► `r 21 block 518'gwb ► 1005 4th Street . I H2.5 at each truss 7) LU26 hanger m � to wall connection i bottom chord truss I .1 — ,� anacortes,washington 98221 360.588.0471 Fitbeam per plan I R38 batt insulation ► _ mike nnderwood,AIA mike@underwoodarchitecture.com ► ® m 4 v R21 batt insulation so- si . \ io-• I 0 . 1, stairs o Master Bedroom 1 Dining o 1 • -40 - ; • 4 o. .. o. A, I 4 • 10-• awl . : et Iflashing wl dnp edge - 2x12 finish grade 44: \ level 1 Il - 83ve101�� - _ -83'- 0" Ar - 83' - 0" tub 's ♦♦ %S! level0tow level 0 tow . _ = __=� _ . - __ 81' - 11 3/8" � 4 ► - , .40 4 R30 sound insulation t R-30 batt insulation Wes. ili 4 a _ . 4 4 t• 9878 Registered D 1 V N \ ATJ ECT lijr - Michael G. Underwood . State of Washington 40 exp.09/22/19 Permit Set Family m -4111, Bedroom 4 I Project name: I - Stout Lot 3 Residence �' — y2ot6 Osprey Ln I - Project: Stout Lot 3 �, - Issue Date: 1/27/2020 o •I 4 �I Revisions 1, - Y _ _ �1' level 0 � _ � Na � P n 8 I ►- _Ieve10 72' - 10 1/4" .-a- - -a- -a-a-a-a-a- -a-a-a-a-arawara-a-a-a-e-tea- - -awarano-� i. -• - 72' - 10 1/4�� 2'R,URgidlnsulation • n ! �� 11 . o • — 1 1 I - 2x12 PT ledger w/518"dia.x 8' —_ _ ' expansion bolts at 8'oc.staggered " e . I I w/in 2'of top&bottom of joist r e Y .,�� 1 �; Simpson THAI-2 hanger �� Wall Sections , r , I 1—III n _ I —I IIII I 11 I - 1 -111 1 I I:- 1 ' Stairs - Section at Master Bedroom A302 Section at Dining Room ( 2 Section at > 0 3/4" = 1'-0" 3/4" = 1'-0" 1/29/2020 1:00:12 PM HDU2-SDS2.4 6-SOS 1/4 x 2 1/2"screws,5/8"bolt,3"min wood thickness,[3075#] HDU2-SDS2.5 6-SDS 1/4 x 21/2'screws,3°min wood thickness,SB5/8x24 bolt, 18"embed. [3075#] 5 HDU4-SDS2.5 10-SDS 1/4 x 2 1/2'screws,3"min wood thickness,SB5/8x24 bolt,18'embed.[4565#] HDUS-SDS2.5 14-SDS 1/4 x 2 112"screws,3"min wood thickness,SB5/8x24 bolt, 18"embed. [5645#] HDU8-SDS2.5 20-SDS 1/4 x 2 1/2'screws,3.5"min wood thickness,PAB7-18 bolt,15"embed.[6970#] HDU11-SDS2.5 30-SDS 1/4 x 2 1/2'screws,5.5'min wood thickness,PABB-18 bolt, 15°embed.[9535#] A 1/2 or 5/8°GWB-use 6d coolers at 7°oc [50 plf] HDU14-SDS2.5 36-SOS 114 x 2 112°screws,4x6 min wood thickness,PAB8-18 bolt, 15"embed.[10,770#] B 7/16'shtg-use 8d's at 6'edges-12"field,blocked edges[155 plf] , HDU14-SDS2.5(6X6) 36-SDS 1/4 x 21/2'screws,6x6 min wood thickness,PAB8-24 bolt,21°embed.[14,445#] C 7/16°shtg-use 8d's at 4"edges-12'field,blocked edges[230 plf] D 7/16'shtg-use 8d's at 3°edges-12"field,blocked edges pi 0 plf] . z MST37 14-16d's-double stud to double stud[2465#] E 7/16"shtg-use 8d's at 2'edges-12'field,blocked edges,3x studs at edges[395 Of] MST48 32-16d's-double stud to double stud[3960#] F 7/16"shtg-BOTH SIDES-use 8d's at 4"edges-12°field,blocked edges,3x studs at edges [460 plf] " MST60 40-16d's-double stud to double stud[6235#] G 7/16'shtg-BOTH SIDES-use 8d's at 3"edges-12"field,blocked edges,3x studs at edges[620 plf] H 7/16"shtg-BOTH SIDES-use 8d's at 2°edges-12"field,blocked edges,3x studs at edges [790 plf] . ST6224 28-16d's-double stud above[2540#] J 19132'shtg-BOTH SIDES-use 8d's at 2'edges-12"field,blocked edges,3x studs at edges [950 plf] U N D E R W OO D &ASSOCIATES,LLC Holdown Schedule Shearwall legend 1005 4th Street O1/4" = 1'-0" o 1/4" = 1'-0" anacorte360.588.0471 n 98221 mike underwood,AIA �j�� (A) n.ike@underwoodarchitecture.com GO CB� I I I I 5'-11" 17-53/4" 19'- 113/4" / / a o^ I 4'sw��" / f 4 aw23 a" A / a / / sswz3 " e.r MST37 MST37 MST37 MST37 �� ii II ■ 1 \ \ � \ - ST6224 0 K I I o j, 3'-31/2" / / 10'-9" �sv25 svl15 M I /e\ MST60 A - run shear sheathing I ro HDU4 I continuous-throught _ \�� \ tttttttttttttttttt�I u joint m ` � MST60 - HDU2 N\ MST60B , r c = 11"----, [ u 1 = i___ Lc_ r- F- IN <- Eo o:TT0u2 n ® HDUB \ M i:, 'R 19'- 11 193I256" \ I___ / sw 26 canasta well I a ao 9878 ' Registered ARCHITECT HDU2 -'• - I Michael G. Underwood .1 \ /4\ \ State of Washington � _ J exp. 09122119 /C\ 1 k �` I Permit Set N 3 N _ — — - - `1, O Project name: II E-.) n 1 L., Stout Residence 3 yto� OspreyLot Ln Project: Stout Lot 3 - - — — (6)I — — — I — — \ Issue Date: 1/27/2020 o I Revisions J.' 9' s" T_s^ - No. Date Description vf. X 0 0 t i •T level 0 - lateral plan P 1/4" = 1'-O" 0 to M M a I i Level 0 Lateral e Plan O A I ir A400 1/29/2020 1:00:13 PM 0 (2)2x HDU2-SDS2.4 6-SDS 1/4 x 21/2"screws,5/8'bolt,3'min wood thickness,[3075#] I e nail together wl 16d @ 8 o.c. HDU2-SDS2.5 6-SDS 1/4 x 21/2'screws,3'min wood thickness,SB5/8x24 bolt, 18'embed.[3075#] HDU4-SDS2.5 10 SDS 1/4 x 2112'screws,3'min wood thickness,SB5/8x24 bolt, l8°embed.[4565#] " ,� HDUS-SDS2.5 14-SDS 1/4 x 2 1/2°screws,3'min wood thickness,SB5/8x24 bolt, 18°embed.[5645#] HDU per plan HDU8-SDS2.5 20-SDS 1/4 x 21/2"screws,3.5°min wood thickness,PAB7-18 bolt 15°embed.[6970#] HDU11-SDS2.5 30-SDS 1/4 x 2112°screws,5.5°min wood thickness,PAB8-18 bolt 15"embed.[9535#] A 1/2 or 5/8"GWB-use 6d coolers at 7°oc [50 plf] HDU14-SDS2.5 36-SDS 1/4 x 2 1/2"screws,4x6 min wood thickness,PAB8-18 bolt,15°embed. [10,770#] B 7116"shtg-use 8d's at 6'edges-12"field,blocked edges[155 plf] gi_ HDU14-SDS2.5(6X6) 36-SDS 114 x 21/2'screws,6x6 min wood thickness,PABB-24 bolt,21"embed. [14,445#] C 7/16"shtg-use 8d's at 4'edges-12°field,blocked edges[230 plf] 1111 iii D 7/16"shtg-use 8d's at 3"edges-12'field,blocked edges pi plf] MST37 14-16d's-double stud to double stud[2465#] E 7/16"shtg-use 8d's at 2"edges-12°field,blocked edges,3x studs at edges[395 pit] a, MST48 32-16d's-double stud to double stud[3960#] F 7116"shtg-BOTH SIDES-use 8d's at 4"edges-12°field,blocked edges,3x studs at edges [460 plf] threaded rod w/washer MST60 40-16d's-double stud to double stud[6235#] G 7/16'shtg-BOTH SIDES-use 8d's at 3'edges-12"field,blocked edges,3x studs at edges[620 plf] and nut each side ::_a• :. H 7116'shtg-BOTH SIDES-use 8d's at 2'edges-12"field,blocked edges,3x studs at edges [790 pig ST6224 28-16d's-double stud above[2540#] J 19/32"shtg-BOTH SIDES-use 8d's at 2"edges-12'field,blocked edges,3x studs at edges [950 plf] d., Mn,wm a DaC UNDERWOOD im�. Holdown Schedule Shearwall legend &ASSOCIATES,LLC SWANmr,i N. i/ 1/4" = 1'-0" 0 1/4" = 1'-0" Ilk( " d 1005 4th Street anacortes, washington 98221 360.588.0471 mike underwood,AIA d .d.'. mike@underwoodarchitecture.com r Holdown Wall to Foundation - 78' "" B �� / \ J 1" = 1'-0" (2)2x nail together w116d @ 8"o.c. I I I- I I I HDU per plan I 29'-0" / 17'-3" 19'- 11 193/256" / 10'-8 83/258" / 'I I 5'-3193/256" X X 8'-1 ire 8'-0" IIIt I f sw5 Q I sw5 Q l B . ___ ... H.... ..._ . solid id blloc rod ing ,A, I — MST37 MST37 MST37 _ threaded coupler nut a' IS I I MST37 t threaded rod wl washer . = 15'-2 55/128" / / 5'- 10 9/128" and nut each side .a<- ; m por MST80 ■ 3 a ► MST48 o fV Holdown Wall to Foundation at RimI I 9 I (.1 nail together w/16d @ 8°o.c. is MST48 I I MST37 \ I- \ t :o HDU2 — — * \ — — — \ 3� HDU per plan ,_ LI HDU2 HDU2 " _/ 1 L— =I11 - - I _I sw7 q\;gistered I!1to 11111 HITECT solid blocking _ - b HDU2 Michael G. Underwood HDU2 HDU2 HDU2 a State of Washington threaded rod14 _ f �� 1 — — — — — — — — — — — — - — \ 4 1 exp. 09/22/19 -I1 5'� �i 13,-81/2" /`'\ - d!I \ sw8 _ ■~9 Permit Set ro HDU per plan(same "' v p�, F, Project name: III-1 \ \ — I I — — - - - - - - - - - - L \ c±.< Stout Lot 3 nail together w116d @ 8'o.c. `71---7 HDU2 Tsai Residence I \ - I HDU2 Oiril Osprey Ln -E AHoldown Wall to Wall I I �� 1, I I HDU4 HDU2 0 \ Project: Stout Lot 3 o _ HDU2 ISIssue Date: 1/27/2020 o 1 II — 1 0 /' a -111 — I— — to mt - � � - - - - - _ sw12_ \ 6) HDU4 ''' ', 6 /E\ /E\ Revisions 2'-7 1/2" 7'-41/4" No. Date Description Po (2)2x sw10 sw„ / Al P O strap per plan \ I `9 Q / I 1> 1HDU2 \ - \ ler* o t ---- HDU2 HDU4 I I en ' HDU2 HDU2 m Ter a p" solid bloddng re' a" - �I I sw12 Yr e HDU2 Level 1 Lateral eA PO'rdi POMIL 1 A eieHDU2 8' 0" — 2' 6" / O sw14 sw15 sw14 Plan aJ 60 B1 bo col Strap at Wall to Wall level 1 - lateral plan A401 0 5i1 1" = 1'-0" �2j' 1/4" = 1'-0" 1/29/20201:00:14PM i1,f it 1 112"wood rail siding per elevations r ➢ R.,Iw diameter IM I �� I 2xblocking hi/ HOG looded Roar r Atli wander lo OM M aded et 6'max. i iir 1t ! horizontal metal flashing w/drip edge i I cod 2x supporting wall . , provide web filler each side of joist for can,nur„,s riash'r„: and washers . ! ► (per code),not shown 2x12 p.t.deck joists @ 16'o.c. II .� DTT2Z nailing connection it a_�ai - p t%*t �1t'L%'I awn -� 7" 1 314"T&G plywood-glue&nail vI'lllll to supporting members ..... A. ! i�91`.IIIIII k , A403 ROOFION Dear tmzz Manufacturered I-joist see plan(see plan for �I�II i direction),R19 sound insulation(optional) III IIIII I`. li at 48'o.c. � )� D �� 1314'x12 stringers-1 ty8' III'��, � 2x12p.t.ledgerw/(2)5/8"dia.gals.lagbolts UNDERWOOD ply,trd.314 ply.nears-ryp. x ', @ 12"o.c.staggered set into rim joist with �d•�/ &ASSOCIATES LLC 11" - ► LU210z joist hangers and plate washer I ' E ✓ standoffs between ledger and sheathing �♦ 1005 4th Street 101/2"min. tread de.th simpson orequal hangers r\ Vanacortes,washington 98221 „�, 314'min.nosing-1114'max Deck Ledger Detail ,6 Typ. Deck Connection 360.588.0471 mike Underwood,AIA �z� 518'g.w.b.type x 1" = 1'-0" 1 = 1'-0 ! 7 1 / wall where occurs mike@underwoodarchitecture.com o �D\ O g A �, Floor framing notes: Layout shown here is for schematic Stair Detail design only. Manufacturer shall provide and submit engineered design 5 to the building department for approval 1" = 1' 0" I prior to fabrication and installation. and joist to beam s'-812^ /1 c40 2colnnecto joist �s totbe designed by tuss 3 I le 1/2"g.w.b. I manufacturer. exterior wall at upper level cont.4x8 d.f.#2 hdr cont 4x8 d.I' #2 hdr cunt 4x8 d.f.#2 hdr R-21 insulation . / �"� s—a — — I� h '` Floor sheathing: 14Ts# —I-1I I 1 ��—I—I— �. �� 3/4"t&g plywd-glue and nail to supporting members 'I I I CC66z,post to beam I I I I I I ( 1 1 1 (2)stud post \ \ \ \ \ 1. Use 3/4" cdx or OSB Sturdi-floor # area of sunken shower T&G, glue and nail w/ ring shank 8d's 16d @ 6"o.c. I 2 t �' I�1 I I I I I I I I \ \ \ \ \ at 6 at edges and 12" in the field. .- a J \ \\ zx8's at 16'oc Face grain perpendicular to supports. joists per framing plans , Mk �) (� \ deck to residence lateral connection,add blocki�, 2 b Ire \ \\ \ �� 0 7 x A403 ( ) continuous sheathing-nail sheathing /si joists at 16 o.c. �n _ - \ \ \ 2. Provide sold blocking in the joist r structural specifications q 2x10 ois s.f.#2 deck \\ \ 'v cavity beneath all post locations and p� p iJ_ 11' I I I I I I � � �� li typ 31 jl �, between upper and lower studs at floor 1.25x11.875 solid dm board HUC610z I _ I J 1 1 I I I 1 to floor holdown locations. R-19 sound insulation optional between vertical ;Ipllllj•�.we. I v I I I I I I I I 11. spaces optional r-30 above non-heated spaces _ cant 4x8 d.f.#2 hdr mr 147 — 1 _ 3. Provide blocking between i-joists at �j _ 1 I I I L bearing angle as required per structural specificafions 'i �' — =,rr— — �[ 1— I��I1 I I I I I I I i 2 a loadrbearing locations where there is 4x6 d.f.#2 hdr I dbl top plate . I 1 I I I I I1 11 I I ci ► ♦ ax 4. Provide timberstrand rims where 5/8"g.w.b.-orange peel finish I 14 -1 - I I I I I ' I I I I 1 floor joists bear at exterior walls. I 1 bearing wall below I 4x6 d.f.#2 hdr 4x6 d.f.#2 hdr iRim Joist Detail I I I I I I I y - -i 5 Connections: Simpson Company or I I III 1 1 1 1 eq. 7\.,-2)1 1" = 1'-0" I I I 1 11 I I I I I 1 1 I I I I I Fasteners: 1l° Tom_ 1 1 1 1 I I Metal elements, including connectors, — " c IL JIL J L JIL JIL JIL J LAl_ L J L J II /�16 0. •_ F 1 f — 3 must use hot-dipped galvanized metal I ^ 65 g\ f`SkSIa I IIII 1 I I when in contact with ACZA pressure ��. I treated materials. [r319.3] - see 37/sp1 A� 15 r I=1= _G 1 J• e 1 IL I I I I Aso provide blocking above wall between 9878 RegisteredI I I 1 joists at crawl and heated space I ARCHITECT1 I I Jbearing wall below I rI + 4x8 d.f.#2 I MState o Wash ngtond �� \ N. \ \ \ \ \ \ \ \ 1\ \ � \ r \ \ \1� \ \ \\ � � a � ,EA� ri _ he____*.> i I i i I Qs) exp. 09/22/19 1 _ ,, [ I 1 1 I A4o3 i - Permit Set 1 ii �, — ,. J L AL J L I I Project name: i , 1 shampoo niche —+ ;a+ + H -I I— —I — I---1+ - F I I 1 I— — — } II I1 1-3/4'xl2stringerswl1-1/8'ply. I Stout Lot 3 I, I i 5 trd.&314'ply.risers-typ. 6a Residence �\ l� 1 I �A403 1 1 Osprey 2x8pt.di#2fioorjoistsatI �Os re Ln ' II I N— O _ J L ,IL JIL AL JIL J L J -L J 4 . e` . N o 16'o.c.wl LU28 hangers Project Stout Lot 3 E-i �' !� -- :—Ys 4x10 p.t Girder,6'max span \ Issue Date: 1/27/2020 �� II -6 2 I IalaIr_Ia I alstal�I I� `lion 1� t — — \ II 66) Revisions II A 1 No. Date Desaiption v iI 1/2"hardi-backer board wl a J I 0 I Redguard waterproofing on II I I �3 walls and shower pan I I 1 ® 1 I slope shower panto drain / I 1 I �. `finish die _ I I I 1 I A I I I I ft?en en /I ' Is W ,�,,, 1 �� 1 LI- L ,.1 L J L J LL _IL I I .L -1--.1. . _ 1 ,ds -L lit- Ib '� I R19 sound insulation 3/4"T&G plywood-glue&nail to supporting members bers \ simpson ITS2.56/11.88 hangers-typ.at Level 1 Floor �� 6500 series I-joists Et er B1 Framing I sunken shower detail level 1 - Floor Framing Plan co 2 3/4" = 1'-0" J 1/4" = 1' 0" A403 U 1/29/2020 1:00:14 PM Roof Framing Notes: presidential composition shingles i 1. Layout shown here is for schematic Level 1 Roof Ventilation design only. Roof Diaphragm Sheeting: - L,t ;,� OSB sheating with'H°dips at unsupported joints-Owner option 9. 5/8" OSB sheathing nailed with 8d's At -^ Y to use 5/8°T&G plywood with no dips. Required: 2169 s.f. / 300 = 7.23 s.f. 2. Manufacturer shall provide and submit 6" o.c. at supported edges and 8d's at 10" t � - (40% at Ridge and 60% at eaves engineered design to the building o.c. at intermediate framing members. ( s " .4. / department for approvalprior to fabrication " I - • =;_ P PP (unblocked). Face grain perpendicular to ..� Provide at Ridge: 34 I.f. ridge vent and installation. Supports. Use metal "h" clips at I', N N\ � at .09 stilt f. = 3.06 s.f. > 2.90 s.f. ok ! unsupported edges. Owner option to use =� 3. Provide 2x overfill as required & designed + q 9 5/8" T & G plywood with no h clips. Provide at eave: 217 If of 2" screened by truss engineer. N � metal continuous venting at .09 s.f./ ft 10. Provide diaphragm edge nailing above = 19.53 s.f. > 4.34 s.f. ok! 4. All truss to truss and truss to beam all exterior walls, interior shear walls, hip si II P L ;`ry connectors to be designed by truss engineer. and valley locations. J L j\ 5. Typical roofpitch = 6:12 Pitch U N D E R WOO D YP 11. Overlay framed areas shall be built &ASSOCJATaS,Lte — 6. Typical truss spacing 2'-0" O.c. upon framing with sheathing already 5/8"g.w.b. �.�. L hardi vented soffit optoinal Yp P 9 = attached. 1005 4th Street i ' / 7. T Ica) truss tails u.n.o. = See Roof anacortes, Washington 98221 R38insulation 5/4x8cedarfascia YP12. Provide solid blocking between the 360.588.0471 2,_0" Framing Plan. bearings of every rafter or truss and a simpson H2.5a hurricane .`-,_ Simpson H2.5 Clip st every member. mike Underwood,AIA dip each truss-typ. ,❖.❖. : 8. Underlayment: �� For metal roof slopes of 2:12 to 4:12, mikegurtderwoodarchitecture.coin A P 13. Provide a built-up or solid wooddouble top plas throughout-lap � -r underlayment shall be two layers. Apply a column beneath the bearings of all girder top plates min.48" S / - 5 ,( 19 inch strip of felt parallel to and starting at truss, roof beams, and floor beams. 1 I the eaves. Starting at the eave, apply a 36 —Thi\--lj window where (D) CCD occurs ince wide sheet of underlayment, 14. Align stud wall framing with supported (BDoverlapping successive sheets 19 inchesCA trusses, rafters, and joists unless noted T�� ' and fastened sufficiently to hold in place. otherwise. Eave Detail B J I I I I ECC66LLQ-SDS cap HUC610z MST48 strap[beam to top plate] (2)stud post OSB sheeting with'H°clips at ll II unsupported joints-Owner option to use L1 rb2:6x10 d.f.#1 cont.4x8 d.f.#2 cont 4x8 d.f.#2 hdr 518'T&G plywood with no'h°dips. comp.roofing _ jr— _piig r - 2x4 outrigger at 24'o.c. 6x6 cif p.t.#1 post er. 1632# 1632# 2x6 sub-fascia 5204# �_ i 1"x4'cedar fascia trim ll sr 514"x8"cedar fascia / ,4,N.‘iS M W o T,/- -e A v optional soffit per owner e N I co pip/pip ' HUC610Z -N. I 1 x4 frieze board 1, w II i : - ___ manufactured roof j'. Li trusses at 24'o.c. l;• • 8 0 _ _ Simpson H1 at each truss to exterior wall plate see roof framing).lan>< 5/8'g.w.b.orange peel finish U i� )1 R49 batt insulation - "house wrap"moisture barrier II, •�' continuous wall sheathing at exterior �I;.� �.� 1/2'g.w.b.orange peel finish 1)> 2x6 stud wall w/studs at - _ _ 1 \ R21 insulation at core �( . — I — 9878 egistered ` 16 inches on center R ARC jIVECT ) See Level 2 floor framing plan attic a Michael G. Underwood IZ \ access ♦ State of Washington _ L 22130 - c ! - I exp. 09122119 Eave Detail A . Permit Set \ r - - N I `/ \to (21 n - .verframingper ` Project name: I Ir truss manufacturer `. 4:12 Pitch Manufactured roof trusses at 24" o.c. 1 ♦ Stout Lot 3 �, � 5 Residence \:. i ]] / 9��ae` ./ !►� ' , sprey Ln I u \ / 6a r -EIII / ` Project: Stout Lot 3 '400° oII ` /\ Issue Date: 1/27/2020 rII 4x6 d.f.#2 hdr \� �\ — ■ truss manufacturer r_ �a .sin a� — MST48 strap beam to top late]cu — .' Revisions `�� No. Die Description Po .c‘lisi_ cp 5920# 5920# \ \ (6) 4 (2)stud post / I L1rb1:525x9,5 VL beam ®d.f1 #2 hdr (2)stud post Al (2)stud post ��1 e1typ. roof eave 3 1 Q t— (2)stud postta �.cn r �? detail at hip A404 '� en aidcet overframing \ r_ 0 ey; _ 1 .\* uo /. 0 _ �. _ \4,4 . ~� -a- - - - (2)skidpost _ — Level 1 Roof 0 4x6 d.f.#2 hdr 4x6 d.f.#2 7 Framing Plan II i II i m Y 2 \ typ.roof eave detail at gable A404 La level 1 - Roof Framing Plan B1 ) u 1 / 1/4" = 1'-0" 1/29/2020 1:00:15 PM lam' 2x6 stud wall of studs at 16 inches on insulation center, 1/2" `;a \ gypsum wall board on interior,R21 insulation at core, i. with continuous wall sheathing at exterior. "house 2x6 stud wall w/studs at 16 inches on center, 1/2" 5/8°X10"anchor bolts,embedded 7°into gypsum wall board on interior,R21 insulation at core, concrete,at4'-0°o/c,and set between 31/2"AND 2x6 p.t plate ,: wrap moisture barrier and siding per elevations. 1/8"saw cut x 1/4 slab depth-saw with 15/32"continuous wall sheathingat exterior. itik "P 12 fromboardendswith3°X3'X114"thick ,��. garage door within 4 to 12 hours of pouring slab 'house wrap"moisture barrier and siding per elevations. washers. Min.(2)A.B.'S per board [R403.1.6.1]15#building paper or " °• , - t, 5/8 Xt0 anchor bolts,embedded 7 mto concrete,at slo a ara a slab coot for ositiveUsegalvanized washers or provide an isolator vapor barrier 4'•0'olc,and set between 3112"AND 12"from board ends P garage p6x6-6x6 welded wire mesh,#4 bars at 24"o.c. _. e . � drainage away from structure 5/4"x9"offset-verify with door 3/4'T&G plywood-glue&nail gasket between washer and sill plate. with 3'X 3 X 114 thick washers. Min.(2)A.B.'S per board ea.wa ,or fiber mesh-t dosa a shall follow P size 4"concrete slab y 9 to supporting membersse shersan 4°concreeslabove6milvapomanufacgt4"concrete slab aver6mil vapor isolator gasket between washer and sill plate. barrier on 2"gravel bed concrete driveway system than 1.5 Ibs per cubic yard-contractors option Manufacturered I-joist see plan(see I :::wnsPout adli drain, i : a fuetoexiststom1sewer \ . U N D E R W OO D r• trade _:_.. ,'. :: ,-. ,. . &ASSOCIATES,LLC ;. . i 1 I i i—I ' 1-1 I I—III—I ^ �� . ce to .1 4'rigid tightline downspout III— • \ ` \ 1005 4th Street #4barcontattop 1— � — II II —III III; c. drain,tie to storm sewer. compacted fill —I = _ ': _ ', a anacortes,waslun on 98221 € 1 - - - 1 1 I •• - .. . .. . . . • . - 2x p.t sill-modify to full stem wall thickness- N 8"concrete foundation wall '; is, continuous footing ' simpson topflange hanger-isolate hanger with -e — 360.588.0471 a� w/#4 bars 18'o/c horiz& filter fabric ,. ": tI- 30#felt for separation from concrete '- ? I 1—i I I , mike underwood,AIA +'�. c P #4 bars @ 18'o/c vert. r - 4"gravel over compacted base E , , :° filter fabric 181x7"concrete footing W 4'rigid pert.footing drain, m 8"concrete foundation wall w/#4 bars 18" mikeC�underwoodazchitecture.com (3)#5 bars coot with 12"min.of drain rock o.c. horiz. &#4 bars @ 18"o.c.vert. r , ,. 4"rigid pert.fooling drain, cover. tie to storm sewer °' '-' ' . with 12°min.of drain rock firm,undisturbed earth 18"x7"concrete footing w/(3)#5 bars cant 1 -.4-: . -' ' cover.tie to storm sewer II III III FT if— i'� firm,undisturbed earth 6 MIL Malt vapor barrier f. 5° r s s c,i Standard Foundation at Garage re) Foundation at O. H . door C _,) Control Joint Detail Cl. Typical Foundation Detail - hung joists / 3/4" 1 -0 K� beam per plan •' iCM#4 bar cant at top 1 2x p.t.sill-modify to full stem wall -4ji metal flashing and"z'counterflashing- , ° thickness-simpson top flange hanger- ` extend 12"below slab see A4.2 for bracket callouts • �� 2x p.t. plate w/518"d a.b. isolate hanger with 30#felt j, 4"concrete slab over 6 mil vapor barrier 4"concrete slab over 6 mil I �.! x 10"@ 4'-0"o.c.max. 3/4'T&G plywood-glue&nail - lo I on 2"gravel bed-slope slab away from I I vapor barrier on 4"gravel bed 1', i, to supporting members structure for positive drainage blocking directly below bearing I - wall or post where occurs NOTE:Fasteners for pressure treated and fire- ! I�I I till retardant wood must be of hot dipped I►_. l -_'� galvanizedsteel stainlesssteel or copper. W__ ..W�.a�a' nrava 314"T&G plywood-glue&nail pp °- �' �•'�� •''^' ' •- �• 6x6 P.T.df#1 post with cedar wrap (Except 1/2°diameter or greater steel bolts.) .I i to supporting members .€ :. - • ° : 'e R319.3 411111141116 11 III1 IP f I ' I1. 'r 5 - = _. a Simpson CB66 1 \ - IIIIII� - �� floorjoist-see plan 1� =° 1112"weather resistant spacer -i I- R • girder-see plan I I- Manufacturered I-joist see plan(see .° °: I compacted fill " col(2) 2 I (4)#4 hooked into footing plan for direction),R30 insulationr _ :_ —�—I #4's continuous E1 4x4 P.T.df#2 post I Pc AEI tI ,c, . r: _ —III= A500 E Simpson CB44 [®:; , I In-1 , , —III IIII - e 18 x18 x8 ftg.w/(2) —III— _ l I ■■ (2)#3 stirrup @ 12'o.c.MIN. . •-• - oo weather resistant spacer #4's each way 1_ 6 MIL black vapor barrier - -4 tr; ': 1 _ !�l — 30'X30100'1 thick footing \ -I I I=1 I II I 1 I� 1 1— Firm, undisturbed earth . I — _ � _ w/(3)#4's each way .e ° , ° firm, undisturbed earth I — Firm,undisturbed earth I I—I I I I I I I I II I = II- TvRegistered ARCHITECT Th Entry Porch Detail r Isolated Girder Footing Detail r 7 Thickened Slab at Bearing Wall R� post footing MichaelG. Undenvood \�/ 3/4" = 1'-0" J 3/4" = 1'-0" \,J 3/4" = 1'-0" ,8, 3/4" = 1'-0" State of Washington exp.09/22/19 7/16°continuous sheathing with solid,full height blocking 2x6 stud wall w/studs at 16 inches on center, where footing section°A°is more than 8 feet,provide metal tie, l6ga at top of wall between floor joists for rodent control Permit Set 112"gypsum wall board on interior,R21 2 -0" , by1.5'x 4 foot longmin.each side of splice w/8-16d common nails 'tali r /� P 2x6 stud wall w/studs at 16 inches on insulation at core,with 15/32"continuous wall �:, min. center, 1/2'gypsum wall board on Project name: sheathing at exterior. 'house wrap°moisture I; - barrier and sidingper elevations. . , - e ` interior,R21 insulation at core,with �I 2x6 p.L plate j - ; -a continuous wall sheathing :± 15#building paper or vapor barrier Stout Lot 3 ji 518 X10'anchor bolts,embedded 7' 6'- � e_: : -• . A .plywood g into concrete,at 4'-0°olc,and set I I II " 314"T&G od-glue&nail ��II between 31/2 AND 12"from board I i i e I I / � 4 to supporting members III=1 — a.'. 518 X10 anchor bolts,embedded T into Residence SS '1 ends with 3'X 3'X 1/4°thick washers. _ min. —III � 2'rigid insulation-min. 24°vertical at foundation Manufacturered I-joist see o concrete,at 4'-O'olc,and set between 31/2° Min.(2)A.B.'S per board [R403.1.6.1] I I 1 Where footing section'A'is less than 8 feet long in a " 3" perimeter or to top of ttg,whichever is less plan,R30 insulation galvanizedprovideI __' a long pp AND 1 a from board ends.'with X X Use , Osprey L n Use washers or an = _ reinforcement to be same size&spacing as 25 foot wall,install bracn at cripple stud wall _ eP 9thick washers. Min. (3)A.B.S per board.Use , isolator gasket between washer and sill s reinforcement (lap2'-0'min. 4 concrete slab over 6 mil vapor jN I . - longitudinalftg. galvanized washers or provide an isolator . t 0 Ili plate. ;. ; w/longitudinal ftg.reinf.) I �! bonier on 4°gravel bed gasket between washer and sill plate. c?s I Project: Stout Lot 3 ► Issue Date: 1/27/2020 #4 bar cant at top 2 ■, -\ v #4 bar coot at thp t I. •�- . . \ ►� - C "� _, tee . P. `_ ° ° e l' . mllialap 2x p.t sill- ji 'E 1 v '' —' ' —i filter fabric • t3� Revisions 4 rigid tightline downspout Footing Section'A' : .� !1"t_ —� longitudinal ftg. reinf. // / �.� at 18' No. Date Description 5 8 concrete foundation wall col#4 bars 18 _ drain,tie to exist.storm sewer. . - ,_� E o.c.horiz 844 bars @ 18'o.c.vert. =I I I 2 .. 's I= o.c.horiz.&#4 bars at 18'o.c.vert.eofilter fabric eII I i 18'x7'concrete foting W 2 4"rigid pert.footing drain, 1 1 — 2 #4 bars coot with 12"min.of drain rock18'x7'concretetoting w/(3)#5 bars coot • cover.tie to storm sewer min.dimenslon same s footing thicknesst �� firm,/ / undisturbed earth R \ I I III III ITI(— — i firm,undisturbed earth 6 MIL black vapor barrier r- S 8° 5' en eg c Typical Foundation Detail - joist over fndn Stepped Footing Detail \9� Foundation Detail at Interior Slab 3/4 1 0 ITO Foundation 8 Q Details I A500 U 1/29/2020 1:00:15 PM e"/ y 8"strip of vycor wrap over'z' . J a------- flashing 4"h self-adhering Ira \ membrane over flashing k ao _ 8°strip of vycor wrap over metal flashing ` � window flange ilk \ Install building wrap per manufacturer's i waxbw and casing 14.1 1 tYP instructions. ". 4 h self adhering r/� 2x4 cedar ripped .- membrane over flashing Is /. Install window per manufacturer's ° 1 1/4" al- ...1 As Reqd recommendations. 'k ,�- metal flashing sealantill " _ >� l Caulk all windows to sheathing joints •�% rin with flexible butyl caulk. saw kerf 1/8"deep drip edge j —41 wall framing UN D E R WOO D �1 &ASSOCIATE$La 1x6cedar 0�j? wallsheathin I Install siding and window trim. Install 10a�n 9 g metal"z"flashing over top of trim. 1/4 trim 'it -� 1005 4th Street � v- anacortes,Washington 98221 Caulk top and side trim to window frame 514x10 cedar et z'Flashing and siding. sealant mike underwood,AIA ill / � III;i .. Follow Grace Vycor self-adhearing house wrap • 8' ofvycormike@underwoodarchitecture.com Z / strip wrap flashing application instructions for de r - I — each side weather resistive barrier installation. siding w sealant • \ 8'strip of vycor wrap sidingEt over rough sill \ 1 1 Elevation Window Trim Detail Window Flashing \---$) watertable detail (69 1 1/2" = 1'-0 (____.) 1 10 2x6 stud wall wl studs at 16 inches on center, l 1 1/2°gypsum wall board on interior,R21 insulation at core.with 15/32'continuous wall il r{ 518"X10"anchor bolts,embedded 7'into 1 sheathing at exterior. 'house wrap moisture concrete,at 4'-01o.c.u.n.o.,and set between 3 barrier and siding per elevations. 1r. VT AND 12'from board ends with 3'X 3°X — 1/2"type x GWB �� " 114'thick washers.Min.(2)A.B.'S per board " 3/4"T&G plywood-glue&nail 314 T&G plywood-glue&nail r� it 4 concrete slab over 6 mil vapor l' [R403.1.6.1]Use galvanized washers or provide P to supporting members to supporting members �� an isolator gasket between washer and sill barrier on 2"gravel bed Manufactureredii -joist see SI plate. residence garage 1 , plan,R30 insulation II Niamoon rim oist tpp-rrr-rrrr &i&liiilflhiiiilii "i• �r' ♦I /♦♦ tj:á II Illi i .1PAA a 5/8'cdx cover-painted Sal Mrawanufacturered I-joist see �� Simpson H2.5az plan see plan for direction), �. t • - :; 9878 �� beam per plan R30 insulation fr��i ' . •' `• ' "� ii rriS ►�i •: . ., _ •�.':,:.;,.•1 Registered S_= : Simpson post base-CB68PCz w/ ►�+ �; ,' grade a ARCHITECT �� , ;i. 2'R-10 rigid insulation .1.y I (2)9aly.5/8 d lag bolts - r- -- 4.:.-. . .1 -.J I a (- , r �: Michael G. Underwood \ 1_�� a , State of Washington compacted fill •': 18' Sonotube —> 5 v2 v .4k ),r.,'; ;....:;,.:\ P ri 4e•. ��, exp. 09/22/19 • lif 12°wide drain rock :� 1 8 #5's @ 12'o.c.each way i-.rrr., . -: :. •'- (5)#5's vertical wl 3 clr of exterior c c �� m . 2 coats of asphalt emulsion brush .� PermIt Set i% 82x4 studs at 16'c.c. S ors ra a had per manufactures I See detail for foundation call-outs bent into footing o ► P Y PP m R15 insulation ' recommendations •' 1 A501 Project name: .Q •� c ly � L 112'g.w.b. j�.l ;1 r. , 1 ) #3 spirals at 12 o.c. vertical to 3"clr. from top ® fr-. ' 1 : •' 4 I I AD Stout Lot 3 4�,1� • ,e 3 ) • • . . ,� , .. �1 = i Residence ae • ' I', �e! ' i - l • e .' �•] (4)#5 rebar each way 1112'clrtyp.-where fill ► ,1 • : ., nii Osprey Ln _ _ (fi e \ against wall is less than 5'-0' Z1 ,,,,:',.:,:.,!.1:-. ` • III t. I I I I I �, I I I I I I I—III= high-place reinf. @ wall 7-; _ I < ; Project: Stout Lot 3 \I I ' + "- - ' III— centerline Issue Date: 1/27/2020 3"' e . ., �— : 4. : ::a HI 1- �� . . .41r ' I I;—d_ -r: k• • :`i -III= building �� L '` f .. - • . e:'';:' ) _ J _ 15#buildin paper •,. Revisions -I I) (1 -lb I I 1—I I I—I I—I I I—III- \ or vapor barrier ' •� ,- , -t No. Date Description - il slabper plan It';� `''e`r' c:._I 4'pert drain pipe to N r_:: • ; ; :: ', : rigid insulation I Al a •�. - _ 1 I•__„ - builrg exterior off••.. •..••ix.xe1 ' : %-.-; : y •. in M #5's@124o.G ''. •.4 - •? '- - ', b - - - .1 .e " • _ _ h ' 7 , 8' ' 3p f o Details 0 rc, concrete column detail - floor 2 fndn at retaining - mid . residence rt Residence to Garage Detail 0 G., cri_ei) 3/4" = 1 -0 C/ 3/4" = 1 -0 \ } 3/4" = 11-0" A501 3 u 1/29/20201:00:15 PM ® , az t 0 - UNDERWOOD &ASSOCIATES,LLC __: ,, 1:60588.o:7l 05 4th Seet i__ i anacorte , Washiton 98221 1,' / i �/ _-" . \ mike Underwood, AIA I ! JI mike@underwoodarchitecture.com r 1 I ; • ki / so 1 I T $1 tr •-,t.„. ii L `o m e i --- A _ \4 r i 0 - Li \ ill N_.0 N,••••• , _ , ci) kitchen north (2) master bath \\„\ \ I /i L.,a, c , i: , _ • 9878 Registered t- 1‘'''''1"is%;1 4.,\ ARCHITECT Michael G. Underwood E State of Washington et/ L exp. 09/22/19 Permit Set I ) _________ Project name: masterStout Lot 3 3� shower Residence 4/ Osprey Ln Project Stout Lot 3 o Issue Date: 1/27/2020 o Revisions A Na Date Description Or IN az t= en in a 5 0 m ta 3d views 0 Q 00 0D L o ..,.... 5 west 2 E4D west A600 0 1/29/2020 1:00:19 PM \ UNDERWOOD / p� \ &ASSOCIATES,LLC ! \ < I \ 1005 4th Street anacortes,Washington 98221 / 360.588.0471 \ mike underwood,AIA 6 to \ mike@underwoodarchitecture.com e 00 e e o b o e 6 ino 0 o e in \ \ \ c Kitchen Island Kitchen Casework 1/2" = 1'-0" �� 1/2" = 1'-0" , , , / , , , , , , , / , , , , , , / / , , / mirror ® cgr- D3 D3 / floating vanity 1 \ G// 9878 I Registered t r ARCHITECT v. < . . M Michael G. Underwood State of Washington \ exp. 09/22/19 '5 Powder Bath Casework Master Bath Casework Permit Set \ / 1/2" = 1'-0" \� 1/2" = 1'-0" Project name: Stout Lot 3 Residence 1 align 1 114 Osprey Ln / i t J Project: Stout Lot 3 o \ rod and shelf / Issue Date: 1/27/2020 `O \ / Revisions �\ \ / No. Date Description o \ \ fi fi / \ -o9o- Ap o- / to \ .0" " o — o Ne e toen o / in g m\ < >1< > hamper o \ \ Elevations Laundry North �� Laundry South 8� Lower Level Bathroom \J 1/2" 1 0 1/2 = 1 0 1/2" = 1' 0" in A700 1/29/2020 1:00:19 PM