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Home My WebLink AboutPermit File BLD-2020-0201 2007 Bradley Drive (2) -•- --- - f V- ) r rl r r Pearia Residence ": /ilL . . r 114 I - '., -4 r_. .. if -A, litf. iti -: A , e_i � . f_ sa :, site 1 -, �ii t UNDERWOOD 1 &ASSOCIATES,LLC ' 9' A ,, . . ' a , ,4-4:;.,' * t • 1. ,1 ; ' I. �- `` , i+ ITI1E© 0 neap1005 4th Street • [ „�� g-, it; anacortes, washington 98221 1 F '. r - .... _ ,� t •_r �a �' '' 360.588.0471 _. . `-= }. _' `� .� � • ' �° - mike underwood,AIA ,t, „7.... ....�• a .. ,; t' s 4.. www.underwoodarchitecture.com .$ .� ; A ,, e;V_- ' ' '. • �� Architectural Sheet List ir. 4 * •.;, 6'''''../''''''''' % 3..... t - lk•�b7, ;' x*�.. _--JA0 ,nacortes Sheet ,:: _,...1/4, • 6iii y' Number Sheet Name �* � �� . �; 1 _ �, . Q ;� A000 Title Sheet y�.� `�- * r- "' " ,„ �'�. A001 General Notes $ r '`, , _ -1 A002 Energy Compliance M �: ..�'A :i ; ' � -- Forms 1 r',1. 111' -lir _ fill 1 1M • R A100 Site Plan I� - --- !I A101 Stormwater plan vicinity Map Y 3 . = A102 Level 1 Foundation Plan 1/2 = 1 -0 _ - t - _ F- x __ =•�_ ._ , _ :-_ �` A103 Level 1 Floor Plan 0 _.,„, „,4. r--trr-pi.m A104 L e v e l 2 Floor Plan Symbol Legend A105 Level 2 Lateral Plan j [.. I A106 Level 1 Lateral Plan A108 Level 2 Floor Framing , A0.0 0 A109 Level 3 Roof Framing Building Elevation Building Section I Assembly Reference W1 '`' ! = - Plan 0 A110 Foundation Details 0 ` 0 - r- A111 Steel Column Details Interior Elevation a A0.0 1 Wall Sections/Detail Reference A0.0 �1 - A112 Roof Details 0 • - ,_ - A A200 Building Elevations , A201 Building Elevations A300 Building Sections 20 .6-•' . 4 �'' A301 BuildingSections This Is A Standard List Of Abbreviations Used By This Office. Items f, ' ' let Listed May Or May Not Be Used On This Set Of Drawings. �° _ "y ` t.. , ' „•i , A302 Wall Sections A.b. Anchor Bolts Ga. Gauge p R. Riser F y� A700 Interior Elevations A Ac. Acoustical G Galv. Galvanized Rad., R Radius A900 3D images 9878 Registered Add. Addition Glu-lam Glue Laminated R.d. Roof Drain General Notes Anacortes Zoning Code Energy Code Notes Building Information Grand total: 22 ARCHITECT Adj. Adjustable/Adjacent GLB Glue Lam Beam Ref. Reference A.f.f. Above Finished Floor Gr. Grade Regd. Required Michael nderwoo Alt. Alternate GWB Gypsum Wallboard Rm. Room 1. All potential contractors shall thoroughly familiarize themselves with Zoning Category: Residential District 2(R2) This building is governed by the 2015 WSEC Prescriptive Energy Code for Site Address: 2007 Bradley Drive Mic ichte Washington RO Rough Opening job conditions before bidding to ensure that they understand the scope of Permitted uses: Single Family and Duplex Housing. Anacortes,Wa 98221 BBId. Building HB Hose Bib the work.These notes are general in nature and are intended to set the detached single family dwelling units 9/22/21 Blk Block H HC Hollow Core minimum standards for construction. Any conditions which are not clear Lot Size(minimum in zone): Energy Credit Requirements: 3.5 points(Medium Dwelling Unit less than Parcel Number: P59134 B.O. By Owner Horiz. Horizontal c SC Solid Core or are different than required by code or site conditions shall be brought 7,500 sf 5,000 sf of conditioned floor area) Btm. Bottom Hr. Hour v Sect. Section to the attention of the designer immediately. The contractor shall verify Setbacks: Energy Credits Proposed: 3.5 points Construction Type:V-b Permit Set B.U.C. Built Up Column Hdr. Header SF Square Feet all dimensions and conditions on all sheet drawings and in the field,and Front:20 feet BWP Braced Wall Panel Shtg. Sheathing notify the designer of any discrepancies before proceeding. Interior Side:a minimum of 5 feet on one side and no less than 15 Efficient Building Envelope 1 d:0.5 Energy Credits Occupancy Group: R-3 Insul. Insulation Sim. Similar feet on both sides combined Project name: Cab. Cabinet I Int. Interior Spec. Specification 2. Specific notes and details shall take precedence over general notes Rear:25 feet Prescriptive compliance is based on Table R402.1.1 with the following Building Areas: CCdr. Cedar Sq. Square and typical details. Lot Coverage(maximum allowed): modifications:Vertical fenestration U=0.24 Daylight Basement Living Area: 1,641 sf FDea ri a Residence C.1'. Control Joint Jt. Joint SS Stainless Steel 35% R-Value and U-Value Minimums: Main Floor Living Area: 1,756sf I Clkg. Caulking V Jst. Joist Std. Standard 3. Dimensions shall supersede scale,and are measured from edge of Allowable Height: Total Living Area: 3,397 sf C.L. Centerline StI. Steel stud. 14 feet from highest point of lot;single story except sites that allow �[ Fenestration U-Value: 0.24 CMU Concrete MasonryUnit K Kit. Kitchen Stor. Storage daylight basements.no more than 35 feet Garage: 520 sf Skylight U-Value: 0.50 SS Storm Sewer 4. All work shall conform to the latest approved editions of the standards Col. Column „ Window U-Value: 0.30 Conc. ConcreteL Sus Suspended listed in"codes". Project Directory Decking&Patios: Lay. Lavatory p p Exterior Door(wl glazing): 0.20 Main Deck Area: 289 sf Project Address: Constr. Construction IvI Microlam timber Ceiling(attic): R49 5. Provide 6 high temporary and permanent address numbers on site Cont. Continuous Isl Timberstrand timber T. Tread Owner: Mike and Ma Pearia Ceiling(attic wl adv.framing): R38 2007 Bradley T TOF Top of Footing that are viewable from the street. Mary Ext.Wall: R21 Site Area: 8276.4 sf(.19 Acres) TOC TopOf Curb 218 Main St PMB 792 D. Dryer Kirkland,WA 98033 Floor(over unheated space): R30 ° ° r Y to Mat. Material T&G Tongue&Groove Proposed Lot Coverage by Building:2390 sf/8276.4 sf=29/°<35/°OK. Drive D Dbl. Double IYI Max. Maximum g Floor(unheated slab): R10 and 24"at perimeter,vertical at stem. Thk Df Douglas Fir M.b. Machine Bolt . Thick Codes Architect: Underwood&Associates,LLC Floor(heated slab): R10 under entire slab Dn. Down Mech. Mechanical TOS Top Of Slab 1005 4th Street DS Downspout TOW Top Of Wall 1. building 2015 IRC Anacortes,Wa 98221 High EfficiencyHVAC Equipment 3a: 1.0 EnergyCredits TRACT 29,SKYLINE DIVISION NO 3,AS RECORDED IN VOLUME 9 OF PLATS, p Memb. Membrane g PAGES 54-55,RECORDS OF SKAGIT COUNTY,WASHINGTON.TOGETHER Project Year: 2020 Dtl. Detail Min. Minimum Tv Television 2. mechanical 2015 IRC Mike Underwood,AIA WITH ONE FAMILY MEMBERSHIP TO SKYLINE BEACH CLUB,INC,A DW Dishwasher Washer Mir. Mirror Typ. Typical 3. plumbing: 2015 UPC 360 588 0471 Gas,propane or oil fired furnace with minimum AFUE of INSEPARABLY APPURTWASHINGTON OENIANTOTOOANDTRUN W TIH THECH EMAND HEREIBERSHIP SLN ALL BE Issue Date: 4/8/2020 4. energy and ventilation: 2015 WSEC 94%,or Gas,propane or oiled-fired boiler with minimum Ea. Each Mtl. Metal U UNO Unless Noted Otherwise AFUE of 92%. PURCHASED.SURVEY AF#201909230079 Revisions EL Elevation (n) New Var. Varies Scope of Work Efficient Water Heating Category 5a:0.5 Energy Credits Elec. Electrical N NIC Not In Contract \/ No. Date Description i Elev. Elevator NTS Not To Scale • VCT Vinyl Composition Tile residential bathroom lavitory sink faucet: 1.0 gal/min p .� Vert. Vertical Construct one X,XXX SF single-family residence residential kitchen faucet: 1.75 gal/min EQ Equal with attached XXX SF garage and XXX sf residential shower heads: 1.75 gal/min -,, Equip. Equipment OC On Center Vest. Vestibule storage unfinished in basement. o (e) Existing OFCI Owner Furnish 1 W Washer Efficient Water Heating Category 5b:1.5 Energy Credits 3 Exist. Existing Contractor Installed Establish and occupy,per plans. Ext. Exterior Opng. Opening W/ With Water heating system shall include one of the following: WC Water Closet Gas,propane or oil water heater with a minimum EF of 0.91 OSB Oriented Strand Board WD Wood Project to be reviewed by the Skyline Property x F FD Floor Drain Owners Association Architectural Committee Fin Finish W/O Without �I . 1 P-lam Plastic Laminate WP Water Proof F.f. Finished Floor FS Finished Slab Ply Plywood WWF Welded Wire Fabric " FLR Floor PR Pair Fnd. Foundation PSL Parallam timber F.o.c. Face Of Concrete PT Pressure Treated `" F.o.s. Face Of Studs Title Sheet a Ft. Foot Or Feet Fur. Furring F.e. Fire Extinguisher Project Info ,-,, ( 2) 3 A000 4/21/2020 9:56:20 AM ti - - ' General _- --- 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 joists may not exceed one-fourth the joist depth. 111.Attic Access: Provide min of 22x30 access to attic areas greater than 30 square � � 9 UTILITIES UNDERGROUND LOCATION before doinganydigging anywhere on this galvanizedcopper. (Exception: greaterNotches in the top or bottom of joists may not exceed one-sixth the depth or be5/8" cappedplywood Energyand Envelope Notes . ,i)4,► y--, . gg� 9 Yw steel, stainless steel or Exce tion: 112-inch diameter or feet. Construct with GWB and with r-49 insulation. Provide I ood p �, r -� 1 - f,� 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 - ,�'[ �'L j above o enin R807.1 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 p g. [ ] /, 1 ' , 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 s . of each other. [R502.8.1]. 3/4"to 1 1/4" max.toe overhang. shall be 34 to 36 inches above the toe, biddingto if that buildingdepartment has anyspecial framingor backing Exterior Shell Handrails determine p p � 3. All stumps&roots shall be removed from the ground to a depth of 12" in the arearequirements to meet the energy code or for any other reason. �� occupied by the building. No excavated material is to be used for backfill under any 91. Flashing: Flash and counter flash all exterior openings as required to make them and be set 1.5"off the wall, and have a grip of 1 1/4" min.to 1 1/2" max.. [R311.7] concrete without approval of the city/county.All fill under concrete to be compacted weatherproof. Tops of all exterior horizontal wood fenestrations to be flashed with For notching and boring of manufactured floor refer to the manufacturer and pp Y p follow their requirements fully. [R502.8.2] 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 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/ U N D E RVIIO❑D 74.Joists, rafters and trusses must be supported to prevent rotation by installing solid 4. Building and Structural Design Loads 92. Trim:All exterior trim splices&siding joints to be mitered. Provide a 15 degree blocking at each bearing point or as required by manufacturer. [R502.7] and combustion air per manufactures recommendations and by code. sealed including but not limited to electrical, plumbing & HVAC penetrations. Outlets, &ASSOCIATES,LLC ground snow load: see stgructural notes min. bevel on ends of joining boards. switch boxes and recessed fixtures on exterior walls or ceilings are to be caulked I 114. Window fall protection: See R312.2. 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 sealed with approved sealant, or have foam face gaskets installed.All recessed lights 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 sleeping only 30 psi to match the adjacent roof color. into sides of girders must be supported by joist hangers or ledger strips. [R502.4] mike underwood,AIA Floor dead load: see structural notes 121. building163. All ceiling exhaust fan ducting to be insulated as per code&to have as few deck live load: 40 psi 76. Bearing: In floor construction,joists and beams must have not less the 1.5 inches Inspection: No plumbing or drainage system or sewer may be covered, concealed or put into use until it has been tested, inspected, and approved. [UPC bends as possible&to terminate at the exterior of the building. www.underwoodarchitecture.com 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] Lateral wind load: 110 mph -see structural notes for exceptions Framing additional exceptions and requirements. 164. Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around Seismic category: D1 77.All plywood and OSB subflooring is to be glued to the supporting framing 122. Supply Testing: Plumbing supply piping must be tested with working water wires, pipes, &outlet boxes. Soil Minimum: 1500 psf members; glue is to be applied in strict conformance with manufactures directions. pressure or, except plastic piping, 50 psi at pressure. [UPC 609.4] Walls 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 formingand placingconcrete, if within theground or between required for an additional story. Cripple walls less than 14" high must have solid 166. A one perm or less vapor retarder(ie: kraft paper, PVA paint etc..) is to be 124. Protection:All piping passing under or through wall must be protected from foundation sills&theground 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 installed on the warm side of all insulation. continuous footings or foundations. [R602.9] breakage.Approved provisions must be made for expansion of hot water piping.Voids contact with the ground from under the building. g around piping passing through concrete floors on the ground must be appropriately 11. Access:Access shall be provided to all under-floor spaces. Access openings 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 through the floor shall be a minimum of 18 inches by 24 inches. Openings through a [R407] [R803.2.1.1] 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. g grade, areaway ppby pierspedestalsprojecting 82. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each prevent sagging. Pipe supports for ABS maynot exceed 4 feet on center. [UPC 314.5 the through-wall access is blow an not less than 16 inches by24 or in basements must be supported concrete or metalseparate space byvent openings protected against the entrance of rain and snow. gg gpp 169. not used 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 p p g /314.5.1] 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 The required area shall be 1/150 of the area, except maybe 1/300 of the space if the 126. Whirlpool bathtubs must provide a removable panel of sufficient dimension to door to the residence. [R408.4] least 1"above such floors. [R317] openings are split with 50/o but less than 3 feet below ridge. [R806.1] access the pump. [UPC 415.1] 169. Exterior doors to be adjusted so weather-stripping, threshold, &door sweep 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 be provided at the attic access opening when using blown-in 127. Water heater relief valves must be provided with a drain, not smaller than the are working properly&seal well. 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 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] 170. Blown-in attic insulation, if used, to be installed in strict conformance with 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 ANSIITPL1 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 Have that retain earth and enclose habitable or usable spaces located below grade. stabilityin accordance with the individual truss design drawings. R802.10.3 pp p ry 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 g g [ ] Combustion Air Ducted Directly To Them. g p p pp 129. Water heaters must be anchored or strapped in the upper and lower third of the materials must discharge by gravity or 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 system. [r405.1] End joints must be offset at least 24 inches. [R602.3.2]. Exception: advanced framing any way without the approval of a registered design professional.Addition of loads must be provided between the lower strap and the controls. [P2801.8] 174. Provide programmable thermostats to all heating systems. 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. Vapor Barrier: Cover ground at crawl space with min. 6 mil black colored, g moisture barrier, laps to be 12" min. and sealed, and ends to extend up foundation 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 walls a min. 12". occur from a leaking water heater, a watertight pan must be installed beneath with a Supplemental Energy Notes 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 9878 Registered 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: RCHIT CT 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 Michael G. Underwood 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. General t i Re uremens SGHC: 0.40 State of Washington unless both of the following conditions are met: [R602.6] q 131. Seal:All plumbing fixtures, including toilets, must be caulked or sealed at their Skylight U-Value: 0.50 a. The bottom of the water pipe, at all joints, shall be at least 12 inches above base. [UPC 407.2] Window U-Value: 0.30 9/22/21 the top of the sewer line. Drilling: 1.A stud maybe bored to a diameter not exceeding60percent of its width, 101. Address: Every building must have its address plainly legible and visible from g Exterior Door(w/glazing): 0.30 b. The water pipe shall be placed on a solid shelf excavated at one side of the provided that such studs located in exterior walls or bearingpartitions are doubled 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 (attic): Permit Set are not located completely between heated space and insulationprovide insulation as Ceilingattic : R49 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] p Y p Ceiling (attic w/adv.framing): R38 P2604.3 [ ] 2.Approved stud shoes may be used when installed in accordance with the 102. Emergency Egress: Basements, habitable attics and every sleeping room must required to assure pipes are protected from freezing. Ext.Wall: R21 manufacturer's 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 Project name: Concrete And Reinforcing3. Provide metal nailplates in all locations where plumbingor wiringcomes Floor(unheated slab): R10 and 24" at perimeter horizontal or vertical at stem. 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 ) 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 Peoria Residence 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, 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. walls. [UPC 313.10.1] Install fire blocking at: Project Address: 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 maybe note: Additional energy efficiency features are required. l 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. [RI 11.1] 1. small dwelling unit: 1.5 credits required. 23. All footings to beplaced on firm inorganic, undisturbed soil of 1500psf min parallel row of studs or staggered studs as follows: g g (min) smoke alarm must be installed in each sleeping room and outside the sleeping room 2. medium dwelling unit: 3.5 credits required. 2007 Bradley bearingcapacity and to extend a min.of 18"below finishedgrade.Tie wall vertical a.vertically at the ceiling and floor levels. 142. Testing: Gas piping must be tested at a minimum pressure of 3 psi. Gauges p Yarea in the immediate vicinity.There must be at least one smoke alarm on every floor 3. large dwelling unit: 4.5 credits required. reinforcingsteel to continuous footingsteel.All reinforcingsteel belowgrade to have b. horizontally at intervals not exceeding 10 feet. used for testing must have an upper range of not more than 1.5 times the test level.All smoke alarms must be hardwired and interconnected. Smoke alarm shall be additions<500 sf: 0.5 credits required. Drive 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] otherwise noted on plans. as occur at soffits, drop ceilings, and cove ceilings. exceptions. Equipment Garages: appliancesgenerating glow, spark for buildingalteration 143. E ui ment in Gas eneratin a s ark or flame 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, 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 Project Year: 2020 Girders And Joists burners, heating elements and switches are elevated at least 18 inches above the Electrical 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 M 1307.3] Issue Date: 4/8/2020 31. Wood joists closer than 18"or wood girders closer than 12"to the ground, must combustion. walking surface. Guards must be a minimum of 36 inches in height. Open guards t be of treated wood or wood 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 144. Clothes dryers ducts must be smooth metal and terminate outside the building. 181. Electrical outlets shown on the plans are those required for convenience only, Y [ ( )] Y p g p p p q Y o inch thick and supported on metal strips or metal lath. R1003.19 diameter cannotpass through, except at the toe triangle where 6" is allowed, or at 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 pp p [ ] g p g qprovideq p 6. Cornices of a two-familydwellingat the line of dwellingunit separation. stairwayguards 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 °' p ppNo. Date Description 32.All wood in contact with concrete, masonry or earth must be pressure treatedlength must be reduced 2.5 feet for each 45 degree bend and 5 feet for each 90 protection where required by code. p 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] Q 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 -� contact with concrete. [R317] header as indicated on plan or plan legend. p g p 145. Exhaust Fans: Bathroom, laundry rooms, kitchens and similar rooms must be g g p Y p g y p [ ] o above the garage,the ceiling must have 5/8"type-x drywall and all supporting walls vented by an exhaust fan. Duct must terminate outside the building and be not less 3 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 must have 1/2"drywall. [Table R302.6] than 3 feet from any opening into the building. [IRC M1506] o form the structuralsupport of buildings, balconies, porches, etc.,whenh the joist underneath so spaced as to give proper clearance for the piping.Where a o ngs, such 107. Garage Door:Any door between a garage and a residence must be either a 1-3/8" 146. Exhaust Fan Rating: Kitchen exhaust fans must be 100 cfm minimum. t members are exposed to the weather without adequate protection 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-closing device. Bathroom exhaust fans must be 50 cfm minimum. IRC Table M1507.4]overhang or other covering. Such members may include girders,joist and decking, such partition shall be doubled and spaced to permit passage of such pipes and shall [r302.5.1] [ L'1 posts, poles and columns. [R317] be bridged.Where plumbing, heating or other pipes are placed in or partly in a 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- 147. Water heaters:Appliances located in garages shall be elevated at least 18" . 34. Ends of girders entering concrete or masonry walls shall be provided with a min. & 1 1/2"wide shall be fastened to the plate across and to each side of the opening combustible material and sloped toward the garage door or floor drain. [R309.1] above garage floor. [P2801.7] a air space of 1/2"at tops, sides, &ends. [R317] with not less than 4-16d nails. 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 `" 35. Post Connection: Provide a positive connection between the post support&post Floor above drain inlet with water-resistant backing. [R307.2] the largest space. Residential General Notes General Notes 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 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] p or treated material. 72. not used 1 - General Notes A00 1 u 1/4" = 1'-0" 4/21/2020 9:56:20 AM Priatl,ripfivs Energy Code Compliance for All C climate Zones in Washington ? � P.r r!!flri,rrr '1I' I&G'rrlrp'arar.nr Window, Skylight and Door Schedule s://„.- ue-•- 1 Mike and Mary Paada Residence Mike Underwood /�• ' ' - r "i� 'Irtl P:r1�1C9L:I 1.I'rar.T.,21;r i.+Airael Jl1d mird.+urr ___ 2007 Bradley Drive ilinderwood and a ct s. Ile Mike and Wry PealTa Riniderioe Mike.Ll+ider u'd ��_1 ,® . J �ir�tpG� k1��R�� System.Size:: Was h in�1�n Slate �` --� � _mil Anactrtes,WA gE12:21 mike ( urtderwoaderchilecture. am 200? Bradley Drive 11no€xwood sod ASS Iles LLC Ttvs ncahra sostam simci calculator Is tasJJ on It-1.5 Prescriptive Requirern Requirements Washinplan.Slate Enerp/ IWSEC)and ACC AManual , ;: � ..," This project will use the requirements of the Presonptwe Path below and Incorpo-rate v'ie Arlan Les_WA 98221 inlke ll`1defwoodarehiteettite.► ]m .J ame-5 This BIDJIaIor+41Ilt-Bkulalaheaorii FaixE9OPIY.ACC-4oro e111'eaIarslain ccoIndeirgentastKiuki be rased todeoEim•Ikla oxilirm beds 49 f..' Ihfi Minimum values lixtrd. [n addition, bar d an Ih�size of[he slrurrlurr2: the appropriate PEGErEe no out el OM grew'drop-dovr�sero ea trait ereappir-stoe eyarr .As Kwfria QVEICIN inih$� wn rop-clos tor each s dyo+l.eo+ne r ' I,'11 number of additional credits are checked ar;chosen by the perirrtII applicant Vinci Ii Height values mil he oalartrled for you.ri you do naI see the seleclian you need in.the droa•down po tiorr&pleeseanl the WSLO Energy El1lrnsian P'rr;prara at 1 R.O. Lr-?uclor QL. Fuel. ` . FOOL n_n Area UA OW kireSF.6>;pn+se %... AUt1oriZed Represent31ive Datc Exempt Swinging Doer(24 aq. ft. max_} 01 0.35 1 3 ,, 20.0 1.00 f Alf Climate Zones Exempt Glared Fertiestr (1.5sq.ft max.) 0.0 0.00 �; F.o.ina 1.ic•hanah Connate iiir warp n , R-Value' U-Fathbra mike 8 Mary Print 15r7lke -Kk*woad Fee eSdratlorr LJ-F 8 CIOru rtila OM Vert cEl Fenestration{Windows and doors]. 2W0gradleyrClive Underi and ossoonto,Ik dk�llgh[Li-FactorrWeO.SQ Compc;n�ni .�r .1-.1- ?I �' Anacorles,w,� AIiI 'puiIm;rner�Lvthirscri.. .€arrl U N D E R ASSOCIATES,LLCD �� aes�ripiiar Ref. Lr facic�rL. Feet ' Feet "`1' Area UA He31ir5a S5r*�rt,75 T+}pe= Jfi+•,aabn ,> klq.l , he lazed Fenestrati SHi nr Na c s era sal'dlannkidMgs'Iz x kg,+ ,s pour our or on Ire°blood .ne.. 1005 4th Street Ceiling': 49l Q..026 Anderson 1040 picture 2010 1027 7 2 1 21.0 5.67 Desipn Temperature Anderson 1040 tcb�re 2 +D 027a 2 5 ¢ 40.0 10.50 anacortes, washington 98221 WIoOd Frame W1IW 21 irlt 0.056 pbasignl'arrlporalur.1[xheroneo{ATI. G g Andelsrxi 100 c ement 21540 027 3 2 G 4 'D 30.0 3.10 "'yam ill4F• r -a+�*w ri 360.588.0471 Afa86 Wall R-value! 21t21'' 0.056 - Andarsol 100 pi Luria 3020 0.27 4 3 2 24.0 $_4B ,area of Br,1aldrnq mike underwood,AIA Fbor 300 0.029 c02 hF,�]ilii,RQ Flrsar Ar$� Below Grade War' 10115f21 Irt* '3ti Q.Od2 AndOrs S 100 comment . 040 0.27 E4 3 9 .0 2S_ Co-pillions('F rArea( a pJ Andar&art 1 pyre 4020 0-27 4 4 32.0 8, www.underwoodarchitecture.com SISb F v .5 lapel, 10, 2 ft rrra ¢ AYMragM CeiHrty FIeight � inkiried'Miele Ante ore 1013 pcture 40`40 0.27 1 4 16.0 4.32 Imlrurh4na 'Table R402.1.1 and Table R4U2 1.3 F notes Irduded on R 2_ A,ela0ceilNi Halo'ik 11.0 30.573 Cade]solid core D4 0 17 1 2 8 6 5 17.8 3.02amino and Doors ufa for x Area iJA Each dwelling unit in a m residential building shall comply with sufficient opliorrs freer Table R4 4.21 c as to achieve Anderson 100 Pa110 Door 1)5 0 30 1 10 .. 70.0 21.00 1i,;.rx.01.1 it*icpitowilla rtlirtimllm nllm6 r q#err itt: Arlo r5on 100 Pa]Io Door D6 0 30 2 $ 7 112.0 33.00 0 u.°..18 -1 0.280 470 in ail 1.Sewall D rellMng Unit: I.Scredits Arbil r?i n 1 'O 1 lila FD2 0 2,3 1 3 ° 6 ' .0.0 5.00 slclrred'. killiaabor X .area = UA E °welling urlikS ie-SS tl5On 15170 1..101re wept in COriditielnie.1 llruur area with Ieit4 1har1 5ni gkiOre Feet r+It nnirtitiCiel uLGo"u C.ISO a area Addit ana toexislincl building !het are onsatsr than 50O re el el of heated near area but less than 1500 D'0 0'00IlINJAliftRe square feet. 0.0 0.00 AIM LI-FiletOr Y Arco - UA J.2. Medium i3wellling UMW. 3.5 credits 0.00 Irolr,dlom k.0 Am.' ,- r j 0.029 r 756 45 P''+ All dwelling units that are not Included ire ilt1 or#3_Exception: Dwelling irate;carving R-2 occupancies slug D.0 0.00 SIrl Ia Rartrr�cJalst�'aulhraai;eall rtvgUire 2, Qr its. 4 telling: tJ..aatar x Area UA ❑3. Large Dwelling L1nIL CS credits 0.0 . 1. • ■ Above.Oracle Weals rm*niw r v I. Fa I it ?S Are. UA welling uric exceeding SIX10&$AarnB feet of r Lared floor area_ 0.0 13.100 Lner=ha . Iw,Ir rx�..�,. * r.C.5¢ 9�T5.4 21422 14. Additions.hese than 500 squarefeelL ,5 credits 0.0 7.00 0.0 00 Pknors d.actar X Area LJA Table-R40 -2 Summary Inilrucnens ELM 54.0 14.73 Dpllorl G SJJriptron �.redw(sa 0.0 0.00 i e * le Erlieieni.Building Enviglaw la 0.5 ❑ 0.0 0.00 ex1Io.,r oraela YL'all�lift Fa"+tU U-Plictair M Area UP, lb Efficient Building Enwetope lb 1.0 U 1.0 0.0 0.00 : • 1 ■ 11- 4.04 35,74 'c Efficient Building Ernrelop e lc 2.0 U 1� Efficient Building ErSvelOpe'1 d �.5 U 0.0 0.00 Slab.$slaw�iradle i.srrpmr a F�armr XLen, , LIA 0.0 0.00 . ...p.m. 0.303 d 24 Air O;ikr�j.;Cot,Irpl end Mittel Venlilitl 2;1 0 5 U ��,at ti r rt r+,r•^ - 2b Air Leaks Control and Efficient Ventilation 2b 1.0 L. 1.0 D'0 0.00 91 4r113reglii~Kw,.to F-Fa�+ar X Lon. UP 2c fir Leakage Control and Efficient Ventilation 2c II ❑ 0.0 0.00 Iii.1r.clinn. 1p;11; hlmic 0 1.5E16 15431 841 3s 1-1lgh Efficiency HVAC 9e 1_ ❑ 0•0 0.00 315 11 Elf ieliey HVAC 3b 1. Q 1 r' 0.0 0.00 ', High Ei iQncyr HVAC 30 1.5 U 0.0 0.00 10 kacatlor acts • C>rucit_oaikago Co-efJ¢rerrt 3d High Efficiency HVAC 3d 1.0 U 0,0 0.00 "�` •.•� • :G 4 IHlgh Efficiency HVAC distribution System 1.C1 ❑ 0.0 0.00 Skim of UA 1341.13.9 Elncientwa4et Healing 5a 0%5 0 0.5 0.0 0.00 EnirtlopoHea1 Load 59,E ah.0 btu r 51a Efficient Water Healing 5b 1.0 U Fbere 1 64(411:4'+ w•,x ac Efficient Wweted Floating 5rs 1.5 ❑ I 0.0 0.00 r!w Lankierbrae Loan 1§,1 iri alio1-tr,r redEfficient[Nato. 5d 0 5 U 0.0 0.00 +fir.»x nax¢rr au Lbanr[Nato.Heating emh Duildllg Doegni Heck Lead 75.000 BIu r Hour .5 Rinay.abla QeG1r1C Energy 0200 ktnrhl ;..[� t111aid'r1p and dud Frca!Load �,E8& e1d11•id,r Total Cr llt� D . Dual n aredeQmd30aro.S,rod 6Harg Mal Lax 11r wrlease rev to Table 11406.2 l'Or CCilplcUt OptiOfl t 5Criptic.ne. DUa..,r.adtar.d Lams Sim� "_J1.imix I Brio ium Mit Equipmcrrt G1ulA;III 1a3.235 BIu r Feav+ I oval0.0 +leaf r,e�a x 2.5�'�x. ID 0.0 0.00 '/r'r 9878 Registered 0.0 0.00 ARCHITECT 0.0 0.00 0.0 0.00 0 0 00 Michael G. Un erwood 0.0.0 0.00 State of Washington 9/22/21 am.of Verfica'Fenesrreteon Area and t?A 4715.8 132.55 Ven'ic3.1 Fenestreliorr Area Weighted t!_VA/Area 028 Permit Set Overhead Glazing (Skylights} Component Width Height DcscripL' r! Ref. Lf-datiir OL. raeL I''' raeL •"rh Area UA Project name: 0.0 0.00 0.0 0.00 Pearia Residence 0.0 0.00 0.0 0.00 D.0 0.00 0.0 0.00 SLir7?Of Civeirnettirf Gkrang Area and I 0.0 0.00 Project Address: Orvethead Gifiszaig Area Vlie virled Ur= D'Aerdflipis 0.00 Tonal SUM of Fenestration Area arid UA tor hearing system nizirlg caJ'rui'arions) 498.8 1319.55 2007 Bradley Energy Forms Drive 1 1/4" = 1'-0" Project Year: 2020 Issue Date: 4/8/2020 o Revisions No. Date Description U rd 0 0 3 Ii s~ 0 U x •E rt� 1 Energy Compliance Forms ch CU „) A002 4/21/2020 9:56:20 AM _�. I O I -- 11,/ a f 'Ir�V'�\ I I neighbors driveway ti/•r� I r �, -L.- r I fire hydrant 360ft 1 1 , I existing water meters 11:� CD , I existing PSE power I 41 I • trans.pad IllrArrr°'-- N83°22'43"EiR)115.08'! _ _ el ,,A.�,,, 'IV. %, I it, lip 4 111,1k 0, '• 0$04+: , . ,....p,a iwA ,.., ,I e -I 4 It- i , --,:. N - -d : - 110 Ill° o UNDERW��D ® &ASSOCIATES,LLC i a !ill, liti 30'-0"Half ROW L_ I a a ® - 1005 4th Street d °. I O 20'-0"Front �'� '. anacortes, Washington 98221 SetbackJL 360.588.0471 L : _ a / I /1; 1 GarageII mike underwood,AIA I _ „ PROPOSED RESIDENCE d 20' 0" 111111) - - --- _ r +. ° ° ° A www.underwoodarchitecture.com - -Q4 --,- °d wpi611 /° - ° - - ° COI 0 ° ° O - d - - - - - - - - - ° cu 'ta Q) ° a - - Entry. ad ° a ° < .� j 1 COL. IV Id d� °- � v I 1 I I d° d - 2 / y ' a W NJ / 4° / Deck I 4 ° I 0 I existing mailboxes I _ :a ed' I, ° _ ' ° ` ° - 1 CD / Landscape Notes. / , _ " °:: a°�: _ or aad ° 1. Any discrepencies with the drawings, specs, 7. Fertilize all plants at time of planting per i I - a °; ! A and or site conditions shall be brought to the manufacturer recommendations. / fire hydrant 260f &�� a e p ° _ _' I 0 d- . _ attention of the architect prior to proceeding with / �r a :/'a = - .f - --- -1, ..„„,..14 I ° ° e'. _ 18 V construction. 8. Contractor to apply a pre-emergent weed killer to existing stones 0 4" 4_. ®anveway °` °tr I -s 1 CD all planting beds per manufacturers ° as d I C 2. The contractor is responsible for locatingrecommendations. / ►,�� 4 ° - _ - - °° .0." fin `° I Q p utilities prior to beginning construction. / v, 4 - -e- -,'_ e`4" & , ° _ .. - - °-- - -- ; "4 d • °' ° 5 9. 6" of top soil to be distributed throughout - to be e9�6 $,° 4 °" ° 4 aY. I* , 3. Plant material locations shall be coordinated Skagit Soils or equal. / / 00 proper in-e b' -'' Q' '' : _ ° d -- ' � with sprinkler irrigation head locations to avoid / / -s 0 ° : a , 111 O I any conflicts. 10. Top dressing to be Skagit Soils compost or / / y Viit. NBZ°ol$s, a4 . ` ' ° d, 4 ��-0 : ° ' equal. / V, NWP),12� : , . • ,t \�, A - 4. Landsca a contractor shall be res onsible for81' a °.V • Osiiii anycoordination with subcontractors as required 11. Landscape contractor to coordinate with dirt and / 0 - _ q p ° to accomplish planting operations. grading contractor to allow proper material heights. / 0 a"_ _ / a 4 ___. '1 /ate 0 ir ., a� 5. Where shrubs and groundcovers abut Mulching in and around plant areas is to be 2-3" / p, I 11111°11 Q curbing, walks, and or catch basins minimum thick and should be checked at least before and / / I planting distance shall be 9 from same. during summer and rainy winter seasons so that an adequate base is present. / 0 ► I 6. Landscape drawing is schematic and actual / locations may vary due to utilities, irrigation, To establish a healthy root system watering is an drainage pipe, or existing conditions. essential requirement for the first 2-3 years while 9878 Registered plants are being established. Prevent over watering ARCHITECT which may rot plant roots. Water times should be limited to early morning or late evening. L " Iee 0 - Site PI a n Michael G. U erwood O Landscape Notes Cr. 1" = 10,-0" 10"dia=2 credits State of Washington 1 1/4" = 1'-0" v 141'-0„ 9/22/21 ICHIVIVIV _ ��r - - -�.,�.. N,,��10 �� -- _ -- Permit Set I`!.•'•' -Is , A-A---- Required Landscaping Plant Schedule types and quantity as available �� "a ,'.a `I 14T- 10" L� I Calculations _' - - _ , I I I „ - a - a I Project name. = �� , PROPOSED RESIDENCE; _ - I symbol qty. trees (botanical name,common name, size/comment) '. e 4 ° a< ' 20' 0" IIIII ° PROPOSED RESIDENCE Site Area 8276.4 sqft < ¢ 411 , : �,�� ;Q - Pea ri a Residence 2 Acer circinatum,Vine Maple - 2"cal. ° E1 - `, \ 4 0 0 lawn _ a -• a /o of site area to be landscaped 20/o - R2 Zone 4- (..._. I - ° . _ a -(per AMC Tables 19.42.020--030) 1,655 sq ft required symbol-qty. shrubs&perennials-(botanical name,common name,-sizelcomment) z t. �. �� a°4 , °3,470 s ft rovided 42% ��/ lawn )', O ° ° , - I O 3 Tinus'Spring Bouquet'-2 gal. ii: = a ' - a q p sa Deck Project Address: 1. ° - Compliance with AMC Ch 16.50 Tree unit credits required: i / - _ ;u, 4, 1 1 Tree Preservation 8 Tree Credits �' 3 Assorted Azaleas-2 gal. " 1 .°a° = a iii- -" :fie "-- °-°,,. ,- ° I _°- a ° _ - °-. I ,' - 10 dia=2credits ° - `� 4 i 2007 Bradley Tree unit credits retained: , : d ° y d d • 2 trees > 12" dia. - 4 credits 0 6 Lavandula x intermedia'grosso' 2 gal. �� drlvewa ° _ ° 8 4a e Y 142'-0 a c►�; L new Tree unit credits provided: ° Drive • 5 new deciduous trees (min. 2" �� ° o E �� ° , caliper @ 6" above ground) = 5 Plant List !�_ a4 °Q 4 _ _° ,- O �� a _ credits- 6 4 , I - 1" = 30'-0" 4-a • - \ �� I ��° d a I Project Year: 2020 Total credits - 9 credits > 8 OK ��- 141.0 \ ° d 153 10 ��alimi� 147.9 �� Issue Date. 4/8/2020 t Lot Size:8276.4 sf 142.0 Number of required street trees 1 per 30' of frontage 135.0 Revisions 56 lineal feet of frontage = 2 (y) �:, j , �' �, Landscaping Area total=566.014= 141.5 existing average height i street trees required `� ` 3,332 sf No. Date Description 2 street trees provided c 6 �© Anacortes max allowed: 35'above average= 141.5'+35'=176.5' 1 Date 1 Revision 1 ° Skyline CCR: 14'above height point=153.9'+ 14'= 167.9' .� LevelO - Landscape PlanProposed. 160.1 3 3" mulch 1" = 20'-0" o planting mix.water and tamp to remove air pockets backfill mix O Level 0 height plan a „ ^ ,,,_,Sc.::: 3" mulch watering basin berm 3 mulch 1° = 20'-0" E w //t Ii I� planting mix.water and - �1 o ' ° watering basin berm • �� pockets tamp to remove air I u Xx /I I I . ./ peel burlap back from top 1/2 160' 2" - - �� , „ watering basin berm v �� •_ fertilizer tablets-2'-6"depth of root ball after placing shrub `� , `� a 1■■■■■■■■I�Pi 1 ' - �� - in planting hole-remove ��I , �� eel burlap back from top1/2 �_ �, p P � fiberglass or treated burlap I zziof root ball after placing shrub I V I completely ■ �� !NM oolol I0 _ Sito Plan - in planting hole-remove 6" 6" o fiberglass or treated burlap 7/ �� - planting pit shall be a minimum of -I I I I completely root ball diameter twice the root ballp width and twice • I I ■ i .1_7E cu the root ball depth , planting pit shall be a minimum of - • 1 twice the root ball width and twice d the root ball depth shrub detail O tree detail ;Oground cover detail south height elevQ3 u 7 1/4" = 1'-0" v0 1/4" = 1'-0" _�� 1/4" = 1'-0" 1" . 20'-0" 4/21/2020 9:56:21 AM EROSION CONTROL NOTES 7 A. A CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL SUPERVIS❑R (ESC) IS REQUIRED. THE ESC SUPERVISOR MUST HAVE ATTENDED A CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N . CONTROL CALSS WITHIN 3—YEARS FROM TODAY'S DATE. MUST PROVIDE CERTIFICATION /�B. THE CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL SUPERVISOR WILL OVERSEE AND I � ` �� 2 ANDBE RMAIN❑NSIBLE FOR ALL T MAINTAINED TO ENSURE EROSION PR❑PERCFUNCTL. THE FACILITIES SHALL TI NING, WRITTEN RECORDS SHALL BE INSPECTED KEP DAILY r — ,/ I i , OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES I '4 i / "\ DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). MONTHLY REVIEWS DURING THE BMP C233:Silt fence as necessary ��/ y°°/ DRY SEASON (MAY 1 TO SEPTEMBER 30), WRITTEN RECORDS SHALL BE TURNED INT❑ THE I BMP C240 temp. for protection of sediment 4"storm and footingdrain pipe �Itr„ PROJECT MANAGER OR INSPECT❑R ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED sediment trap 8'x8' deposition to adjacent areas P P BMP T5.10B Downspout I t ' PROJECT MEETINGS. existing water meters 1 I C. ER❑SI❑N CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS O ii PRIOR TO ANY CONSTRUCTION START, I I existing PSE power � D. THE ER❑SI❑N CONTROL SHALL BE INSPECTED ONCE A DAY AND M❑DIFIED TO MEET THE trans.pad — — — — — — — — _ — _ — �_ — — — U N D E RWOO D SURROUNDING C❑NDITIONS AS NEEDED. 1 :o, -.1 21 O jilt I &ASSOCIATES,«C 1 r E. PROVIDE A SIGN DISPLAYING A 24—HOUR CONTACT NUMBER AND NAME OF THE ESC ds BMP T5.10C 4"perforated I I � -0 I 1005 4th Street SUPERVIS❑R, THE LETTER SIZE SHALL BE A MINIMUM OF 2—INCH LETTERS. THIS SHALL BE / stub out connection to 10 feet4001,4k,14, 1 anacortes, Washington 98221 IN PLACE PRIOR TO CONSTRUCTION START. REMEMBER, THE L❑❑K ❑F THE SIGN WILL BE A I / IO REFLECTI❑N OF THE CONTRACTOR, DEVELOPER AND DEVELOPMENT, in length trench-see detail. I / 0 I ` 360.588.0471 Provide 3"pipe to street. I / W mike underwood,AIA F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTION 7— / u, 07.3), ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY OF H O I ‘..ANAC❑RTES PRI❑R TO THE ACCEPTANCE OF THE PROJECT. BMP C123:Temp.soil J . / ++ www.underwoodarchitecture.com G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING stockpile covering with straw ) — I — OF C❑NSTRUCTI❑N AND MAINTAINED DURING THE DURATI❑N OF THE PROJECT. ADDITI❑NAL I orvisqueenandsiltfence / Garage MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE around sides. :116 ` \ KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS, I I \ New SFR and Garage oa " - ,- ; _ I Temporary soil H. ANY S❑ILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET i BMP C105/107: °4 p stockpile area I I Lot Size: 8276.4 sf SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH construction access ° ° 1 a a I APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC COVERING, ETC.) 0 20'wide d d I \ 9%slope a ° I 0 Proposed Lot Coverage by Building: 2390 sf/ I. TWO (2) WEEKS PRI❑R TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED I d- - — BMP T5.13 post construction °_d AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATI❑N FOR Trench drain strip drain to °- °' 'I soil quality and depth on all Entry, , da ° e -_°d 4 e: 8276.4 sf= 29%< 35% OK! THE WINTER RAINS, DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE prevent sheet discharge from :$ , , disturbed soils ° BEGINNING OF THE WET SEAS❑N, A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE MM drivewaytostreet I d d °d ° d"°` 4 ° p. + 11 Impervios Area - non polluting AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER. THE PROJECT W I '! e - " �' I I Residencesf MANAGER CAN REQUIRE ADDITI❑NAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT I 2,390 PR❑PERTIES OR DRAINAGE FACILITIES, . °.d ° a BMP C101 • Deck 289 sf I ° a = Ids ° Preserve natural vegetation J. PENALTIES FOR AN EROSION CONTROL VIOLATI❑N ARE SUBJECT TO A $300 TO $1,000 FINEEntry Concrete Slab 173 sf UNDER CHAPTER 17,66 — PENALTIES FOR VI❑LATI❑N (AMC). EACH DAY IS C❑NSIDERED Deck I ° a ° = '- _ 0 Total 2,852 sf A DIFFERENT VI❑LATI❑N, existing mailboxes �, °d a 4"slit trench drain and catch basin I I (� REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND SOILS ARE / BMP T5.12:sheet flow dispersion , . ° 1.1k-- BMP C103:high visibility fence I a) ImperviosArea - polluting STABILIZED. �� 1 I ° ; . ` 1 m • Driveway 1,426 sf - Parking666 sf ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. / O. � I ° 4 a ° I Q /O '.� a ; <,4. e a I slope a Total 2,092 sf a ., . _ ; '_a,�_,a p ° BMP T5.13 post construction V THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE / existing stones a a , , ds a ° - , DURING CONSTRUCTION. ad ( soil quality and depth on all Ca / �� - - atr disturbed soils I c Total Hard Surfaces: 4,944 sf ° . . - rive a° . 'da - -. "°d � _ °,� ° way: - I INLET PROTECTION BMP C154 , , ° slope p- - Pervious Area BMP C220 Concrete Washout tub-no \ a i " _ _ - _ - ° • - a e - . ° 1 • Landscaping Area 3,332 sf (41%) Storrnvvater Notes WSDOTdetail1402000 direct discharge to exisng �' a ° y/ Itea- d a _ _- a 0 I 1/4" = 1'-°" ilk ° ° ° - Stormwater Areas dd °� I d - � / / 1 i O Aa _ I cp d 1 CONSTRUCTION SCHEDULE / / r r ! -\ ,O 1, Install BMP C105 Construction Entrance, BMP C233 Silt Fence, BMP C103 High Visibility -- �_ 1 I 9878 Registered Construciton Fence and catch basin sock inserts, O . 1 ARCHITECT 2, Install BMP C154, Concrete Washout Basin. 3, Install BMP C240, Sediment Trap as required. 4. Excavation of foundation. 1 5, Install footings, foundation and utilities. / I Michael G. Underwood 6. Backfill foundation and add additional BMP's to minimize Sediment transfer and erosion. State of Washington 7, Install dispersion trench. Protect infiltration trench from sediment until site is stabilized. 9/22/21 8, Construct home with gutters and connect to dispersion trench, 9. Connect to driveway as soon as concrete pavement is in place. 10. Installation of' BMP T5,13 Post Construciton Soils and landscaping. Permit Set Construction Schedule — Level 0 — Stormwater plan Project name: Pearia Residence 1. Access Road 2. Soil Stabilization 5. Unusual Events Project Address: Construction vehicle access shall be limited to one All exposed soils shall be prevented from moving Any adverse effects of increased runoff (unusual or route, unless otherwise approved by the official. off-site or onto natural or artificial drainage systems large storm events) resulting from land distribution 2007 Bradley I N83°22'43"E(R) 115.08' through suitable application of bmp's, including but activities shall be controlled by appropriate measures _ _ _ A gravel construction road shall be installed which will not limited to sod or other vegetation, plastic as soon as possible. Additional erosion control Drive �, remove as much mud and dirt from the vehicles as covering, mulching, or application of ground base on measures may be necessary where your project is TRAP OUTLET SECTION C-C o r I I O1 possible prior to entering the public roadway. The areas to be paved. located adjacent to a critical area. $, �--�r 4' 1, I effectiveness and efficiency of the removal shall be to Project Year: 2020 I� 120'0"Front Setback I the satisfaction of the official. 3,5` �� OVERFLOW DISCHARGE TO STABILIZED I PROPOSED RESIDENCE Issue Date: 4/8/2020 3�1 SIDE 2"-4" ROCK RIPRAP CONVEYANCE T❑ DRIVEWAY e- ° ti � o i 20' 0° �_ If conditions are such that an insufficient amount of 3. Protection Of Adjacent Properties �. BOTTOM ELEV. 311 SIDE ii ° w O\\\ SLOPE _ "� ° 4 material Is removed from the tires by contact with the Adjacent properties shall be protected from sediment _ nP SLOP cr. cn p p p Revisions FLAT BOTTOM I, 314' I,5` o e- a O a 1 aggregate, the tires shall be washed prior to entering deposition by appropriate use of vegetative buffer ✓ WASHED R❑CK GE❑TEXTILE ' ' o the public right-of-way. If wear from this process shall strips, sediment barriers or filters, dikes, berms, or No. Date Description z `t 'a _ o p p . w be directed to a sedimentation pond or other mulching or by a combination of these measures and TYPICAL_ TRAP CRASS SECTION B-B III \ V appropriate sedimenttra in bm for treatment prior othermulching, appropriate BMP's. SCALE 1"=5' °° . a Deck °. . R, trapping p to release to the public storm water system. \ ° �° 0, The entrance shall be maintained in a condition that r MIN. DEPTH ; 'o - , drly .'a' ° "° da shall prevent the or flow of mud onto the public 4. Maintenance .._ ❑VERfL❑W — III- ewa" _ .,d d_:, . - , racking nee�� SPILLWAY , ; 4 * right-of-way. Periodic maintenance of the entrance, Fii 2'-4' RUCK i,i,' 9 — including the removal and replacement of aggregate, All erosion and sedimentation control methods shall be 74�I prOPed17 ine - a .. - _ ' - 1 I and cleaning and/or repair of sediment trapping devices maintained and regularly inspected by the permit a�a"-Is" d applicant in order to ensure continued performance GEOTEXTILE = = — ^ ° ° shall be performed as conditions dictate or as directed WASHED R❑CK a _ ad I by the official. during the like of the construction. (Note: without proper maintenance, city/ county building inspectors CRAP 10 OUTLET SECTION C-C N8?°p1 ass„t,, , \ may suspend all authorized work on your project until () 127 Sediment tracked onto the public roadways shall be corrective measures are completed.) Stormwater cleaned on at least a daily basis. o plan trench detail Level 0 — Lot Coverage Diagram = TES( Notes 2 „ _ , „ A101 6 14" - 1'- " 4 1" — 2 '_ " 1/4 — 1 -0 3 / — 0 — 0 0 u 5/14/2020 12:23:32 PM 71'-0" `--- 21' 9112" 24' 8" 24' 6112" r.-� 1 r (`a' ( 1 �\ 0,1 i 4 ) a a a - _-1 ,, 1 . ) HDU2 \- HDU2 , ' HDU2 tow=level 1 tow 1 HDU2 tow=level 1 tow I ° _ I I a a ° C tow=level 2+Oft 2x6 stud wall w/studs at 16 inches on center, _ ' , yy R21 insulation at core,with continuous wall 6 I I _ 6 1 : I I l illi: lf sheathing at exterior. "house wrap"moisture A110 I I A102 6 4: 1I I I 12 barrier and siding per elevations. I I A102 I 'II - Al 1,(: 1 U N D E R W D D D 314"T&G plywood glue&nail to I .7. I 4"Slab on Grade a I I I &ASSOCIATES,LLC supporting members s1' M I °� I tow=level 1 I �� =II '' =� m° ° Manufacturered I-joist-(see plan for I I I 4"Slab on Grade 1 1005 4th Street direction),R30 insulation E 518"X10"anchor bolts,embedded 7"into concrete,at 4'-0"o.c. °" I control joint-see 2/A110 3 =level 1 1 I ° I I 12 1 1 anacortes, Washington 98221 and set between 31/2"AND 12"from board ends with 3"X 3"X I A110 4"Slab on Grade A110 I I R110° 1 n 360.588.0471 it . 1711 I -_ I �, mike underwood,AIA 1/4"thick washers.Min.(2)A.B.'S per board [R403.1.6.1]Use HDu2 N galvanized washers or provide an isolator gasket between 3 1 I '_ HDU4 washer and sill plate. , ' I HDU2 HDU4 I o www.underwoodarchitecture.com At Shear Wall Panels provide anchor bolts at 24 o.c. zi- p N _ HDU2 control joint-see 21A110 I 1 Foundation Plan Notes: simpson A35 clip at each joist � #4 bar cont.at top grade �� `' —1 - 7 7 I a_ I I I I I 1 1. Coordinate w/ mechanical and — L _ Alk I I 18"deep thickened 1 ,._ I*— R10 Rigid insulation a a � °a ° �. °) electrical for locations and sizes of -4 a a d _ m slabI k- Al0a d a foundation / b oc outs. � slabgrade beam - , I wall where occurs , , o I e ';,,, -1 1 I I 1 ' control joint-see 2/A110 HDu21 ° a . d - 1 1 2. Fasteners: metal elements 1 1 I I I— 2'-0" a j tow=level 1 tow I a ° _ a ° including, connectors, must use hot- 30"square x 12"high I I d a — J I I a dipped galvanized metal when in �1 a ?', footinge 1 tow=level 1 pp ►1 �. . r I m ° a contact with ACZA pressure treated 2.4 — 4"Slab on Grade h I — d — ° a 1 materials. [r319.3] - see 37/sp1 HDU4 30"square x 12"high I� tOW=level 2'° 'a° ° " . I footing I M N I R10 Rigid insulation M HDu21 _ - _ J HDU2 3. Trusses: all concentrated loads . '. 1 ti L i HDU2 I I r�.� from roof trusses must be ° a � a M - - , ,, I a I control joint-see 21A110 1 / 1 \ •I I .� ° _ _ _ - : _ —► a transferred to the foundation with a ►� 4 E :1,_ I A110 I I I —I T built-up post and footing as required. 2) n` ; ''` , >1 6 Ia I HDU4 HDU4 s °d.a A110 I 3 I I 13' o" N / 1 Verify locations with truss engineer. ° A110 I a, 9 / 5� 9 - - _ EN - I ° `� ► ° 1 tow=level 1 a ; I A11� 11� A110 �+�-4—� 12"wide drain rock u° a I 30"square x 12"high #5'S @ 12 o.c.each way _ - _ I fOotinrg - HDU5 -I-• - I 414111/ .� a _] o 2 314" taw level 1 tow - ,' -,' a I 7HDU2 HDU2 t -level 1I I I 8"concrete foundation wall ► I - ' HDU4 ow- ° d - I L — — — —� i—J_ HDU5 a HDU2 ddaL { 2 coats of asphalt I \ . ' .. ° : �a- I,'" 1 ; = • : a . -°. - ° a ' ' 1 112"clr t where fill against '~,: L a°`` wall is less than 5-0 high-place emulsion brush or sprayL L _ r— z- :,1 applied per manufactures 7'-8 3/4" I ,- I (-3- 3 - I I reinf.@ wall centerline - ---:- •- _ ;R,= recommendations A110 Al0 . / 6 I - I I ~j A110 I HDU8 I I 8 �� I -.'� tow-level 1 . ' _<1 10'-6" y-1 1/2' 11'-4" 6'-6112" I Y I A110 ,,a- #5 dowel w/std hook @ '1 N I '_ I I I I 12 - a 9878 12 o.c. lap 2 6 1 I Registered 6 I I 4"Slab on Grade HDU2 I I - A110 ARC TECT 15#building paper or vapor barrier • • A110 I �� I I J4 I I tow level 1 tow slab per plan controljoint see 21A110 1 �' I I I Michael G. Underwood , ` 1 4"rigid perf.footing drain,with 12"min.of I I I I I I 1 State of Washington o'er a a ;1 drain rock cover.tie to storm sewer I °I I 9/22/21 - d , 1 I 1 \ I �� HDU8 I I R10 Rigid insulation 1 #5's @ 12"o.c.(horiz) _ . a _ d . ° a.d°- , o ' _ HDU2 ° I I 1 1 Permit Set may a._d o I I tow=level 1 tow 14j,(4)#5 cont. —s. a• - ° 4 • HDU8 M• o- II 1 Project name: • • firm,undisturbed earth 1 1 o 1 Pearia Residence 3'-6" 5' 7" 7'-6" 3'-0" 27'-0" 6'-5112" 24'-6112" / i . i / Al Level1 - FoundatiohPIan N & S RetainingWalls1 � . I Project Address: 6 3/4" = 1'-0" 1/4" = 1'-0" L J (D.8, 2007 Bradley HDU2-SDS2.4 6-SDS 1/4 x 21/2"screws,5/8"bolt,3"min wood thickness,[3075#] Drive HDU2-SDS2.5 6-SDS 1/4 x 21/2"screws,3"min wood thickness,SB518x24 bolt, 18"embed.[3075#] HDU4-SDS2.5 10-SDS 1/4 x 21/2"screws,3"min wood thickness,SB518x24 bolt, 18"embed.[4565#] HDU5-SDS2.5 14-SDS 1/4 x 21/2"screws,3"min wood thickness,SB518x24 bolt, 18"embed.[5645#] Project Year: 2020 HDU8-SDS2.5 20-SDS 1/4 x 21/2"screws,3.5"min wood thickness,PAB7-18 bolt, 15"embed.[6970#] Issue Date: 4/8/2020 HDU11-SDS2.5 30-SDS 1/4 x 21/2"screws,5.5"min wood thickness,PAB8-18 bolt, 15"embed.[9535#] HDU14-SDS2.5 36-SDS 1/4 x 21/2"screws,4x6 min wood thickness, PAB8-18 bolt, 15"embed.[10,770#] HDU14-SDS2.5(6X6) 36-SDS 1/4 x 21/2"screws,6x6 min wood thickness,PAB8-24 bolt,21"embed.[14,445#] Revisions MST37 14-16d's-double stud to double stud[2465#] No. Date Description CJ MST48 32-16d's-double stud to double stud[3960#] 4 MST60 40-16d's-double stud to double stud[6235#] 5 CCI o ST6224 28-16d's-double stud above[2540#] 3 t Holdown Schedule ,.., 1/4" = 1'-0" Ei a, Level 1 7 CJ Foundation CJ Pl an v 3 Al 02 c.i 4/21/2020 9:56:23 AM i Floor Plan Notes: A. All dimensions are to face of framing or foundation (U.N.O.) Wall Legend � B. See foundation plan for additional framing notes. ` �� C. See sheet A001 for general architectural notes I 2x6 Wall F E D C r.i'r�/ r, ri D. See "Lateral Plans" for lateral information and engineering details r '� 7, ( 1) E. Smoke alarms/detectors shall be installed in all sleeping rooms, the area ll\'\\ \� '\''\1 2x4 Wall A301a �.�-'1%AP [ � _;l outside the sleeping rooms and in other locations per IRC section R314. •� Electrical power and interconnection per code smoke Detector: sD _. -".� Concrete Wall s i� `�" 4 r F. Carbon Monoxide Detectors shall be located outside of all sleeping rooms and 12'-01/2" 2'-4" 2'-31/2" 5'-51/2" on each level. WaII Legend ' 'a. Carbon Monoxide Detector: cD Li N . b. Combo Smoke/ CM Detector: s_r_: 1/4" = 1'-0" ° " ° a " a a A - a if il 4- d. G. Emergency escape and rescue openings shall be installed in every sleeping _ ° - room below the 4th story per 2015 IRC R310 = linen U N D E R W D D D a. Min. 5.7 SF net clr openable area -;1_-- built-in &ASSOCIATES,LLC b. Min. 24" Net clr openable height c. Min. 20" Net clr openable width o d. Max. 44" finished sill height o M <4 A700 o anacort 1005 s, washingtonr 98221 e. Openable w/o keys or special tools BB 3 om 2 - H. Safety Glazing required per IRC R308.4 M - ,0 E - 360.588.0471 M �� Flex Space mike underwood,AIA I. Walls and soffits of enclosed spaces under stairs shall be protected on the enclosed side with a minimum of 1/2" gypsum board as required by IRC R302.7 0 Bathroom A�oo�> M co www.underwoodarchitecture.com J. Mechanical systems shall be design-build. o -. K. Local Exhaust Fans: o a. Baths 50 cfm 1 0 b. Kitch hood 80 cfm zo 4'-6" ,w7I \ o- c. laundry100 cfm 0 ° 0 �.. L. Per Washington State Energy Code, Residential for Medium Residence, 3.5 - " _ 0 D4 Credits are required. • • I M. Allinteriorwalls2x4 @ 16" o.c. studs unless noted otherwise (u.n.o ) -- a -4 �M sD / o N. All Exterior walls are 2x6 @ 16" o.c. studs unless noted otherwise - a 0 a M _ � / SD 0. Provide backing in all bathrooms for towel bars, toilet dispensers, medicine = a.= - J4 (D4) Provide insulation around all private and loud rooms ( bathrooms, bedrooms, o c- " �� - laundry, etc.) =o a \ / 9 1 1 1 1 -r--;-= - - �r== 1 = I °, ( 1,2) - I I I I 1 III I I I I I I I I II = I I I I II � " _ � U II iI Ii II iI u - Ii II u I ° 2 0 / �� ' II II II II II= II II II I A300 11 u u u ; u u u 11 II Floor Plan Notes a _ r-�== e � 2.4 Q d 1/4" = 1'-0" -" 1 • (D2) a, _ ,,,. \ / O "Q ° co cn So �° eo l N` IN Door Schedule = ' Game Room Type Mark Width Height Count Hardware Comments a >- - - 4 - D1 6' - 0" 7' - 0" 1 --- �. D2 3' - 0" 6' - 8" 8 threshold and weatherstrip D3 2' - 8" 6' - 8" 2 D4 2' - 8" 6' - 8" 6 threshold and weatherstrip I g -• .° D5 10' - 0" 7' - 0" 1 3040 I I 3040 10" 3-0 41/2" ,3'-0" CD i. : N D6 16 - 0 6 - 8 1 ' �' D7 7' - 0" 2 10'-6 N D9 2' E 0" 6' - 8" 1 444 9878 Registered D10 0" 6' - 8" 2 0" 6' - 8" 2 - D12 2' - 0" 6' - 8" 1 o Mir :ha&Gndoofr ". N Storage State of Washington Grand total: 27 c? UNFINISHED to , 9/22/21 io N 2 3 A301 I Permit Set Window Schedule - - ° ° Type a ,8 '` _ . m 4 Project name: yp Mark Width Height Count Comments Family and Type Pearia Residence , , . . 2016 2' - 0" 1' - 6" 7 relite: 2016 3'-0" 4 / 2050 2' - 0" 5' - 0" 4 relite: 2050 2640 2' - 6" 4' - 0" 3 relite: Casement Window 2640 , 10' 6" • 27'-0" • Project Address: 3020 3' - 0" 2' - 0" 4 relite: 3020 3040 3' - 0" 4' - 0" 8 relite: Casement Window 36x48 2 2007 Bradley 4020 4' - 0" 2' - 0" 4 relite: 4020 4040 4' - 0" 4' - 0" 1 relite: 4840 Drive Grand total: 31 31 Level I - Floor Plan (D.8 11 ��' 1/4" = 1'-0" Project Year: 2020 Issue Date: 4/8/2020 Revisions No. Date Description u rd 0 0 3 wall covering g o 7.1 i stud wall E� double sill plate ' A 314 x 5"base ml cu 112 x 314 shoe mi r wood flooring„�„�: ►� Level 1 Floor ° ►II F�/Y� . INIIIIIIMI z3\ Plan A100 1.5"concrete topping .,.-. 7, 2 Typical Baseboard 3 Al 03 u 4/21/2020 9:56:23 AM 2 , 1 A300 \ ` E A301 D C A ,,. .... Floor Plan Notes: 71' o° '( r • A. All dimensions are to face of framing or foundation (U.N.O.) „ (.4 , (. I 11 -4 6-0 7'-0" 24-6112 , �1)„® � � —�j B. See foundation plan for additional framing notes. C. See sheet A001 for general architectural notes ;l '` . ii D. See "Lateral Plans" for lateral information and engineering details 24'-1„ E. Smoke alarms/ detectors shall be installed in all sleeping rooms, the area ' outside the sleeping rooms and in other locations per IRC section R314. 2640 3040 3040 3020 Electrical power and interconnection per code smoke Detector: sD . . . - _ . upper cabinets it Lva - , - \ , _ F. Carbon Monoxide Detectors shall be located outside of all sleeping rooms and � _ ei.;�'r'®® - Oven = o = N 1 on each level. to ,c3 } - shelving/work bench ®® * r corner , c' I a. Carbon Monoxide Detector: cD N N \ 36"Gas Cook op wall oven with pantry U N D E R W D D b. Combo Smoke/ CM Detector: cs5 \ \ microwave (D4) 1 &ASSOCIATES,LLC G. Emergency escape and rescue openings shall be installed in every sleeping o <4 A700 2> shelf above 7 1 room below the 4th story per 2015 IRC R310 \3\ Kitchen L N J '44414 1005 4th Street a. Min. 5.7 SF net clr openable area o •o • — T — T tall Office Bathroom Laundry ' anacortes, washington 98221 b. Min. 24" Net clr openable height M 7 ° M 360.588.0471 c. Min. 20" Net clr openable width \ H A700 6> 1 mike underwood,AIA d. Max. 44" finished sill height "' `' e. Openable w/o keys or special tools __1/4 3 6 x8 6 Island o— • SD www.underwoodarchitecture.com H. Safety Glazing required per IRC R308.4 to o tall I. Walls and soffits of enclosed spaces under stairs shall beprotected on the N N / 3'-11° s' 4112° 4' 7112° _ % H p (D o� \ Gar , enclosed side with a minimum of 1/2" gypsum board as required by IRC R302.7 _ / cil 2 = / \ ' \ 1 C! I o J. Mechanical systems shall be design-build. - �I ' N K. Local Exhaust Fans: -,, — — — D4 D D2 2 a. Baths 50 cfm I b. Kitch hood 80 cfm 1 c. laundry 100 cfm CD\ ' o / \ / \ L. Per Washington State Energy Code, Residential for Medium Residence, 3.5 2' 6, o Dining N \ Credits are required. o \jr M. All interior walls 2x4 @ 16" o.c. studs unless noted otherwise (u.n.o.) N. All Exterior walls are 2x6 @ 16" o.c. studs unless noted otherwise a a iDN ' L_ 0. Provide backing in all bathrooms for towel bars, toilet dispensers, medicine Provide insulation around all private and loud rooms ( bathrooms, bedrooms, 2.4 laundry, etc.) o ,-2050 2050 2050 2050 - 2016 2016 ' 2016 a a 2016 < E, o _ 11'-103/4" 2'-0" 3„ 2'-0„ _3" 2'-0 3„ 2'-0" �. CV 4 a Cc') Ent a a - e N 4' 0". 16-0" 5'-0" 1 . as Floor Plan Notes _) b 1 ' 6112" °° 25'-0„ �_ 1/4" = 1'-0" a A700 757 i / Qa a <I:_>- o SD \ a a P I 4 4 a a - a 4 Wall Legend ' (D2 = - 9 7 6 4 8 2 2112 4 0" coat closet ° , a� 2x6 Wall 0 a gas fireplace �‘ rod&shelf a a a TL '(D2 _ D3 • rod&shelf \ 1� \7 2x4 Wall �' /nl = lower built ins ;— —1 -, \ '" / -, ` ` Concrete Wall 7'-6" ` V'Vall Legend Maste Closet 9878 Registered 1/4" - 1'-0" Master Bedroom x____j �� ' 1 ARC TECT sDN : \ Michael G. Underwood o D5 �% (D2 -�� (D2 �— —� o State of Washington 3 9/22/21 a? 1 \ / / 17 --g) 7 A ti kli IC I N L „ ` Permit Set Master Bathroom �' I A700 .I N Lay T Lav\?/ _ 7 \ 1 N shower Project name: co _ (D9��•• 6'6°X4'6'�� Pearia Residence high windows _ 7 = linen - - - - - 4 3020 3020 3020 1 I shower controls 6'-91/2" 2'-11" 6-61/2" / / / 30'-0" Project Address: Level 2 Floor Plan 1,755 SF(Conditioned) 1 520 SF(Garage) 1 301 SF(Deck) 2007 Bradley Drive1/4" = 1'-0" (D.8) Project Year: 2020 Issue Date: 4/8/2020 Door Schedule Window Schedule Revisions Type Mark Width Height Count Hardware Comments Type No. Date Description Mark Width Height Count Comments Family and Type D1 6' - 0" 7' - 0" 1 o D2 3' - 0" 6' - 8" 8 threshold and weatherstrip 2016 2' - 0" 1' - 6" 7 relite: 2016 D3 2' - 8" 6' - 8" 2 �, 2050 2' - 0" 5' - 0" 4 relite: 2050 D4 2' - 8" 6' - 8" 6 threshold and weatherstrip 2640 2' - 6" 4' - 0" 3 relite: Casement Window 2640 - D5 10' - 0" 7' - 0" 1 3020 3' - 0" 2' - 0" 4 relite: 3020 D6 16' - 0" 6' - 8" 1 3040 3' - 0" 4' - 0" 8 relite: Casement Window 36x48 2 '' D7 7' - 0" 2 4020 4' - 0" 2' - 0" 4 relite: 4020 D9 2' - 0" 6' - 8" 1 nl 4040 4' - 0" 4' - 0" 1 relite: 4840 D10 5' - 0" 6' - 8" 2 Grand total: 31 31 cu D11 4' - 0" 6' - 8" 2 Level 2 Floor z3\ D12 2' - 0" 6' - 8" 1 o Grand total: 27 A100 Plan N 3 Al 04 cu 4/21/2020 9:56:25 AM _-.. ti (2)2x �r�_ nail together w116d @ 8"o.c. E D C ( A r r.1,, r.( r 1 to rr %r HDU per plan iiiiiII 21'-0" SW1 28'-0" SW1 11 III 7 solid blocking " Nii, MST48 = - - — _ HDU2 HDU2 1 HDU2 % - UNDERWDDD threaded rod &ASSOCIATES,LLC 1005 4th Street F- — II! M anacortes, washington 98221 I - 360.588.0471 C vi M mike underwood,AIA HDU per plan(same _ as above) j — F www.underwoodarchitecture.com 1 (2)2x MST48 ' f HDU2 nail together w116d @ 8"o.c. � � = HDU2 N HoIdown Wall to Wall MSTC66B3 HDU2 to both E\ 1" = 1'-0" —\N sides of 3.5 10'-8112" floor beam / SW3 2'-6" n SW2 HDU2 8d Nail At 1211 O.c. On All o mi i Framing `) 1membersNotAtPanelEdges i- "' — — — — — — — — 2.4 A A 16d Nail At24" O.c. — HDU2 HDU2 / Gypsum Wall Board Installed In _ \ Yp / accordance With Chapter 7 ` HDU4 HDU4 I ri 1.m 5'-0" I!! SW4 SW4 �\ Wood Structural Panel Installed In HDU5 — NNN accordance With Table 602.3(1) <9 6' 6112° SW7 N � / 8d Nail At 6" O.c. (all Panel MST48 ,. /t Edges) `� o MST48 HDU2 ' HDU5 Table R602. 10.5 Shear Detail - - _.,rep � �' HDU2 �� - 3 Outside Corner Detail � � �x 7�� 7�� 3 ST6224 both sides 5'-31/2" 1" = 1'-0° wall above to flush beams SW6 9878 Registered 3'-81/2" v ARCHITEC SW5 ST6224 Michael G. Underwood "/�\/ HDU2 State of Washington 1 M �r-�-� �--/ - � -� (2)2x b Cl) 9/22/21 °411 strap per plan 7, Permit Set 7, m — \ O r acacacacac «<q q«c«c<acacacacacacac«c«c«ct< �ca�acacacacacac«c«c«c«c«c:ccc��cccccc '� HDU2 Project name: 0 . ST6224 both sides i it) `� solid blocking ► `0 U) \ �� wall above to flush beam ST6224 - P e a n a Residence M ■ o . [71 HDU2 C I 19-5112 Project Address: (2)2x SW8 . jr 3' 0" 2007 Bradley � Drive Strap at Wall to Wall Level 2 Lateral Plan o 4 1" = 1'-0" 1 1/4" = 1'-0" —/ Project Year: 2020 HDU2-SDS2.4 6-SDS 1/4 x 21/2"screws,5/8"bolt,3"min wood thickness,[3075#] Issue Date: 4/8/2020 HDU2-SDS2.5 6-SDS 1/4 x 21/2"screws,3"min wood thickness,SB5/8x24 bolt, 18"embed.[3075#] o HDU4-SDS2.5 10-SDS 1/4 x 21/2"screws,3"min wood thickness,SB5/8x24 bolt, 18"embed.[4565#] Revisions 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 21/2"screws,3.5"min wood thickness,PAB7-18 bolt, 15"embed.[6970#] No. Date Description CJ HDU11-SDS2.5 30-SDS 1/4 x 21/2"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 21/2"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] 4 CJ 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] m o D 7/16"shtg-use 8d's at 3"edges-12"field,blocked edges[310 plf] 3 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 plf] 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] o 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] o t H 7/16"shtg-BOTH SIDES-use 8d's at 2"edges-12"field,blocked edges,3x studs at edges [790 plf] v x 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] Ei Holdown Schedule Shearwall legend .„ 1/4" — 1'-0" 1/4" = 1'-0" a — LevelCJ a Lateral Plan 4 3 Al 05 c.i 4/21/2020 9:56:25 AM _I — -- — --- u.. F IE D C r, i �In m (2)2x6 studs ,4/),IP r screws,nails or bolts "° 46'-51/2" sw17 ' .,t ; t ti per holdown —I 7. , n / 1!eil , ' `� ■_ Simpson ks ili requirements �_ /cA\ holdown per > P: ^,�pg-0rp plans"" I N N s 1 S tilo if il • UNDERWOOD d' - ° ° � a c U &A55�CIATES,LLC � a M � co /\r HDU2 HDU2 _ — 1005 4th Street A.B. with 7" at contractors option-drill and anacortes, washington 98221 embedment min. use SET epoxy. Set a.b.'s per manuf. 360.588.0471 installation requirements — E - = mike underwood,AIA — = ) I' - Holdown Detail ^ www.underwoodarchitecture.com ( LJ HDU2 HDU4 <1 N N ,, - F HDU2 M 0 HDU4 ' — G �� •— •1 2 G I G 1 4'-6" I 4'-7" i i / T sw18 - --i — sw18 t .-i_ _ �7______J I _ , iii- i 2.4 o , © T HDU4 IL r 1 /cw\ 13'-8" HDU2 / sw19 M N 1 ‹.) — c co -4- 3 C HDU4 HDU2 HDU2 A\ M 12'-5" Sw20 9878 Registered HDU8 ARCHITECT Michael G. Underwood State of Washington N 9/22/21 U Permit Set HDU8 Project name: © Pearia Residence cn 4 HDU8 4 /cw 30'-0" Project Address: sw21 2007 Bradley Drive Level 1 Lateral Plan D.8 Project Year: 2020 ci--- ) 1/4" = 1-0" Issue Date: 4/8/2020 t Revisions No. Date Description .� HDU2-SDS2.4 6-SDS 1/4 x 21/2"screws,5/8"bolt,3"min wood thickness,[3075#] 4 HDU2-SDS2.5 6-SDS 1/4 x 21/2"screws,3"min wood thickness,SB5/8x24 bolt, 18"embed.[3075#] s .m HDU4-SDS2.5 10-SDS 1/4 x 21/2"screws,3"min wood thickness,SB5/8x24 bolt, 18"embed.[4565#] 3 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 21/2"screws,3.5"min wood thickness,PAB7-18 bolt, 15"embed.[6970#] -6 HDU11-SDS2.5 30-SDS 1/4 x 21/2"screws,5.5"min wood thickness,PAB8-18 bolt, 15"embed.[9535#] 6 HDU14-SDS2.5 36-SDS 1/4 x 21/2"screws,4x6 min wood thickness, PAB8-18 bolt, 15"embed.[10,770#] A 1/2 or 5/8"GWB-use 6d coolers at 7"oc [50 plf] x HDU14-SDS2.5(6X6) 36-SDS 1/4 x 21/2"screws,6x6 min wood thickness, PAB8-24 bolt,21"embed.[14,445#] B 7116"shtg use 8d's at 6"edges 12"field,blocked edges[155 plf] E C 7/16"shtg-use 8d's at 4"edges-12"field,blocked edges[230 plf] �I MST37 14-16d's-double stud to double stud[2465#] D 7/16"shtg use 8d's at 3"edges 12"field,blocked edges[310 plf] MST48 32-16d's-double stud to double stud[3960#] E 7/16"shtg-use 8d's at 2"edges-12"field,blocked edges,3x studs at edges[395 plf] MST60 40-16d's double stud to double stud[6235#] F 7/16"shtg-BOTH SIDES-use 8d's at 4"edges-12"field,blocked edges,3x studs at edges [460 plf] p G 7/16"shtg-BOTH SIDES-use 8d's at 3"edges-12"field,blocked edges,3x studs at edges[620 plf] ST6224 28 16d's double stud above[2540#] H 7/16"shtg-BOTH SIDES-use 8d's at 2"edges-12"field,blocked edges,3x studs at edges [790 plf] Level 1 ``� J 19/32"shtg-BOTH SIDES-use 8d's at 2"edges-12"field,blocked edges,3x studs at edges [950 plf] a Lateral Plan ,-, Holdown Schedule Shearwall legend ¢ 1/4" = 1'-0" 1/4" = 1'-0" v 3 Al 06 4/21/2020 9:56:26 AM Ibil 1 1/2"wood rail - ' tio, is 1 2x blocking 1 112" " pill --.."\v,—..,/,-.— 2x supporting wall � " ._= .'" siding per elevations I �� 1 �� 1%AP l -mar •• sham oo niche f 314 T&G plywood glue&nail . p `I r to supporting members horizontal metal flashing w/drip edge • Manufacturered I-joist see plan(see plan for provide web filler each side of joist for . film sr n�q *1, silLIII*1111 - a®IIIII IIIII 2x12 p.t.deck Joists @ 16 o.c. < DTT2Z nailing connection i:r naaQd at s•max. direction), R19 sound insulation(optional)— I inn center to IoFst '� r•;! ' I ,•"• , gp�a+olrtu55�s 1 1 l , StSSSSSSSSss SSS SSSSSSSSSSSSSSSSSSRSRSRSSC COMIt1UPU$Rlil$111I11] 1 3/4"x 12 stringers 1 118" _ liFim_A. Al i _ ,_ , ,,,,, .,Ja not shov�I�ly.trd.314"ply.risers typ. g .. - - - = U N D E R W D D D A108 i ••,� &ASSOCIATES,![C i III 101/2"min.tread depth; r 1� N simpson or equal hangers at 48 o.c. I : tI 1005 4th Street �` �� 314,7 "min. nosing 1 114"max. Fiaor Kist -t Deck Urn A I'� anacortes, Washington 98221 1\. i AI2x12 p.t.ledger w/(2)5/8"dia.galv.lag bolts ( ll 2� s Jed l.:I', 360.588.0471 5/8"El g.w.b.type x @ 12 o.c.staggered set into rim joist with " e�' LU210z joist hangers and plate washer 11 . mike underwood,AIA II 112"hardi-backer board wl standoffs between ledger and sheathing Redguard waterproofing on Ii ® wall where occurs 1111 walls and shower pan N. :;' www.underwoodarchitecture.com slope shower pan to drain . I finish the — D D « _ ___ 5vStair etoiI Deck Led er etoiI Typ. Deck Connection � : 1" = 1'-0" I 1" = 1'-0" 6 1" = 1'-0" a:♦ - d, 0 - 11 3/4"T&G plywood-glue&nail R19 sound insulation - ° ° 1/2"g.w.b. / to supporting members exterior wall at upper level ° - - R-21 insulation a�� I II 3/4"t&g plywd-glue and nail to supporting members / °;:: 16d @ 6"o.c. - • first thbeecoi blocking @ 3CeSo.c. 8d - '■: ..4611 Joists per framing plans s n showerdetail -�� I�l=l.I I.I.I Ohl hl> . ...- d _ . i ��H� �' � I 1=�b continuous sheathing-nail sheathing Illiii r — — 2 4 - 1 - perstructural specifications4 I 3/ " = ' 0" j A108 i 1 . I „ 1.25x11.875 solid rim board ;III 41jtlIjt. R-19 sound insulation optional between vertical I I I I I I ILI4W�WiWiWM N I spaces optional r-30 above non heated spaces I — angle as required per structural specifications �/ 00 - co - I 1 i BCI 14"60001.8 Series I-Joists at 16"o.c. Q dbl top plate dIII 5/8"g.w.b.-orange peel finish I 00 RimJoist Detail l T 7 4 _ 2x stud col. _ �, III 9878Registered fb :4633# ��a �.\ \ �` (2)HDU2'sto ARCHITECT !I■ l ? I I wall above • �� - bearing wall _ _ I Michael G. Underwood XIrk 1 X 1 314"x12 stringers w11 118"ply. = �` State of Washington L, M "' trd.&3/4"ply.risers-typ. - — ' 9/22/21 stair opening \ N fb2:4633# 6x6 post at = . m f ■ 2,4 I - III fbi:7 x 14 VL(fiush) / wall end I a Permit et 2x stud COI. JIL J L JI IL JAIL JAIL _I L JI IL _ill_ Jf lL JIL JIL I L J L J L �� rz I— I. 5 cN1 r r r r r r Ir �I r r r r r r r J fbl:6428# fbl:6428# I A108 Project name: 0 I Pearia Residence I H H H N II w I I I I I I Ci 1 - BCI 14"60001.8 Series I-Joists at 16"o.c. ► J ci N—_ I I O 3 A111 `� I I N N u I Project Address: ci_ I Floor framing notes: I 6x4 p.t.df#1 post Layout shown here is for schematic design only. Manufacturer shall provide andCV 2007 Bradley I 2x stud col.I fb5:4486# fb5:•4486# I Ar against concrete wall submit engineered design to the building department for approval prior to - -4=54x8 d.f.#2 hdr. 4x8 d.f.#2 hdr bearing wall Drive r L J L J L J L JIL J L J- fabrication and installation. 3 Q I 1 r l dr III Ir r �l l Ir -, r J o fb5:3.5x14 VL flush beam r �- r r r 30 J All joist to joist and joist to beam connectors to be designed by truss rb1 3,707# ^ \ I . manufacturer. Project Year: 2020 `�' - — °° Floor sheathing: Issue Date: 4/8/2020 J 1. Use 3/4" cdx or OSB Sturdi-floor T&G, glue and nail w/ ring shank 8d's at 6" at I simpson ITS2.56111.88 hangers- -I typ.at 6000 series I-joists edges and 12" in the field. Face grain perpendicular to supports. Revisions x Irk NLl , 2. Provide sold blocking in the joist cavity beneath all post locations and betweenLri No. Date Description Y C , _J - :=:,- -,,, upper and lower studs at floor to floor holdown locations. V , X -,1-rd ro o X 3. Provide blocking between i-joists at interior bearing locations where there is a J `V i1' BCI 14"60001.8 Series I-Joists at 16"o.c. sn 3 M J "' ° load bearing wall above. I \ \I I1_1\I i ] area of sunken shower �' 1 I ` - 1 I 4. Provide timberstrand rims where floor joists bear at exterior walls. \ OR....VIM Products Level Entry E rbl3,707# \ \ \I\ Shower System Kit 5. Connections: Simpson Company or eq. �I M I \ \ \ \ \, ask client _ \ \ \ Fasteners: ji—r— 1uu u�u�� o> f�l1 I I 0 Metal elements, including connectors, must use hot-dipped galvanized metal 4cn when in contact with ACZA pressure treated materials. [r319.3] - see 37/sp1 16' 6112" � Level 2 Floor o A108 Framing Main Floor Overh rig �/ 1 Level 2 - Floor Framing Plan .� ' 1/4" = 1'-0" 3 (D.8 Al 08 Ci 4/21/2020 9:56:27 AM c A - - ti 35'-0" `� - 1 --- -- -- 1' 5112" 1' 0" / r r ' r i / r 'Ir:-...:. \''t (.7,- _ _ Roof Framing Notes: , . 1 -' 7 1. Layout shown here is for schematic l ' 4x8 d.f.#2 hdr = 4x8 d.f.#2 hdr 4x8 d.f.#2 hdr - design only. Roof Diaphragm Sheeting: r�,� P �4 = I 9. 5/8" OSB sheathing nailed with 8d's At ,� / 1 2. Manufacturer shall provide and submit 6" o.c. at supported edges and 8d's at 10" `- — engineered design to the building o.c. at intermediate framing members. if d department for approval prior to fabrication (unblocked). Face grain perpendicular to ;;i o v ---/, - and installation. Supports. Use metal "h" clips at U N D E RWDD D �, N _ M M unsupported edges. Owner option to use &AsSoclATEs.LLC �, N �, 3. Provide 2x overfill as required & designed q g 5/8" T & G plywood with no "h" clips. by truss engineer. 1005 4th Street .Q o / 1 \ 10. Provide diaphragm edge nailing above anacortes, washington 98221 ZN s 4. All truss to truss and truss to beam all exterior walls, interior shear walls, hipg 588. N connectors to be designed by truss engineer. and valley locations. mike Underwood,AIA 7 ci 1 0 5. Typical roof pitch = 6:12 Pitch 11. Overlay framed areas shall be built �♦ — - ' o. I N upon framing with sheathing already www.underwoodarchitecture.com —_ � --I 1 _ _ — 6. Typical truss spacing = 2'-0" O.c. attached. • 11.875"BCI 6000 rafters at 24"O.C. 107. Typical truss tails u.n.o. = See Roof 12. Provide solid blocking between the Framing Plan. bearings of every rafter or truss and a Simpson H2.5 Clip st every member. Upper Roof Ventilation 8. Underlayment: For metal roof slopes of 2:12 to 4:12, 13. Provide a built-up or solid wood Required:484.5 s.f. / 300 = 0.81 s.f. underlayment shall be two layers. Apply a column beneath the bearings of all girder (50% at Ridge and 50% at eaves 1'-5" 19 inch strip of felt parallel to and starting at truss, roof beams, and floor beams. I the eaves. Starting at the eave, apply a 36 Provide at Ridge: 26 I.f. ridge vent co ~" El r — — ince wide sheet of underlayment, at .09 s.f./I.f. = 2.34 s.f. > 0.81 s.f. Gh1:3,820# Gh1:3,820# Y 14. Align stud wall framing with supported See Upper Roof Framing Plan U overlapping successive sheets 19 inches trusses, rafters, and joists unless noted ok! M N M and fastened sufficiently to hold in place. otherwise. �, X gh1:5.25 x 11.875 VL(hdr) Provide at eave: 26 blocks with (3) N- L 7 Lrib. N 2" dia. screened holes at .06 S.f. Y o each = 1.56 s.f. > 0.81 s.f. ok! ♦ I ♦ " (2)stud trimmer (2)stud trimmer " 1 0 1 -0 / T / / 27'-0" _ — 24" I AI > Li-- 011 7'-61/2" (2)stud trimmer 1— i i ,l .-- ♦ /---—/- N 3 o \ i (!/ / 32'-8" 15'-51/2" NI Iiti i / / ---: 1'-0" 1'-0" _ , / , / N rb1: • 3,707# -J o U o H o—1 1 N N EN x I Ca o 11 "' I II 9878 Registered ; o 2 rcz b ARCHITECT al rii M Q o IL °° 'Ea_ N Michael G. derwood N Q cc? o State of Washington E.2♦ El rb':3.707# 9/22/21 � - 1 (2)stud trimmer Permit Set I 7 r . , n 1 = a M - 4 N Project name: _ o If I� Pearia Residence 2'-0" 1'-0" 12 �� = L , I a l_ _I , .� i L 33'-0" 14' 8" i - Level 3 - Lower Roof Framing F1p Project Address: ( _-1_) 1/4" = 1'-0" D•8 '� 2007 Bradley I �� Drive standing seam metal roofing wl ice and snow sheild membrane I OSB sheating with"H"clips at unsupported joints J standing seam metal roofing 2x6 sub-fascia .' N > ' ♦ ♦ 2x4i dioutrigger at 24"o.c. OSB sheating with"H"clips at unsupported joints N ni _ 2x6 sub-fascia t 1"x4"cedar fascia trim �`'��.�,� ®��-"" N M _1 0„ Project Year: 2020 1"x4"cedar fascia trim i, 5/4"x8"cedar fascia �° � — / Issue Date: 4/8/2020 ------------- t 5/4"x8"cedar fascia 1 1 x cedar soffit I cont.vent strip " o ; 2' 6° III M Revisions l x cedar soffit I� _ i; 1 x4 frieze board 2 Pli �' I No. Date Description CJ 1 x4 frieze board I a CD 2:12 pitch manufactured parallel CJ Apipip manufactured r f I chord roof trusses at 24"o.c. <1.-6--> roof trusses at 24"o.c. . Al t=1 o I� 1 LII r-- /r-- /r--�/� ^� �� L see roof framingIan 518 g.w.b. •orange peel finish AlrAPAIMadft Ire• II v R49 batt insulation l;� A. 1 pN �Y�J r `�. nnII q , ♦ N V I house wrap moisture barrier 1115 ill , , Oi �� J ^� `-A _` I III i continuous wall sheathingat exterior 112 w.b.orange eel finish house wrap"moisture barrier �� 518 g.w.b.orange peel finish _ . R21 insulation at core *-^ 2x6 stud wall wl studs at continuous wall sheathing at exterior 40' 1112" -f T p,, 16 inches on center ��I R38 batt insulation , , R21 insulation at core I II 1/2"g.w.b.orange peel finish Level 3 Roof 2x6 stud wall w/studs at o �I d 16 inches on center Framing Plan (D.8, Eave Detail Aparallel truss1 Eave Detail Bparallel truss Level 3 - Upper Roof FramingPlan 3/4" = 1'-0" Al 09 3/4" = 1'-0" \� 1/4" = 1'-0" u 4/21/2020 9:56:27 AM _-.. 2x6 stud wall wl studs at 16 inches on center, 1/8"saw cut x 1/4 slab depth-saw -__-,� 1/2"gypsum wall board on interior,R21 within 4 to 12 hours of pouring slab 2x p.t.sill-modify to full stem wall 518"X10"anchor bolts,embedded 7"into insulation at core,with continuous wall iq, 2x6 p.t.plate `� � 2x p.t.sill-modify to full stem wallt 518"X10"anchor bolts,embedded 7"into +h;"kness-simpson topflange hanger- concrete,at 4'-0"o.c.u.n.o.,and set between 3 sheathing at exterior. "house wrap"moisture '� �_r a� •1 thickness-sim son to flange hanger- concrete at 4'-0"o.c.u.n.o. and set between 3 P g g I 6x6 6x6 welded wire mesh,#4 bars at 24"o.c. P P 9 9 isolate hanger with 30#felt 112"AND 12"from board ends with 3"X 3"X barrier and siding per elevations. 15#building paper or vapor barrier ea.way,or fiber mesh dosage shall follow r.-� ' , 1 r r , isolate hanger with 30#felt112"AND 12"from board ends with 3"X 3"X 114"thick washers.Min.(2)A.B.'S per board 4 concrete slab manufacturers suggested ested ratios,but not less " ,® 114"thick washers.Min.(2)A.B.'S per board R403.1.6.1 Use galvanized washers or provide 518 X10 anchor bolts,embedded 7 into gg J . ] [ ] 9 P 2 rigid insulation-min.24"vertical at foundation than 1.5 Ibs ^' [R403.1.6.1]Use galvanized washers or provide 314"T&G plywood glue&nail — an isolator gasket between washer and sill concrete, Ii per cubic yard-contractors option .� y g at 4 0 olc,and set between 3112 erimeter or to to of ft whichever is less + to supporting members " " P P g° ... 314"T&G plywood glue&nailan isolator gasket between washer and sill PP g plate. AND 12 from board ends with 3 X 3 X 114 (I • : �� late. thick washers.Min. 3 A.B.'S per board.Use - ° s r to supporting membersP O P 4"concrete slab over 6 mil vapor 4 : ° -a a " ° •d • ` +� 18"h s.s.flashing extended below top of stem galvanized washers or provide an isolator barrier on 4"gravel bed '° X ° o -; o-X= r flashing �„ gasket between washer alt*1 1 iii f 144444‘ 41 _,,_1 #4 bar cont.at to .. 1 gradeil , ° .. 1 I I Ii. . . �. I I I i UNDERWDDD 4"concrete slab over 6 mil vaporb-: °d ; a° :al"� tstye ASSOCIATES,LLC - — barrier on 2"gravel bed garage slab -5 ■ 8"concrete foundation wall wl#4 bars at 18" 1 4"gravel over compacted base Manufacturered 1-joist see plan(see Manufacturered I-joist see plan(see - — I I—- - - e — o.c.horiz.&#4 bars at 18"o.c.vert.• 1 ® ; 10054thStreet s — expansion felt _ plan for direction),R30 insulation7:,' 4 4 , •;, plan for direction), R30 insulation -d— -� • _ _ filter fabric0 - 18"x7"concrete footing W C O n tro I J o n t D eta I anacortes, Washington 98221 topflange 1-joist hanger ' ;- , _ 360.588.0471 g t g ; 1/4 , _ ;_ � compacted fill- top flange I-joist hanger g; : --'- compacted fill III (2)#4 bars cont.isolate w130#felt - _- - - --� - - � � -- - - 1 1/2" = 1'-0" mike underwood,AIA , isolate wl 30#felt — efirm,undisturbed earth ` - 2"R 10 rigid insulationwww.underwoodarchitecture.com - � =- 6Foundation Detail ith Sl ab 2"R-10 rigid insulation - _•, ;,__',,:I where shown on plan 3/4" = 1'-0" — 12"wide #5's @ 12"o.c.each way ° -. • #5's @ 12"o.c.each way — ' ' drain rock 2x6 stud wall w/studs at 16 inches on center, 1/2" ��, � —_- gypsum wall board on both sides. wall sheathing per 2 coats of asphalt emulsion brush lateral plan. 1 1/2"cIr typ.-where fill ._.°__;;+li 1 or spray applied per manufactures 2x6 p.t.plate against wall is less than 5'-0" - - - recommendations high-place reinf.@ wall — - - "-`_ 15#building paper or 518"X10"anchor bolts,embedded 7"into concrete,at — • — centerline a _ °" -1 vapor barrier olc,and — 4'-0" between112"AND 12"from 12"wide drain rock _ — •,, I set 3board ends ° — 4°=": _ E with 3"X 3"X 1/4"thick washers.Min.(2)A.B.'S per board [R403.1.6.1]Use galvanized washers or provide an ° - - I 4"concrete slab over 6 mil vapor • t ° • ]I barrier on 2"gravel bed isolator gasket between washer and sill plate. • 1 1/2"clr typ.-where fill a - — o- shear wall where occurs i holdown where occurs d < : against wall is less than 5-0 _ ,.T _ ,I per structural plan 1 high-place reinf.@ wall - #5 dowelhook @ — I 2x p.t.plate w1518"d a.b.centerline a '; : _ ,,,„. _; ,_ w/std — 4 concrete slab over 6 mil #4 bar cont.at to F a° 12 o.c.-la 2 6 ° @ 1•� P vapor barrier on 4"gravel bed 4'0"o.c.max. P#5 dowel w/std hook ;* 1 1 1 1 — _ _ li� F°a _ @ — ?"I �® I" LEI 7 12"o.c.-lap 2'-6" q' ° 2 coats of asphalt emulsion brush Q• y° a 8 concrete foundation wall d < ; •` " ; —or spray applied per manufactures = — _ _ '� o - wl#4 bars 12"o/c horiz.& _ °�j — — ° #4 bars 32"o/c vert. 15#building paper • - _ I- recommendations _"•,I a @ III— or vapor barrier =- __ 15#building paper :�- _ _ 18"x7"concrete footing W /, I1 I I°I - - - - r or vapor barrier � ° _ -_ - - -r] M _ — J g slab per plan _ _ — • ° - 1 III III`� 1 2 (3)#5 bars cont. ;'_{ slab per plan ° = 1 (2)#5's cont. firm,undisturbed earth ° ° �� _0', - — Thickened Slab at Bearing/Structural —� interior foundation a 4 III III � I ° 1 � � 3/4" = 1 -0 3/4" = 1 -0 4 �° —#5's @ 12"o.c. horiz.) ° a 4 #5 1 1 1 q _ d° . • ° _ 9878 Registered pl, A CHITECT 6" II / 8 / 3' o" / 2x6 stud wall w/studs at 16 inches on center, 1/2" Michael G. Underwood gypsum wall board on interior,R21 insulation at core, e';I State of Washington i with continuous wall sheathing at exterior. "house l' RetainingWaII retainin waII atgarage to residence 2x6 p.t.plate wrap"moisture barrier and siding per elevations. 11, pl,l 9/22/21 g t 8 3/4" = 1'-0" l 3/4" = 1'-0" 15#building paper or „ • I 4"concrete slab 518 X10 anchor bolts,embedded 7"into concrete,at Permit Set vapor barrier E 4'-0"olc,and set between 31/2"AND 12"from board ends i' _ with 3"X 3"X 1/4"thick washers. Min.(2)A.B.'S per board a° a "' 2x6 stud wall w/studs at 16 inches on center, 1/2" [R403.1.6.1]Use galvanized washers or provide an ° ° 4"concrete slab over 6 mil vapor E Project name: gypsum wall board on interior,R21 insulation at core, g P barrier on 2 gravel bed isolator gasket between washer and sill late. 1' "" " "� � _ -- ° " 1— with " continuous wall sheathing at exterior. "house I d P wrap"moisture barrier and siding per elevations. 4- \ ° II— Pearia Residence oa � - �4 grade 518"X10"anchor bolts,embedded 7"into concrete,at - - 4'-0"olc,and set between 31/2"AND 12"from board ends - 4"rigid tightline downspout #4 bar cont.at top I - 4 I I I I I with 3"X 3"X 1/4"thick washers. Min.(2)A.B.'S per board a ' drain,tie to storm sewer. [R403.1.6.1]Use galvanized washers or provide an `';• , foundation atporch/garage Pro ect Address: 2x6 p.t.plate 8 concrete foundation wall isolator gasket between washer and sill plate. ° 4 ° / wl#4 bars 18"o/c horiz.& filter fabric • • • #4 bars @ 18"o/c vert. 3/4" = 1'-0" _ - „ „ I III 2007 Bradley a c, grade grade 18 x7 concrete footing W 4 rigid pert.footing drain, (3)#5 bars cont. with 12"min.of drain rock Drive #4 bar cont.at top #4 bar cont.at top — firm,undisturbed earth cover. tie to storm sewer #4 bar cont.@ 12"oc horiz a #4 bar cont.@ 12"oc horiz a _ Project Year: 2020 #4 bar 32"ofvert. — Standard Foundation at Slab #4 bar @ 32 of vert. - o @ , 9� 3/4" = 1'-0" Issue Date: 4/8/2020 0 15#building paper or Revisions v vapor barrier `�. a ,, i ° ° , garage door ► No. Date Description CJ 4"concrete slab over 6 mil vapor - slope garage slab cont.for positive barrier on 2"gravel bed 4"concrete slab on 2"gravel bed - — drainage away from structure 514"x9"offset-verify with door o °• -°� 4"conc.slab over 6 mil vapor size 3 d 4 a ,. a° a ; a - barrier on 2"gravel bed 4"concrete slab over gmil vapor a °° �4.I °4 4 4° barrier on 2 ravel bed concrete driveway system 1 _ - �- (2)#4's continuous = 4_a 4"rigid tightline downspout ::,° _ 8"concrete foundation wall I ° _ — drain,tie to storm sewer. 8 concrete foundation wall I 4 ° iLn wl#4 bars 18"o/c horiz.& - _ IN/#4 bars 18"o/c horiz.& ._� _ ,-_-__- - `� grade - - - - __ --` #4 bars @ 18"o/c vert.alternate a;�° _ _ - #4 bars @ 18"o/c vert.alternate a: �- — �� III- filter fabric > filter fabric III hook direction each bar = ° hook direction each bar ° • _ °° ° compacted fill a P-I - 7 1 18"x7"concrete footingW 4"rigid erf.footingdrain continuous footingd 18"x7"concrete footing W 7 4"rigid pert.footing drain, 9 P �, o„ �-� ° - =Q Foundation (3)#5 bars cont. with 12"min.of drain rock (3)#5 bars cont. with 12 min.of drain rock / / _ ` o cover. tie to storm sewer firm,undisturbed earth cover. extend to daylight Details firm,undisturbed earth 4 foot concrete garage wall 4 foot concrete driveway wall = Thickened edge detail Foundation at O. H . door 1 T.5 3/4" = 1'-0" __Ti 3/4" = 1'-0" �' 3/4" = 1'-0" 5 3/4" = 1'-0" v 3 A110 4/21/2020 9:56:28 AM - _ ' -44 , --- - (. i) • 3116 3116 • 3116 • /��. � _ ` Ili • +1 I I � 114"x6"wx10" Jr 114"x6"wx10" 114"x6"wx10" if h plate with(4) Jr) Jr) h plate with(4) J h plate with(4) 2114" 2114" 2114" 2114" 5/8"bolts 2114" 2114" 5/8"bolts 518 bolts I at Center Column at End Columns (2) UNDERAWDF�cLC D 1005 4th Street anacortes, washington 98221 5/8"x 7"x 1'-3" 1/4"x 10"x 10"kerf 360.588.0471 top plate plate with(4)5/8"dia A mike underwood,AIA bolts V www.underwoodarchitecture.com F ] o 3116 I ////// //////o///// //////6///// N N N O 0 0 O 0 1N o f • 0 0 I I • 0 0 1/4"x 6"x 10"plate sKi_e 1/4"x6"x10"plate s K ' 1/4"x6"x10"plate M at column centerline 21/4"� 21/4" at column centerline \21/4" at column centerline • / J 21/4" 21/4" 21/4" 21/4" 21/4" dr dr 1/4"x 10"x 10"plate at column centerline In 3/16 / / 1 11 V V at Center Column at End Columns Roof beam - center and ends 3 Deck beam - center Deck beam - ends 6 1" = 1'-0" i" = 1'-0" 5 1" = 1'-0" 9878 Registered ARCHITECT 5/8"x 8"x 1' 3"plate Michael G. Un rwood with(4)3/4"dia State of Washington 4" 4" SSTB24 bolts 9/22/21 MIM ' - Permit Set ° I ° Ilr Project name: Aci 3/16I •Pearia Residence W14x30 steel column Project Address: 2007 Bradley 1"thick dry-pack concrete base 5/8"x 8"x 1'-3"plate Drive with(4)3/4"dia 4" 4" � � SSTB24 bolts 3" " " "- 7',-"f., Project Year: 2020 - '°' : ` °- .A' 24"x 18"plinth Issue Date: 4/8/2020 a-. level I I I II III - � "- I III III 111135' - 2 1/8" o ° _ , a _ 1 Revisions v a_.• a= _ = = = — --i #4 rebar stirrups at 12"oc - °: ° ° No. Date Description _ - °d° - . III #5 rebar with 8"long hooks rd a- :.:---'�� °_ ' at each corner —o- —_ - ° . a _ - — (4)#5 rebars each way t °I I " ° I I III I I I I I I I a 6 I 2' 6 36"x 36"x 12"footing -1,- teel Column 1 I I 1 II 1 1 I I I I I I 11 Details Steel column base 1 7, 1" . 1'-0" .,-,- <, 4/21/2020 9:56:29 AM _I — --- 1•. OSB sheatingwith"H"clips at 9^� � p unsupported joints-Owner option to use OSB sheating with"H"clips at unsupported joints r.=� , r !��f f , ,fis 5/8"T&G plywood with no"h"clips. comp.roofing standing seam metal roofing _ r \\ /— 2x4 outrigger at 24"o.c. 2x4 outrigger at 24"o.c. ��,Ili "® ='JaJ 2x6 sub-fascia 2x6 sub fascia I 1"x4"cedar fascia trim 1"x4"cedar fascia trim s f „ „ AN „ „ IIIII �. Ili. 514 x8 cedar fascia 514 x8 cedar fascia optional soffit per owner 1 x cedar soffit a ,,,,„ UNDERWOOD III \il &ASSOCIATES,LLC 1x4 frieze board 1tI I 1x4 frieze board / 1005 4th Street II' I joist rafter-see plan it,ill manufactured roofanacortes, Washington 98221 trusses at 24"o.c. 5/8"g.w.b.orange peel finish 360.588.0471 ��., s ,— �- - mike underwood,AIA R38 batt insulation ,� - 2x4 sub-fascia - II I see roof framing pla '� 5/8"g.w.b.orange peel finish www.underwoodarchitecture.com III / R49 batt insulation •I MI : - li "house wrap"moisture barrier ;/ "house wrap"moisture barrier ---- 11 �11II 11 III at aramormormmr,continuous wall sheathing at exterior -� 1/2"g.w.b.orange peel finish continuous wall sheathing at exterior 1/2"g.w.b.orange peel finish 1x4"cedar fascia trim fw-�� .��y��s IIII•W� ilLk , - ...---_:x-----.0A - R21 insulation at core 2x6 stud wall w/studs at R21 insulation at core 2x6 stud wall w/studs at , , III: 16 inches on center III,, I 16 inches on center 514 x8 cedar fascia 1x cedar soffit cont.vent strip 1 Eave Detail A Eave Detail A I Joist 2 3, 0„ 1" = 1'-0" 1" = 1'-0" standing seam metal roofing w/ice and snow sheild membrane I< A6D 2 nails double HD Galvanized 1 S.S., -: \ / OSB sheating with"H"clips at unsupported joints 12"o.c.horizontally.Min.3/4"from edge of /M , .—..A-6._ _AL_ op ,...._ _ trim,Min.3/8 from edge of board provide 2x6 sub-fascia 2x6 eave sister to I joist and fill web as necessary(min.2x overhang length) Hailers behind v y 24"x48"fiber cement lap siding,smooth Ah- roof I joist rafters-see plan 1"x4"cedar fascia trim `�si��! -------,_____ t texture face,oriented horizontally------ NIP -- roof- OSB sheating with"H"clips at unsupported joints 5/8"g.w.b.orange peel finish = standingseam metal roofing 514 x8 cedar fascia w - _ 1x cedar soffit l -I U 2x4 outrigger at 24"o.c. water resistant barrier Is , R38 batt insulation cont.vent strip ;1 2x6 sub-fascia i ] Z-flashing,flush w/edges ofMI 1x4 freize board e' 1"x4"cedar fascia trim ►� fiber cement siding ' ��> 112"g.w.b.orange peel finish �� 1x3 horizontal strapping ilt± ii e: g �' 5/4"x8"cedar fascia ► , , , , ,t" NI ; , see Ian I I. . p Ill: 5/8"g.w.b.orangepeel finish �� g g 2x6 stud wall w/studs at I 1 x cedar soffit f R38 batt insulation - 16 inches on center II 1 x4 frieze board �' '- - I il l= r =- J 9878 Registered manufactured roof ,; ARCHITECT ir iltrusses at 24"o.c. II I � iii I Michael Underwood ICI 10 State of Washington "house wrap"moisture barrier � see roof framing plan 5/8"g.w.b.orange peel finish IIIII� III 9/22/21 continuous wall sheathing at exterior III R49 batt insulation III "house wrap"moisture barrier III Permit Set R21 insulation at core 110 .continuous wall sheathingat exterior 11� 112" oran a peel finish 1/2"g.w.b.orange peel finish g.w.b. g eW Illd• itio„ 2x6 stud wall w/studs at R21 insulation at core 2x6 stud wall w/studs at Project name: 16 inches on center ii:rWOI 16 inches on center Peana Residence Eave Detail B I joist Eave Detail A parallel truss Roof Detail4 i" . 1._0" . . ‘.., 1" . t_o" 5 i" . 1'-0" Project Address: 1"/1'-on 2007 Bradley Drive parallel chord truss Standing seam metal roofing Project Year: 2020 wood fascia Issue Date: 4/8/2020 t continuous metal gutter Ala Alb --- Revisions iab 11rAVAIIIMPFAAT"11111111111111111.11111mon , No. Date Description - -- __....ire,_vpAllipremprerenor ,AT'APAIIIIIVAlliblvabill CCI IV urainily AIN" A 11 PA(P 11111/1 1111,1111 I 74 MIIIV �a7A. 74 TA PAVAN IPAVA PAI lir A 1 A 1 _,..... M, ,PT,TMPWIMIIIII7 7 Tar . AV ,-, ,m x , „ „ , , , , , , 4 .„ (L, p, Roof Details CJ R9? Pet .fAii Atl 0 II 71, j 1 0" _,, A1123 u 4/21/2020 9:56:29 AM ti _ ' Elevation Notes: 1. Typical exterior wall construction: siding selected by owner, Typar building wrap, OSB sheathing per wall type legend, 2x KD 2 \3 4 r;'r`r ,Irk hem fir studs, insulation, G.W.B. Interior, orange peel finish. 119 ��,�. , = ( r 2. Typical roof construction: roofing per roof type legend, 30#felt I ; ! !," + . -j or equal underlayment, OSB sheathing per roof type, see plan for 1 I 1.t l truss and rafter locations; typ. = insulation, 5/8 G.W.B. Interior _ ceiling - typ., orange peel finish. S 3. Typical floor construction: per floor type legend. if 4. Typical windows: low-e insulated glass. Tempered where called U N D E RWOO D out on plans. Apply self-adhesive weather resistant barrier around JI aASSOC!ATEs.LLC all exterior windows. Follow installation instructions to insure ` \ weatherproofing. — — 1005 4th Street 4020 4020 4020 4020 — anacortes, washington 98221 5. Typical exterior doors: apply self-adhesive weather resistant — (D5) 360.588.0471 barrier around all exterior doors. — (D6) mike underwood,AIA Elevation Notes 7 _ www.underwoodarchitecture.com 1/4" = 1'-0" 2540 040 2640 - - II —I I II III I I II I II III I II II I I �� I II II I I III I I Material Notes: II I IIII III 1 IIII 1 II i 1 'II'I ' I III ' I' Doors: M n II N D1 Front Door, Weathered Steel ;• D2 Drutex Patio Door D3 Garage Door - / - (D2) Downspout: DS1 Metal Downspout, Paint Gray DS2 Rain Chain Downspout E. 3040 3040 ( 3040 3040 Gutter: G1 Gutter, paint black G2 Gutter, paint gray • 1 f - G3 Gutter, paint white Roofing: R1 TPO Roof R2 Metal Roof I / Scupper: SC1 Gutter, paint black SC2 Gutter, paint gray SC3 Scupper, paint white Siding: S1 Hardie 6" Plank Siding, Monery Taupe West Elevation S2 Hardie Vertical Panels 24"x48", Timber Bark 1 S3 3/4" Horizontal Wood siding) ._1___ 1/4" = 1'-0" S4 8" Fascia, Iron Grey S5 Concrete 9878 Registered Specialty: ARCHITECT SP1 Metal Railings Michael G. Underwood Windows: State of Washington W1 Type?, Trim to Match Iron Grey (S4) F \E Ali D ) c 9/22/21 Material Notes I TPermit Set 1/4" = 1'-0" U I� Project name: —_�� IIIIIIIIIIIIIIIIIIIIIIIIIIIINNIIII Pearia Residence 2016 2016 1 M= / I I I Project Address: =E D2 3020 I 3020 I 3020 2007 Bradley 1,II IIIII II mi Drive II IIIII 11 HI IIII II H 1' 1I it .1.1. 1 Project Year: 2020 Issue Date: 4/8/2020 I ; ° Revisions ° 'a° a d No. Date Description U . Ise - 3040 3040 _° ad' nq _ a , 1 1 Ei � MI cil I Building a iI iII iII ii ii iII iII iii ii ii ii iii iii ii ii ii iii iii iii ii Elevations I South Elevation 7, 2 1/4" = 1'-0" a, A200 u 4/21/2020 9:56:30 AM Elevation Notes: _— ' 1. Typical exterior wall construction: siding selected by owner, Typar building wrap, OSB sheathing per wall type legend, 2x KD ----.— hem fir studs, insulation, G.W.B. Interior, orange peel finish. --- �.=� , ri!~r( r; ,� '� 2. Typical r fconstruction: roofing per rooflegend, f l r oo 0000 30# e t g type !" y . or equal underlayment, OSB sheathing per roof type, see plan for �'� _��l�� `�.�^ . t/ truss and rafter locations; typ. = insulation, 5/8" G.W.B. Interior , : r f . ceiling - typ., orange peel finish. 4 ( 3 2 1 i 3. Typical floor construction: per floor type legend. 1 S4 S2 Il %, \f 4. Typical windows: low-e insulated glass. Tempered where called - out on plans. Apply self-adhesive weather resistant barrier around U N D E RWOO D all exterior windows. Follow installation instructions to insure a ASSOC!ATEs.LLC weatherproofing. 1005 4th Street 5. Typical exterior doors: apply self-adhesive weather resistant anacortes, washington 98221 barrier around all exterior doors. 360.588.0471 1/2"/1'-0" ow mike underwood,AIA (— EIevation Notes www.underwoodarchitecture.com 1/4" = 1'-0" _ 2016 -- — CV / N 2016 Material Notes: o 2016 D1 - 1111 III III III III III III III III III III III III Doors: D1 Front Door, Weathered Steel M D2 Drutex Patio Door ■ ' ■ D3 Garage Door ■ A-1. d Downspout: a °[ DS1 Metal Downspout, Paint Gray DS2 Rain Chain Downspout Gutter: G1 Gutter, paint black III III III III III III III G2 Gutter, paint gray G3 Gutter, paint white Roofing: R1 TPO Roof R2 Metal Roof \ East Elevation Scupper: SC1 Gutter, paint black \ 1/4" = 1'-0" SC2 Gutter, paint gray SC3 Scupper, paint white Siding: S1 Hardie 6" Plank Siding, Monery Taupe S2 Hardie Vertical Panels 24"x48", Timber Bark S3 3/4" Horizontal Wood sidingl S4 8" Fascia, Iron Grey S5 Concrete 9878 Registered ARCHITECT Specialty: SP1 Metal Railings Michael G. derwood State of Washington Windows: 9/22/21 W1 Type?, Trim to Match Iron Grey (S4) \ R1 S4 S2 \ \ S1 \ Permit Set Material Notes CC ; D E F Project name: Pearia Residence ..„„_____-- "IlliimmwA ________, Nommji Project Address: I � 2007 Bradley Drive 02 - w Project Year: 2020 I Issue Date: 4/8/2020 SP1 o . 11 ° a : - d°• - ° I ^ ° °� Revisions g - Ail .� ° No. Date Description Cd d1 d o < 4 Qa4 SP2 3 ° d ° S5 E 1 - Building Elevations j North Elevation "t, 1 1/4" = 1'-0" 3 A201 cu 4/21/2020 9:56:31 AM i _ ' WALL ASSEMBLIES FLOOR ASSEMBLIES 1•��=1%<,® j fir( i j Wall:Typ.Exterior Floor:Typ.I-Joist =' W1 _- Siding per Elevation F 1 't ` ` 3/4"T&G Plywood-glue&nail to supporting /:' house wrap"moisture barrier s r members " continuous ply.sheathing Manufactured I-Joist seee plan(see plan for r 2x6 stud w/R-21 batt insulation direction), `.. 112"G.W.B R30 Insulation Ili. if LVL Rim Joist i; Wall:Typ.Interior Partition W2 112"G.W.B UNDERWOOD 2x stud framing per plan @ 16"o.c. &ASSOCIATES,!LC 1/2"G.W.B F1 Floor:Slab-On-Grade 1005 4th Street _ .- , Finish per Owner anacortes, washington 98221 2 - - - _ _ Concrete Slab on Grade per structural 360.588.0471 6 mil waper barrier(min.) mike underwood,AIA W3 Wall: Insulated Concrete 2"rigid insulation-Min 24"vertical at foundation 11. perimeter or to top of footing,whichever is less • • 4"gravel bed(min) www.underwoodarchitecture.com •• • • ■ • • DECK ASSEMBLIES Wall:Concrete Retaining Wall with Partition Wall (D2) Deck:Typical a _ , a° o � "a 5/8"decking per owner W42x P.T. Framing per structural d .. d i a ROOF/ CEILING ASSEMBLIES a m i"i.— (R°1 Deck:Typical 5/8"decking per owner 2x P.T. Framing per structural Building Section - Garage 2 1/4" = 1'-0" 4 A301 0 Al2 F iD C � 1 9878 Registered —_________. ARCHITECT my--------------1�•�•�♦�♦��h �� IIIIIIIIIIIIIIIMIIIIIIIIIIIIIMIIIIIIIIIII. Michael . erwoo State of Washington ��I�� A112 A300 9/22/21 IIIPIIIIIIIIIIIIIJTA E.. ati - ---3 =lb r. I Permit Set 71,1-. 1 . : Project name: Eo ki \ , Pearia Residence \ , , CV a , N. �i. I (D4) i(D3) (D2) d a: a - N ie = III�■■MIIMBEIM1■irL■MIL IMII Gar gPa 4 ° e "aa�_ 111�■■•lil�■■•1■■IIMINNI=I1�/.IRI 1- ■ A ■ �_ ii[ i6 l '�hi - ° " Pro ect Address: _ I�-_i�� I Y IN\ ��I► I.. ....seatiaa_ iiss...11 R%1® '° - cc3 EMI, ;7MMIL 2007 Bradley III , \\ 1 ,/ , 1 I� ill, • Drive Eo \ / 1< 7 IM \ / I Project Year: 2020 D' C CD4) 1 11 Issue Date: 4/8/2020 I Revisions ° I II _ ma d No. Date Description rd a1 O 3 J g U t x i MI - cil Building CJ Sections BuildingSection - Dining/Staircase 1 1/4" = 1'-0" 3 A300 4/21/2020 9:56:31 AM ti C D IID WALL ASSEMBLIES FLOOR ASSEMBLIES i Wall:Typ.Exterior Floor:Typ.I- i ��, /J<,® - ;W1 ooJost Siding per Elevation (F1 ) 3/4"T&G Plywoodglue&nail to supporting ri ' .- ` house wrap"moisture barrier pp g s �i _ _ _ _ _ _ _ _ members continuous ply.sheathing Manufactured I-Joist seee plan(see plan for III 2x6 stud wl R 21 batt insulation ,,( i 112"G.W.Bdirection), _ %- ,ii wig R30 Insulation ifLVL Rim Joist y� W2Wall:Typ.Interior Partition` Master Bathroom112"G.W.B UNDERWOOD 016 II 2x stud framing per plan @ 16"o.C. &ASSOCIATES,LLC III 1/2"G W B KF1 Floor:Slab-On-Grade 0ff 1 zo 1005 4th Street II 02 02 ; n - Outdoor Covered Deck a Finish per Owner anacortes, washington 98221 / 001 e per360.588.0471 II � Concrete Slab on Grade structural01 ,' D5 6 mil waper barrier(min.) mike underwood,AIA (D4) (� D9 _ W3 Wall:Insulated Concrete 2 rigid insulation-Min 24"vertical at foundation 1 II II perimeter or to top of footing,whichever is less 0 Master Bedroom __ 1==1 • • • 4"gravel bed(min) www.underwoodarchitecture.com .i I: I I • D LI 1 I I�� I ■ I _I__ _I__ �i • DECK ASSEMBLIES Wall:Concrete Retaining Wall with Partition Wall KD2 Deck:Typical 2;°: -"I i'' °,--'.- - I: (W4 ..d• -, ° b - .° I ° 5/8"decking per owner d ' -da-' °St-Oragae; - - ' - - 2x P.T. Framing per structural a ROOF/ CEILING ASSEMBLIES y ° I rijr- R1)-- Deck:Typical Mi0 ° ° - 5/8"decking per owner 2x P.T. Framing per structural Building Section - Master Bedroom 3 1/4" = 1'-0" • 9878 Registered ARC ITECT A ! 2 ( Michael G. Underwood A302 il nu State of Washington 3 9/22/21 A301 / 5 A302 Permit Set 1 Project name: Pearia Residence ._, 7 Project Address: i jin ] 1 I 2007 Bradley Mast- Bedr m ' ngoKi_ hen `= Drlve il , it Ih�'I 1 1 e �,,, iu 1 r miFil--1- --1111�1 •11 ,1i�I�lil`III It \MI I�I MN * I . Olw Project Year: 2020 Issue Date: 4/8/2020 II o Revisions 1 p U No. Date Description Game No. d 1 Storage — / Bathroom o , 1 El , > J MI 1 c„ Building CJ Sections Building Section . ,4 �� 1/4" = 1'-0" 3 A301 ci 4/21/2020 9:56:32 AM _-.4 — - presidential composition shingles ,.,. �- �-.- i �� OSB sheating with"H"clips at unsupported joints-Owner option ,� , - i r f r, .,ir� to use 5/8"T&G plywood with no"h"clips. L.rr rV, - —.La, —_ . :_-) '1:' t ` truss outrigger @ 24"oc • s r�,� "mac`` (V 2 Ili. f Exterior Wall \,l ��\ 1. 1/2"GWB o—\ 2. 2x6 stud at 16"oc U N D E R W D D D 3. R21 batt insulationsheathin9 dbl top plate &ASSOCIATES,LLC 4. wall I'ii, »»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»»> �� 5. siding per elevations roof truss at 24"oc 1005 4th Street 5/8"g.w.b. anacortes, washington 98221 Al hardi vented soffit optoinal R38 insulation 5/4x8 cedar fascia mac' 360.588.0471 ! 2'-0" mike underwood,AIA "� • simpson H2.5a hurricane cli each truss-t J, i ' ' www.underwoodarchitecture.com p Yp z wi double top plates throughout-lap top plates min.48" L,,, IP truss outrigger @ 24"oc window where occurs 518"GWB E: roof truss at 24"oc R38 insulation(single rafter) AP114111 1 Eave Detail B .........,...", � 1 1/2 1 -0 dbl top plate E 5/8"GWB 2x4 block at every connection point for R38 insulation(advanced) �• paneling 4"h self adhering ®� 1 membrane over flashing ®� E U... y I NEN mom . Exterior Wall metal flashing ;■.■.■. �� ,! .... 1. 112 GWB III0 no 'ice 2. 2x6 stud at 16"oc ;::: 6x4 header �� 4. Wall 3. R21 t sheathingt lation �I MI w � ► A- / �� 5. Exterior siding per elevations poi �� sealant 6x8 mantel �� 2x4 base @ 24"oc 1011 fire block �� 9878 Registered r-� • / gas fireplace � ARCHITECT A ! p Floor sheathing � Michael . erwood sealant eFloor sheathing "' � State of Washington Floor Joist ..4 Floor Joist \ 1 »»mom»>»�»�»�»»»»»»»»»>»�»�»�» 2x4 base @ 24"oc siding � � X 9/22/21 2x6 sill r------- . • „ Permit Set Q i . III. Window Trim Detail rim board N Project name: 4 1 1/2" = 1'-0" Y - 2x6 PT sill Pearia Residence 5/8"GWB 5/8"GWB —/ I :.,f ' - - ,- 8"strip of vycor wrap over'z' A Exterior foundation Wall Project Address: flashing - 1. 1/2"GWB • dbl top plate ° 2. 2x6 stud at 16"oc zo 8 strip of vycor wrap over 3. R21 batt insulation 2007 Bradley Interior WallA 1 ; 4. 1 air space Drive window flange �� _ _ ,! 1. 112 GWB - 5. 8 concrete wall ` 2. 2x stud at 16"oc --: Install building wrap per manufacturer's 3. R21 batt insulation(optional insulation) ,,-4 typ.window and casing instructions. 4. Wall sheathing I - - ' •5. 1/2"GWB Project Year: 2020 As Req'd Install window per manufacturer's M 4 Issue Date: 4/8/2020 recommendations. r, 1 E0d ° o Caulk all windows to sheathing joints Revisions v '-',0 with flexible butyl caulk. .--aa. a No. Date Description Install siding and window trim. InstallCJ d ° •, - metal"z"flashing over top of trim. ` r -0 co . °, as ° Caulk top and side trim to window frame 4 a- 3 'z'Flashing and siding. a Follow Grace Vycor self-adhearing _ - 8"strip of vycor wrap flashing application instructions for each side weather resistive barrier installation. as ' I .42x6 PT sill 2x6 PT sill • concrete slab >- 8"strip of vycor wrap concrete slab 4 " - w over rough sill on _ ° - Wall Sections CJ Q Elevation a - d, Window FlashingWall Section at fireplace - � - Wall Section at N/S w s - `1l 13 A3O2 _ . ,,,, 1" . 1'-0" 3/4" = 1 -0 3/4" = 1 -0 _ _ ,± , Il ri il , nl U II III III II III III III III III III III 4/21/2020 9:56:33 AM r r a r \ / / r\ . \ 7\ — r _ � Ir / / / \I >,-,;. U \ ----- iii U ,1 ii„, _ zil _ . , 19. 1 1 . .11 \ __..._.„ 640 04 64 64 r u r� U N E Pi w a \ b \ I \\I 1 0 0 \ &ASSOCIATES,LLC I = I = — \ 1005 4th Street d \ c _ anacortes, washington 98221 ldi' . 360.588.0471 c = Tik1AIA . Iwwwnderwoodarchitecturecom Kitchen . . . . Kitchen1 . Kitchen . 41/2" = 1'-0" 2 1/2" = 1'-0" 1 1/2" = 1'-0" ] I v v (D2) \ \ \ v v <' (D2) \ (D3) (D2) �> — �> \ \ % T\ \ mm - n , % %% % o o 1 v u u , u , v Registered ARCHITECT cV , , g, t CO� ` ,,,,,,,,,, 1�� ( Michael nderwood State of Washington Gas Insert Fireplace 9/22/21 --_-_-: Permit Set Fireplace Wall Kitchen . . . T ' 5 1/2" = 1'-0" 3 1/2" = 1'-0" Project name: Pearia Residence 12'-4" Project Address: III IIIIII IIIIII II III IIIIII IIII J 2007 Bradley Drive ILA Linen Closet ii LLA M Project Year: 2020 t V ' Mirror= Rod&Shelf Issue Date: 4/8/2020 t ' (D9 Revisions • V . i 6 , o 0 \ No. Date Description 0 Walk in shower \ \ 'I.' '1.'rd \ M M o 3 \ Lav Lay 1 U = _ 1 1 1 g x 6'-1" 2'-11" 6'-91/2" Washer Dryer E i / I > 15'-91/2" . Vl .da _ d n _ - _ _? - e-._ c _d = _ _ a as ■ Interior W a Elevations .. Master Bathroom 7:, 7 (6DLh1dImY., . „ 1/2 = 1 -0 _ 1/2 = 1 -0 ch I 3 A700 4/21/2020 9:56:34 AM — 6 J ,1® — j Er_ 2_^� mil •ivit , .. .•'-' • (if 1s...• Ili ,. , C ,IW , V 4111.tr . IP '. .,..�.�Air . At U N D E R W D D D &ASSOCIATES,LLC 40 1 — litnn1005 4th Street ' anacortes, washington 98221 'MI 360.588.0471 I �'.+ 4 .+ mike underwood AIA 4 V I - www.underwoodarchitecture.com --:14''''.-. •,-- , tiril . mi I ., 74.(-4" ., , -,..' .., l' a ,yp,h I+ l R.. 3 .:Y Cry ' , - i _ fi 1 IF `wgk1. {yV 1 i ,.....ribriggirmellir maw re,w1A14-,.. /'6 -_ tP IMEI _ I. . a '�`1 , ■ i' ."*- ce — . _,; 9878 Registered I rr!ri-l-r!1 A T I III , -....e i • -_ _- — - -- _ _ Michael G. Underwood jilioit State of Washington ipleopi. fI. • 9/22/21 06 _ Permit Set ''.°AliPilIP- - ,--- -...,--.--- ill I OP' _ . 06 Sit ! .. _ -. . Project name: -:;` Pearia Residence Project Address: Pill. 2007 Bradley Drive Project Year: 2020 Issue Date: 4/8/2020 t o Revisions i•MillNo. Date Description liii —N ,ram t' v lillw •E I Ln - r i w images 7, 3 A900 4/21/2020 9:56:34 AM