The URL can be used to link to this page

Home My WebLink AboutBLD-2026-0017 - RESIDENTIAL INTERIOR ONLY REMODELFIXTURES Qty Mechanical Fixtures 1 Clothes Dryer and Duct 1 Range Hood 1 Stove/Range/Oven 1 Tankless Water Heater 2 Exhaust Fans Qty Plumbing Fixtures PARCEL: P56563 LEGAL DESCRIPTION: LOTS 8 & 9, BLOCK 1906, BARING ADDITION TO ANACORTES, RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON. TOGETHER WITH THE NORTHERLY 1/2 OF THE ALLEY VACATED UNDER ORDINANCE NO. 1727 AND RECORDED UNDER AUDITOR'S FILE NO. 7903200005 WHICH WOULD ATTACH BY OPERATION OF LAW. APPLICANT: McNett, Jeremy 11717 Hummingbird LN Anacortes, WA 98221 360-840-3294 OWNER: FELT CHRISTOPHER P FELT CHERYL A 16839 KAMB ROAD MOUNT VERNON, WA 98273 VALUATIONS: Estimated construction cost 100000.00 $100,000.00 $100,000.00Total: FEES:Paid Due Building Permit Fee $993.75 $0.00 Plan Review Fee $645.94 $0.00 State Building Code Council fee $6.50 $0.00 Mechanical and plumbing remodel fixtures fees $122.60 $0.00 $0.00Totals : REQUIRED INSPECTIONS Fenestration U-Factors Underslab Underground Plumbing Shear Wall and Nailing Framing Drywall or Lath $1,768.79 BLD-2026-0017 RESIDENTIAL INTERIOR ONLY REMODEL ISSUED: EXPIRES: 01/30/2026 01/30/2028 PROJECT NAME: FELT RESIDENCE REMODEL SITE ADDRESS: 4405 OAKES AVE ANACORTES Page 1 of 2Printed by : Jennifer Watson on: 02/04/2026 09:22 AM City of Anacortes, WA 904 6th Street Anacortes, WA 98221 (360) 293-1901 http://cityofanacortes.org/ Please request inspections online through the permit portal. If that is not possible please call (360) 293-1901 for Building or Planning inspections. For Public Works inspections, please call (360) 293-1938. Underfloor Gas Piping Mechanical Rough-In Plumbing Rough-In Insulation Cross Connection or backflow assembly verified Roofing Final Building Final Page 2 of 2Printed by : Jennifer Watson on: 02/04/2026 09:22 AM City of Anacortes, WA RESIDENTIAL INTERIOR ONLY REMODEL BLD-2026-0017 Job:Felt 12th Street Remodel Site:4405 Oaks Avenue Anacortes, WA. 98221 Architect:McNett Architects, LLC Jeremy McNett 11717 Hummingbird Ln Anacortes, WA 98221 Date:4-Jan-26 2021 IRC and IBC Seismic Cat.C Structural Steel A.S.T.M A36 3000.00 psi Fy =36.00 ksi 40.00 ksi Fb =24.00 ksi 1.40 ksi E =29 x 10^6 psi 1.70 ksi 0.90 Foundation Soil Type = 0.90 Allowable Soil Bearing =1500.00 psf 0.70 Fasteners 0.85 Use "Simpson Strong Tie" or Equal. Nails - Use common type. Bolts -A.S.T.M. A307 width weight fb (single)Fv E x 10^6 fc(perp)fc (parallel)grade 2x DF-L #1 1.50 36.3 1000 180 1.70 625 1500 #1 2X DF-L #2 1.50 36.3 900 180 1.60 625 1350 #2 2X DF-L stud 1.50 36.3 700 180 1.40 625 850 #3 (2) 2x DF-L #1 3.00 36.3 1000 180 1.70 625 1500 #1 (2) 2x DF-L #2 3.00 36.3 900 180 1.60 625 1350 #2 4x DF-L #ss 3.50 36.3 1500 180 1.90 625 1700 SS 4x DF-L #1 3.50 36.3 1000 180 1.70 625 1500 #1 4x DF-L #2 3.50 36.3 900 180 1.60 625 1350 #2 6x DF-L #ss 5.50 36.3 1500 170 1.60 625 1700 SS 6x DF-L #1 5.50 36.3 1000 170 1.60 625 1500 #1 6x DF-L #2 5.50 36.3 900 170 1.30 625 1350 #2 3.5" BC GLB 24f 3.50 36.4 2400 265 1.80 1100 1650 24f - V4 5.5" BC GLB 24f 5.50 36.4 2400 265 1.80 1100 1650 24f - V4 3.125" BC GLB 24f 3.13 36.4 2400 265 1.80 1100 1650 24f - V4 5.125" BC GLB 24f 5.13 36.4 2400 265 1.80 1100 1650 24f - V4 6.75" BC GLB 24f 6.75 36.4 2400 265 1.80 1100 1650 24f - V4 1.75" Versa-lam 2.0 1.75 37.0 2800 285 2.00 750 3000 2.0 2800 3.5" Versa-lam 2.0 3.50 37.0 3100 285 2.00 750 3000 2.0 3100 5.25" Versa-lam 2.0 5.25 37.0 3100 285 2.00 750 3000 2.0 3100 7" Versa-lam 2.0 7.00 37.0 3100 285 2.00 750 3000 2.0 3100 Metal Framing anchors, clips, angles, straps, hangers, etc. - soft clay, silt (default) Gravity Analysis Basis of Design Code Concrete: f'c = axial compression = shear = Lumber Properties beam Fy = Dead Load = Live Load = flexure = axial tension = Basis of design psf floor 2 psf deck psf top finish 0.0 none 0.0 none 0.0 substrate (top)0.0 none 0.0 none 0.0 substrate (bottom)0.0 none 0.0 none 0.0 insulation 0.0 none 0.0 none 0.0 16' oc framing 0.0 none 0.0 none 0.0 bottom finish 0.0 none 0.0 none 0.0 pipes / misc 0.0 none 0.0 none 0.0 0.0 total 0.0 none 0.0 psf sloped roof 2 psf roof deck psf top finish 3.5 none 0.0 none 0.0 membraine 1.0 none 0.0 none 0.0 insulation above plywood 0.0 none 0.0 none 0.0 sheathing 2.1 none 0.0 none 0.0 ceiling structure 2.2 none 0.0 none 0.0 R60 insulation 0.9 none 0.0 none 0.0 bottom finish 2.8 none 0.0 none 0.0 drop ceiling 0.0 none 0.0 none 0.0 pipes / misc 1.0 none 0.0 none 0.0 13.5 total 0.0 total 0.0 psf Exterior wall psf outer finish 2.2 hardie siding 2.8 rigid insulation 0.0 none 0.0 fire layer 0.0 none 0.0 substrate 0.0 none 0.0 16' oc framing 1.7 2x6 1.7 insulation 0.2 3" corbond + 6" R 21 batt 0.3 interior finish 2.8 5/8" g.w.b. 2.8 6.9 total 7.6 Interior Wall sloped roof floor 1 none pipes total R60 batt - ceiling 5/8" g.w.b. WALL LOADS total 5/8" osb truss Composition felt none 2x6 R21 sound 5/8" g.w.b. total 1/2" g.w.b. none none none Unit Weights ROOF LOADS FLOOR LOADS none none none none none none none Basis of design Job Felt 12th Street Remodel Beam number:HDR1.xlsm Species /beam type Level: span l 6.00 feet location or line:Master Bay Header repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:1.50 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:180.00 0 E:1.6 x10^6 LL roof 2.0 sf 0 to 4:12 20.0 =40 40 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 2.0 sf 13.5 = 27 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 2.1 = 2 design deflection ∆:0.30 inch 29 snow loads deck 0.0 sf 25.0 = 0 sloped roof 2.0 sf 25.0 = 50 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 40 plf 50 total LL =live load 40 plf uniform w= 79 pfl total DL =dead load 29 plf total S = snow load 50 plf Roof / Deck DL + LL 69 # Combinations =DL+(LLr or Snow)79 # Combo = (largest combination)79 total from above =0 Governing W = 79 # reaction V= R = 237 # try beam height d =5.50 inches 0.34 bd ft 12 # beam moment M = 356 ft / # section modulus S = 8 in^3 check bending Fb= 565 < 900 (design Fb) PASS 1.6 horizontal shear Fv= 43 < 180 (design Fv) PASS 4.2 moment of inertia I = 21 in^4 deflection D= 0.07 inch < 0.30 (design ∆) PASS 4.3 Use Beam = 2x x 5.500 SIMPLE BEAM - Uniform Load Bending Shear Deflection 237 237 4-Jan-26 header Roof / Deck level 1 design factor of safety 2X DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR1.xlsm load +above +above =total axial load reaction -Ra = 237 +0 +0 =237 lbs post a reaction - Rb = 237 +0 +0 =237 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 0.2 in^2 0.2 in^2 Post area = 16.5 in^2 > 0.2 PASS 16.5 in^2 > 0.2 PASS or # full height studs = 2 2 SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR2.xlsm Species /beam type Level: span l 8.25 feet location or line:Living room header repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:5.50 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:170.00 0 E:1.3 x10^6 LL roof 12.0 sf 0 to 4:12 20.0 =240 240 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 12.0 sf 13.5 = 162 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 12.8 = 13 design deflection ∆:0.41 inch 175 snow loads deck 0.0 sf 25.0 = 0 sloped roof 12.0 sf 25.0 = 300 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 240 plf 300 total LL =live load 240 plf uniform w= 475 pfl total DL =dead load 175 plf total S = snow load 300 plf Roof / Deck DL + LL 415 # Combinations =DL+(LLr or Snow)475 # Combo = (largest combination)475 total from above =0 Governing W = 475 # reaction V= R = 1,959 # try beam height d =9.25 inches 2.91 bd ft 106 # beam moment M = 4,040 ft / # section modulus S = 78 in^3 check bending Fb= 618 < 900 (design Fb) PASS 1.5 horizontal shear Fv= 58 < 170 (design Fv) PASS 2.9 moment of inertia I = 363 in^4 deflection D= 0.10 inch < 0.41 (design ∆) PASS 3.9 Use Beam = 6x x 9.250 SIMPLE BEAM - Uniform Load Bending Shear Deflection 1,959 1,959 4-Jan-26 header Roof / Deck level 1 design factor of safety 6x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR2.xlsm load +above +above =total axial load reaction -Ra = 1,959 +0 +0 =1,959 lbs post a reaction - Rb = 1,959 +0 +0 =1,959 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 1.5 in^2 1.5 in^2 Post area = 16.5 in^2 > 1.5 PASS 16.5 in^2 > 1.5 PASS or # full height studs = 2 2 SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR3.xlsm Species /beam type Level: span l 6.00 feet location or line:Living room header repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:5.50 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:170.00 0 E:1.3 x10^6 LL roof 14.0 sf 0 to 4:12 20.0 =280 280 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 14.0 sf 13.5 = 189 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 10.1 = 10 design deflection ∆:0.30 inch 199 snow loads deck 0.0 sf 25.0 = 0 sloped roof 14.0 sf 25.0 = 350 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 280 plf 350 total LL =live load 280 plf uniform w= 549 pfl total DL =dead load 199 plf total S = snow load 350 plf Roof / Deck DL + LL 479 # Combinations =DL+(LLr or Snow)549 # Combo = (largest combination)549 total from above =0 Governing W = 549 # reaction V= R = 1,647 # try beam height d =7.25 inches 1.66 bd ft 60 # beam moment M = 2,471 ft / # section modulus S = 48 in^3 check bending Fb= 615 < 900 (design Fb) PASS 1.5 horizontal shear Fv= 62 < 170 (design Fv) PASS 2.7 moment of inertia I = 175 in^4 deflection D= 0.07 inch < 0.30 (design ∆) PASS 4.3 Use Beam = 6x x 7.250 SIMPLE BEAM - Uniform Load Bending Shear Deflection 1,647 1,647 4-Jan-26 header Roof / Deck level 1 design factor of safety 6x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR3.xlsm load +above +above =total axial load reaction -Ra = 1,647 +0 +0 =1,647 lbs post a reaction - Rb = 1,647 +0 +0 =1,647 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 1.2 in^2 1.2 in^2 Post area = 16.5 in^2 > 1.2 PASS 16.5 in^2 > 1.2 PASS or # full height studs = 2 2 SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR4.xlsm Species /beam type Level: span l 6.00 feet location or line:dining area repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:3.50 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:180.00 0 E:1.6 x10^6 LL roof 3.0 sf 0 to 4:12 20.0 =60 60 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 3.0 sf 13.5 = 41 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 4.9 = 5 design deflection ∆:0.30 inch 45 snow loads deck 0.0 sf 25.0 = 0 sloped roof 3.0 sf 25.0 = 75 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 60 plf 75 total LL =live load 60 plf uniform w= 120 pfl total DL =dead load 45 plf total S = snow load 75 plf Roof / Deck DL + LL 105 # Combinations =DL+(LLr or Snow)120 # Combo = (largest combination)120 total from above =0 Governing W = 120 # reaction V= R = 361 # try beam height d =5.50 inches 0.80 bd ft 29 # beam moment M = 542 ft / # section modulus S = 18 in^3 check bending Fb= 368 < 900 (design Fb) PASS 2.4 horizontal shear Fv= 28 < 180 (design Fv) PASS 6.4 moment of inertia I = 49 in^4 deflection D= 0.05 inch < 0.30 (design ∆) PASS 6.6 Use Beam = 4x x 5.500 SIMPLE BEAM - Uniform Load Bending Shear Deflection 361 361 4-Jan-26 header Roof / Deck level 1 design factor of safety 4x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR4.xlsm load +above +above =total axial load reaction -Ra = 361 +0 +0 =361 lbs post a reaction - Rb = 361 +0 +0 =361 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 0.3 in^2 0.3 in^2 Post area = 16.5 in^2 > 0.3 PASS 16.5 in^2 > 0.3 PASS or # full height studs = 2 2 SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR5.xlsm Species /beam type Level: span l 3.00 feet location or line:dining area repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:3.00 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:180.00 0 E:1.6 x10^6 LL roof 3.0 sf 0 to 4:12 20.0 =60 60 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 3.0 sf 13.5 = 41 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 4.2 = 4 design deflection ∆:0.15 inch 45 snow loads deck 0.0 sf 25.0 = 0 sloped roof 3.0 sf 25.0 = 75 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 60 plf 75 total LL =live load 60 plf uniform w= 120 pfl total DL =dead load 45 plf total S = snow load 75 plf Roof / Deck DL + LL 105 # Combinations =DL+(LLr or Snow)120 # Combo = (largest combination)120 total from above =0 Governing W = 120 # reaction V= R = 179 # try beam height d =5.50 inches 0.34 bd ft 12 # beam moment M = 135 ft / # section modulus S = 15 in^3 check bending Fb= 107 < 900 (design Fb) PASS 8.4 horizontal shear Fv= 16 < 180 (design Fv) PASS 11.0 moment of inertia I = 42 in^4 deflection D= 0.00 inch < 0.15 (design ∆) PASS 45.8 Use Beam = (2) 2x x 5.500 SIMPLE BEAM - Uniform Load Bending Shear Deflection 179 179 4-Jan-26 header Roof / Deck level 1 design factor of safety (2) 2x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR5.xlsm load +above +above =total axial load reaction -Ra = 179 +0 +0 =179 lbs post a reaction - Rb = 179 +0 +0 =179 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 0.1 in^2 0.1 in^2 Post area = 16.5 in^2 > 0.1 PASS 16.5 in^2 > 0.1 PASS or # full height studs = #N/A #N/A SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR6.xlsm Species /beam type Level: span l 3.00 feet location or line:dining area repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:3.00 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:180.00 0 E:1.6 x10^6 LL roof 3.0 sf 0 to 4:12 20.0 =60 60 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 3.0 sf 13.5 = 41 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 4.2 = 4 design deflection ∆:0.15 inch 45 snow loads deck 0.0 sf 25.0 = 0 sloped roof 3.0 sf 25.0 = 75 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 60 plf 75 total LL =live load 60 plf uniform w= 120 pfl total DL =dead load 45 plf total S = snow load 75 plf Roof / Deck DL + LL 105 # Combinations =DL+(LLr or Snow)120 # Combo = (largest combination)120 total from above =0 Governing W = 120 # reaction V= R = 179 # try beam height d =5.50 inches 0.34 bd ft 12 # beam moment M = 135 ft / # section modulus S = 15 in^3 check bending Fb= 107 < 900 (design Fb) PASS 8.4 horizontal shear Fv= 16 < 180 (design Fv) PASS 11.0 moment of inertia I = 42 in^4 deflection D= 0.00 inch < 0.15 (design ∆) PASS 45.8 Use Beam = (2) 2x x 5.500 SIMPLE BEAM - Uniform Load Bending Shear Deflection 179 179 4-Jan-26 header Roof / Deck level 1 design factor of safety (2) 2x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR6.xlsm load +above +above =total axial load reaction -Ra = 179 +0 +0 =179 lbs post a reaction - Rb = 179 +0 +0 =179 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 0.1 in^2 0.1 in^2 Post area = 16.5 in^2 > 0.1 PASS 16.5 in^2 > 0.1 PASS or # full height studs = #N/A #N/A SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR7.xlsm Species /beam type Level: span l 6.00 feet location or line:Family room over patio door repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:5.50 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:170.00 0 E:1.3 x10^6 LL roof 12.0 sf 0 to 4:12 20.0 =240 240 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 12.0 sf 13.5 = 162 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 10.1 = 10 design deflection ∆:0.30 inch 172 snow loads deck 0.0 sf 25.0 = 0 sloped roof 12.0 sf 25.0 = 300 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 240 plf 300 total LL =live load 240 plf uniform w= 472 pfl total DL =dead load 172 plf total S = snow load 300 plf Roof / Deck DL + LL 412 # Combinations =DL+(LLr or Snow)472 # Combo = (largest combination)472 total from above =0 Governing W = 472 # reaction V= R = 1,416 # try beam height d =7.25 inches 1.66 bd ft 60 # beam moment M = 2,124 ft / # section modulus S = 48 in^3 check bending Fb= 529 < 900 (design Fb) PASS 1.7 horizontal shear Fv= 53 < 170 (design Fv) PASS 3.2 moment of inertia I = 175 in^4 deflection D= 0.06 inch < 0.30 (design ∆) PASS 4.9 Use Beam = 6x x 7.250 SIMPLE BEAM - Uniform Load Bending Shear Deflection 1,416 1,416 4-Jan-26 header Roof / Deck level 1 design factor of safety 6x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR7.xlsm load +above +above =total axial load reaction -Ra = 1,416 +0 +0 =1,416 lbs post a reaction - Rb = 1,416 +0 +0 =1,416 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 1.0 in^2 1.0 in^2 Post area = 16.5 in^2 > 1.0 PASS 16.5 in^2 > 1.0 PASS or # full height studs = 2 2 SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR8.xlsm Species /beam type Level: span l 2.00 feet location or line:master bath repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:3.00 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:180.00 0 E:1.6 x10^6 LL roof 12.0 sf 0 to 4:12 20.0 =240 240 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 12.0 sf 13.5 = 162 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 4.2 = 4 design deflection ∆:0.10 inch 166 snow loads deck 0.0 sf 25.0 = 0 sloped roof 12.0 sf 25.0 = 300 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 240 plf 300 total LL =live load 240 plf uniform w= 466 pfl total DL =dead load 166 plf total S = snow load 300 plf Roof / Deck DL + LL 406 # Combinations =DL+(LLr or Snow)466 # Combo = (largest combination)466 total from above =0 Governing W = 466 # reaction V= R = 466 # try beam height d =5.50 inches 0.23 bd ft 8 # beam moment M = 233 ft / # section modulus S = 15 in^3 check bending Fb= 185 < 900 (design Fb) PASS 4.9 horizontal shear Fv= 42 < 180 (design Fv) PASS 4.2 moment of inertia I = 42 in^4 deflection D= 0.00 inch < 0.10 (design ∆) PASS 39.7 Use Beam = (2) 2x x 5.500 SIMPLE BEAM - Uniform Load Bending Shear Deflection 466 466 4-Jan-26 header Roof / Deck level 1 design factor of safety (2) 2x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR8.xlsm load +above +above =total axial load reaction -Ra = 466 +0 +0 =466 lbs post a reaction - Rb = 466 +0 +0 =466 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 0.3 in^2 0.3 in^2 Post area = 16.5 in^2 > 0.3 PASS 16.5 in^2 > 0.3 PASS or # full height studs = #N/A #N/A SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 Job Felt 12th Street Remodel Beam number:HDR9.xlsm Species /beam type Level: span l 6.00 feet location or line:master transoms repetitive no Type: Fb load modifier normal load Use: 1" deflection in 240 inches description area type load plf Beam Width b:3.50 inch Live Loads weight per foot: 36.3 lbs LL floor 0.0 sf residential 40.0 =0 LL attic 0.0 sf ordinary 10.0 =0 Fv:180.00 0 E:1.6 x10^6 LL roof 3.0 sf 0 to 4:12 20.0 =60 60 fc (perpend.):625 Dead Loads fc (post):1350 floor 1 0.0 sf 0.0 =0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 0.0 = 0 Fb:900 sloped roof 3.0 sf 13.5 = 41 load modifier (lm):1.00 sloped roof 2 0.0 sf 0.0 = 0 repetitive factor (rf):1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 lf 6.9 = 0 Exterior wall 0.0 lf 7.6 = 0 Beam 1.0 @ 4.9 = 5 design deflection ∆:0.30 inch 45 snow loads deck 0.0 sf 25.0 = 0 sloped roof 3.0 sf 25.0 = 75 sloped roof 2 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR =roof live load 60 plf 75 total LL =live load 60 plf uniform w= 120 pfl total DL =dead load 45 plf total S = snow load 75 plf Roof / Deck DL + LL 105 # Combinations =DL+(LLr or Snow)120 # Combo = (largest combination)120 total from above =0 Governing W = 120 # reaction V= R = 361 # try beam height d =5.50 inches 0.80 bd ft 29 # beam moment M = 542 ft / # section modulus S = 18 in^3 check bending Fb= 368 < 900 (design Fb) PASS 2.4 horizontal shear Fv= 28 < 180 (design Fv) PASS 6.4 moment of inertia I = 49 in^4 deflection D= 0.05 inch < 0.30 (design ∆) PASS 6.6 Use Beam = 4x x 5.500 SIMPLE BEAM - Uniform Load Bending Shear Deflection 361 361 4-Jan-26 header Roof / Deck level 1 design factor of safety 4x DF-L #2 DF-L #2 ^3 12 * ^ ∗ 1.5 ^ ℎ2 6 2 R1 R2 Job Felt 12th Street Remodel Beam number:HDR9.xlsm load +above +above =total axial load reaction -Ra = 361 +0 +0 =361 lbs post a reaction - Rb = 361 +0 +0 =361 lbs post b unsupported l =8.0 ft 8.0 ft post material =(2) 2x DF-L #2 fc (post) = 1350 fc (post):1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 32.0 < 50.0 PASS 32.0 < 50.0 PASS cross sec. req. = 0.3 in^2 0.3 in^2 Post area = 16.5 in^2 > 0.3 PASS 16.5 in^2 > 0.3 PASS or # full height studs = 2 2 SIMPLE BEAM - Uniform Load (cont.) Posts and Connections (2) 2x DF-L #2 post R2post R1 MCNETT ARCHITECTS, LLC January 25, 2026 City of Anacortes Building Services 904 6th Street Anacortes, WA. 98221 Project Site: 4405 Oakes Avenue Anacortes, WA. 98221 Re: Comments Response: Below are responses to the Plan Review Comments Received. 1. The energy code defines this project as an addition. Based on the square footage, two energy credits are required. Please choose a minimum of two credits and show them on the plans. a. RESPONSE: Please see revised energy credit notes on the title sheet and the added note for an ERV on the floor plan sheet. 2. How will the new space be heated? a. RESPONSE: The existing furnace ductwork will be extended to the bedroom area. The existing ducts are already in the vicinity. Please let me know if you have any additional comments or questions, Best Regards, Jeremy McNett Architect PROJECT DIRECTORY BUILDING INFORMATION GENERAL NOTES CODESPROJECT DESCRIPTION 1. This project consists of an interior remodel of an existing single-family residence. The existing single car garage will be converted to living space. 1. Residential 2021 IRC 2. Mechanical 2021 IMC 3. Plumbing: 2021 UPC 4. Energy Code: 2021 WSEC 1. These notes are general in nature and are intended to set the minimum standards for construction. Any conditions, if discovered, which are not clear or are different than required by code or site conditions shall be brought to the attention of the architect immediately. The contractor shall verify all dimensions and conditions on all sheet drawings and in the field, and notify the architect of any discrepancies before proceeding. 2. Specific notes and details shall take precedence over general notes and typical details. 3. Dimensions shall supersede scale, and are measured from edge of stud. 4. All work shall conform to the latest approved editions of the standards listed in "codes" above. 5. Errors, omissions, and discrepancies, if any, shall be referred to the Architect immediately for direction of how to proceed. 6. Verify all rough-in dimensions for equipment plans provided by others (design/build sub-contractors). Provide block-outs, blocking, backing and jacks required for ducts, pipes, conduits, equipment, fixtures, and cabinets. Verify size and locations. 7. Verify location of all existing utilities including but not limited to sewer, septic, water, gas, power, and telephone/data. Cap, mark, and protect. 8. Details are inteded to show the intent of the design. Minor modification may be required to suit the field dimensions or conditions and such modifications shall be included as part of the work of the contract. 9. Separate permits are required for Plumbing, Mechanical, Electrical, Fire Sprinkler, Fire Alarm systems, and Signage (if applicable). 10. All exposed exterior sheet metal shall be galvanized, primed, and painted. 11. All wood in contact with concrete shall be pressure treated. Pressure treated wood shall be used for wood members which form the structural support of balconies, decks, or porches, etc. when such members are exposed to the weather. 12. Slope all decks, patios, and walkways aware from the building a minimum of 1/8" per foot for positive drainage away from the structure. 13. Provide expansion control joints in all concrete slabs as required to control cracking, saw cut all slabs as required. 14. Provide fire blocking, draftstops, and firestops in attics, floors, and wall cavities as required per the IRC. 15. Roof drains and overflow drains shall comply with the IPC & IRC and wall cavities as required per the IRC. 16. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar condition or character to details shown, similar details of construction shall be used subject to review by the Architect. 17. Contractor shall be responsible for all safety precautions and the means, methods, techniques, sequences or procedures required to perform the work in a safe manner. 18. Contractor shall retain one set of plans to note and document all changes during construction as well as a log of changes including summary of why there is a change. These documents shall be a part of the Contractor's close-out package to the Owner. The close-out package shall include shop drawings, product literature, equipment manuals and warranty information, and all other supporting documents associated with the facility. 19. Contractor shall provide solid blocking for nailing all interior and exterior trims, finishes, fixtures, and finishes. The Contractor shall provide all necessary framing and bracing for the installation of Owner furnished items such as signage, art, etc. 20. Where existing or completed work is damaged, cut, or defaced due to performance of new work, the Contractor shall patch and repair same to match adjacent surfaces. Repaired finishes shall be extended to the nearest visual break lines such as corners, ceilings, top of base or similar. 21. The Contractor shall consult plans of all trades, including design/build documents to verify size, weight, power, location, and other requirements for those items to be installed prior to commencement of work. 22. Building Envelope: A. Slab Insulation shall conform to the specifications and, if exposed, shall be permanently protected against damage from all sources. B. All insulation shall meet the minimum thickness and density as prescribed in the plans. Insulation shall be installed accordint to the manufacturer's recommendations. C. Doors and glazing shall meet or be less than U-Values shown in the plan. D. Air leakage is controlled by sealing or caulking all joints and gaps in framing and building components. Sealants shall be of the non- hardening type. E. Wall, Ceiling, and Slab insulation shall be as called out on the approved plans and shall conform to the energy code standards regarding densities and R-Values. An appropriate moisture barrier shall be continuous and sealed. CITY OF ANACORTES ZONING CODE Owner: Chris & Cheryl Felt 16839 Kamb Road Mount Vernon, WA. 98273 360-661-4176 cascadebd@live.com Architect: McNett Architects, LLC 11717 Hummingbird Ln Anacortes, WA 98221 Jeremy McNett, Architect 360-840-3294 jeremy@mcnettarchitecture.com Contractor: Cascade Building Design Chris Felt 360-661-4176 cascadebd@live.com Site Address: 4405 Oakes Avenue Anacortes, WA 98221 Parcel Number: P56563 Fire District: City of Anacortes Zone: R2 FEMA Flood Plain: Zone C, Areas of minimal flooding. Panel 530151 0050 C Section: 22 Township: 35 Range: 01 Legal Description: LOTS 8 & 9, BLOCK 1906, BARING ADDITION TO ANACORTES, RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON. TOGETHER WITH THE NORTHERLY 1/2 OF THE ALLEY VACATED UNDER ORDINANCE NO. 1727 AND RECORDED UNDER AUDITOR'S FILE NO. 7903200005 WHICH WOULD ATTACH BY OPERATION OF LAW. Building Areas: Existing Living Area: 1,262 sq. ft. Existing Garage Area: 240 sq. ft. (to be converted to living space) Existing Driveway: 1,140 sq. ft. Building Height: 13' - 10" +/- Site Area: 7,080 sq. ft. Lot Coverage by Building: 1,502 sq. ft. / 7,080 sq. ft. = 21.2% < 35% (no change) Total Impervious Area Lot Coverage: 1,502 sq. ft. + 1,140 sq. ft. = 2,642 sq. ft. = 37.3% (no change) 23. The Contractor shall consult coordinate pre-construction meetings with the Owner, Sub-Contractor, and Architect prior to commencing work for the following trades to confirm scope, materials, locations, etc. Additional pre-con meetings may be requested by Owner request. 1. Site Work 2. Foundation Forming 3. Rough Framing 4. Electrical 5. Mechanical 6. Insulation 7. Roofing 8. Landscaping 24. All 2021 WSEC options shown on the title sheet are general in nature. The Owner, the Contractor, and the sub-contractors are to review all Energy Code Options in the 2021 WSEC, Table R406.3 and confirm options shown on the Title Sheet are being installed OR choose alternate options keeping in mind that the options chosen must equal the requried points for the type and size of dwelling unit built. Zoning Category: R2, Residential Low Density 2 Permitted uses: detached single family dwelling units Form & Intensity Standards: Min. Lot Size: 7,500 sq. ft. Max. Lot Coverage: 35% Min. Landscape area: 20% Max. Height: 35% Street Setback: 20 ft. Interior Side Setback: 5 ft. Rear Setback: 20 ft. 2021 ENERGY CODE NOTES This building is governed by the 2021 WSEC, Prescriptive Energy Code, for Single Family and Duplex Housing. Additions 150 square feet to 500 square feet Energy Credit Requirements: Energy Credit Requirements:2.0 points Energy Credits Proposed:2.0 points Water heating system shall include one of the following: Energy Star rated gas or propane water heater with a minimum UEF of 0.91. 5.4 of Table 406.3: Efficient Water Heater Option: 1.0 Energy Credits Compliance base on R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum at 50 pascals or for R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 25 cfm/sf maximum at 50 pascals. and All whole house ventilation requirements as determined by Section M1505.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.65. To Qualify to claim this credit, the building permit drawings shall specify the option being selected, the maximum tested building air leakage, and shall show the qualifying ventilation system and it's control sequence of operation. 2.1 of Table 406.3: Air Leakage Control and Efficient Ventilation Options: 1.0 Energy Credits Min. R and U Values per 2021 WSEC Attic/Roof Insulation: Provide R-60 insulation at standard framed roof trusses. Above Grade Walls: Provide 2x6 studs at 16" o.c. with R-21 Insulation Floor above unconditioned space/crawl: Provide R-30 insulation at the joist cavity. Floor at Slab: Provide R-10 insulation at inside of foundation perimeter. Windows: Provide windows with a minimum U-Factor of: 0.30 Welded Wire Fabric Water Proof Without Wood Water Closet With Washer Vestibule Vertical Vinyl Composition Tile Varies Unless Noted Otherwise Typical Television Top Of Slab Thick Tongue & Groove Top Of Curb Top of Footing Tread Suspended Storm Sewer Storage Steel Standard Stainless Steel Square Specification Similar Sheathing Square Feet Section Solid Core F.e. Fur. Ft. F.o.s. F.o.c. Fnd. FLR F.f. Fin. FD Ext. Exist. Equip. EQ Elev. Elec. EL Ea. DW Dtl. DS Dn. Df Dbl. D. Cont. Constr. Conc. Col. CMU Clkg. C.j. Cdr. Cab. BWP Btm. B.O. Blk Bld. Alt. A.f.f. Adj. Add. Ac. A.b. Anchor Bolts Acoustical Addition Adjustable / Adjacent Above Finished Floor Alternate Building Block By Owner Bottom Braced Wall Panel Cabinet Cedar Control Joint Caulking Concrete Masonry Unit Column Concrete Construction Continuous Dryer Double Douglas Fir Down Downspout Detail Dishwasher Washer Each Elevation Electrical Elevator Equal Equipment Existing Exterior Floor Drain Finish Finished Floor Floor Foundation Face Of Concrete Face Of Studs Foot Or Feet Furring Fire Extinguisher SC Sect. SF Shtg. Sim. Spec. Sq. SS Std. Stl. Stor. SS Susp. T. TOF TOC T&G Thk. TOS Tv Typ. UNO Var. VCT Vert. Vest. W. W/ WC WD W/O WP WWF This Is A Standard List Of Abbreviations Used By This Office. Items Listed May Or May Not Be Used On This Set Of Drawings. B.U.C. Built Up Column FS Finished Slab C.L.Centerline (e) Existing Top Of WallTOW A B C D E F S T U V W Jst. Jt. Int. Insul. Hr. Horiz. HC HB GWB Gr. Glu-lam Galv. Ga.Gauge Galvanized Glue Laminated Grade Gypsum Wallboard Hose Bib Hollow Core Horizontal Hour Insulation Interior Joint Joist GLB Glue Lam Beam G H I J Hdr. Header Rough Opening Room Required Reference Roof Drain Radius Riser Pressure Treated Pair Plywood Plastic Laminate Opening Owner Furnish / Contractor Installed On Center Not To Scale Not In Contract Metal Mirror Minimum Membrane Mechanical Machine Bolt Maximum Material Lav. Kit.Kitchen Lavatory Mat. Max. M.b. Mech. Memb. Min. Mir. Mtl. NIC NTS OC OFCI Opng. P-lam Ply PR PT R. Rad., R R.d. Ref. Reqd. Rm. RO New(n) K L M N O P R PERMIT SET FELT RESIDENCE REMODEL SITE LOCATION N pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 TITLE SHEET & PROJECT INFORMATION A0.0 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author Architectural Sheet List Sheet Number Sheet Name A0.0 TITLE SHEET & PROJECT INFORMATION A1.1 ARCHITECTURAL SITE PLAN A2.1 EXISTING & NEW FOUNDATION PLAN A3.1 EXISTING FLOOR PLAN & DEMOLITION PLAN A3.2 PROPOSED FLOOR PLAN A3.3 LATERAL PLAN, CALCULATIONS, & DETAILS A4.1 ROOF PLAN & HEADER CALLOUTS A6.1 EXTERIOR ELEVATIONS SP1 GENERAL NOTES Grand total: 9 1" = 1'-0"A Vicinity Map 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 1 1-25-26 Revised Energy Code Calculations to include 2 energy credit options 1 N 2 0' - 0 " 20' - 0" 5 ' - 0 " 5 ' - 0 " S I D E Y A R D S I D E Y A R D F RON T S E T B A C K R EA R S E T B A C K 7 0 ° 2 7' 0 0 " 6 0 .0 0'N E 1 9 ° 3 3 ' 0 0 " 1 1 8 . 0 0 ' S E 1 9 ° 3 3 ' 0 0 " 1 1 8 . 0 0 ' S E 7 0 ° 2 7' 0 0 " 6 0 .0 0'S W EXISTING CONCRETE DRIVEWAY ENTRY R E A R D O O R B A C K Y A R D - L A W N /L A N D S C A P I N G /G A R D E N R E S I D E N C E PROPERTY CORNER P ROP E R T Y LI N E P R O P ERT Y L I N E P R O P E R T Y L I N E P R O P E R T Y L I N E E XI STIN G D R I V E WAY O A K E S A V E N U E E X I S T I N G S I D E W A L K A P PROXI MAT E 2 9' - 0" (E) POWER POLE OH POWER LINE (E) WATER METER (APPROX). ( E) W A T E R NEW 144 SQ. FT. CONCRETE PATIO PROVIDE SILT FENCE AS NECESSARY FOR PROTECTION OF SEDIMENT DEPOSITION TO ADJACENT AREAS PER BMP C233 DURING CONSTRUCTION, LAY STRAW OVER MUDDY AREAS FOR EROSION CONTROL, BMP 5 (E) SEWER CONTRACTOR TO VERIFY ALL UTILITIES AS NECESSARY BUILDING INFORMATION Owner: Chris & Cheryl Felt 16839 Kamb Road Mount Vernon, WA. 98273 360-661-4176 cascadebd@live.com Site Address: 4405 Oakes Avenue Anacortes, WA 98221 Parcel Number: P56563 Fire District: City of Anacortes Zone: R2 FEMA Flood Plain: Zone C, Areas of minimal flooding. Panel 530151 0050 C Section: 22 Township: 35 Range: 01 Legal Description: LOTS 8 & 9, BLOCK 1906, BARING ADDITION TO ANACORTES, RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON. TOGETHER WITH THE NORTHERLY 1/2 OF THE ALLEY VACATED UNDER ORDINANCE NO. 1727 AND RECORDED UNDER AUDITOR'S FILE NO. 7903200005 WHICH WOULD ATTACH BY OPERATION OF LAW. Building Areas: Existing Living Area: 1,262 sq. ft. Existing Garage Area: 240 sq. ft. (to be converted to living space) Existing Driveway: 1,140 sq. ft. Building Height: 13' - 10" +/- Site Area: 7,080 sq. ft. Lot Coverage by Building: 1,502 sq. ft. / 7,080 sq. ft. = 21.2% < 35% (no change) Total Impervious Area Lot Coverage: 1,502 sq. ft. + 1,140 sq. ft. = 2,642 sq. ft. = 37.3% (no change) NOTE: 1. THIS IS NOT A SURVEY. THE SITE DRAWING WAS CREATED USING RESEARCH MATERIAL, RECORDED PLATS, AND GIS MAPPING. SHEET NOTES pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 ARCHITECTURAL SITE PLAN A1.1 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 1" = 10'-0"1 SITE PLAN 1. COORDINATE WITH MECHANICAL AND ELECTRICAL FOR LOCATIONS AND SIZES OF FOUNDATION / SLAB BLOCK-OUTS. 2. FASTENERS: METAL ELEMENTS INCLUDING, CONNECTORS, MUST USE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT WITH ACZA PRESSURE TREATED MATERIALS. [R319.3] -SEE 37/SP1 3. TRUSSES: ALL CONCENTRATED LOADS FROM ROOF TRUSSES MUST BE TRANSFERRED TO THE FOUNDATION WITH A BUILT-UP POST AND FOOTING AS REQUIRED. VERIFY LOCATIONS WITH TRUSS ENGINEER. 4. SEE LATERAL SHEETS A3.3 FOR ADDITIONAL STRUCTURAL CALLOUTS, NOTES, AND DETAILS AND HOLDOWN LOCATIONS. 5. VERIFY TOP OF STEM WALL AT RESIDENCE AND GARAGE. GARAGE CONCRETE WALLS TO BE 2.25" HIGHER. IF MADE FLUSH WITH RESIDENCE WALLS, THEN GARAGE WALL FRAMING TO BE 2.25" TALLER TO ALIGN WITH TOP PLATES OF RESIDENCE WALLS. SHEATH FLOOR WITH 3/4 T&G SHEATHING. NAIL WITH 8D AT 6" O.C. AT PANEL EDGES AND 8D AT 12" O.C. AT INTERMEDIATE SUPPORTS 10 MIL POLYETHYLENE SHEET (MINIMUM CLASS I VAPOR RETARDER) OVER SLAB AND UP WALL MIN. 3" OR LIQUID-APPLIED CONCRETE SEALER/VAPOR BARRIER (LIKE AN EPOXY OR URETHANE MOISTURE MITIGATION COATING) OR BOTH P.T. 2X4 SLEEPERS AT 48" O.C. 2X FLOOR JOISTS AT 16" O.C. -FLOOR JOISTS W/ SHEATHING TO BE SIZED TO ALIGN WITH SUB- FLOOR OF EXISTING FLOOR SYSTEM TIE NEW WASTE LINES TO EXISTING SS IN CRAWL USE PRESSURE TREATED MATERIAL WHERE LESS THAN 18" ABOVE GRADE AND/OR IN CONTACT WITH CONCRETE CAN USE 2X8 P.T. FLOOR JOISTS SISTERED TO MAIN FLOOR JOISTS AT A 2/3 RATIO (24" CANTILEVER -NEED MIN. 48" BACKSPAN) POUR A CONCRETE CURB OR THICKENED EDGE SLAB EXTENSION FOR RODENT CONTROL - FLOOR JOISTS CAN CANTILEVER -NEW WALLS ABOVE TO TERMINATE AT UNDERSIDE OF EXISTING ROOF EAVE F5 F1 12 ' - 0 " 12' - 0" 4" CONCRETE SLAB CENTERED OFF OF NEW PATIO DOOR FROM FAMILY ROOM TO BACKYARD A2.1 B C A2.1 NOTE: NOT ALL EXISTING FOUNDATION CONDITIONS ARE SHOWN (JOISTS, GIRDERS, ETC). DRAWING SHOWN IS FOR GENERAL LAYOUT ONLY. CONFIRM DIMENSIONS PRIOR TO COMMENCING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 12' - 0"14' - 0" 3' - 9 " 25 ' - 6 " 24' - 0" 41 ' - 9 " 20 ' - 0 " 50' - 0" 15# building paper or vapor barrier concrete slab patio/porch -slope away from structure for positive drainage metal flashing -extend 12" below top of stem wall existing foundation, floor and wall assembly (2) #4's continuous 4" conc. slab over 6 mil vapor barrier on 2" gravel bed grade 6" 8" 1' - 0" grade existing 2x stud wall caulk at concrete slab and sill plate existing concrete slab seal cracks with a concrete repair epoxy or hydraulic cement existing foundation to remain 10 mil polyethylene sheet (minimum Class I vapor retarder) over slab and up wall min. 3" or liquid- applied concrete sealer/vapor barrier (like an epoxy or urethane moisture mitigation coating) or both 3/4" t&g plywood, glue and nail to supporting members p.t. 2x4 sleepers at 48" o.c. 2x floor joists at 16" o.c. -floor joists w/ sheathing to be sized to align with sub- floor of existing floor system provide R30 rockwool insulation (min. -fill void) blocking at floor line and gwb nailer provide R21 rockwool insulation new wall per plan existing foundation and floor system Provide a minimum of (3) 2.5" x 0.15 SP Series Ramset powder fasteners at each sill plate -first fastener to be within 12" of the end and then provide pins at a maximum distance of 48" o.c. SHEET NOTES pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 EXISTING & NEW FOUNDATION PLAN A2.1 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 Foundation Legend Key Value Keynote Text F1 Coordinate with mechanical and electrical for locations and sizes of foundation / slab blockouts F5 Metal Fasteners and other elements including connectors, must be hot-dipped galvanized metal when in contact with ACZA pressure treated materials. see 37/SP1 1/4" = 1'-0"2 NEW FOUNDATION PLAN 3 FOUNDATION MODEL 1/8" = 1'-0"4 EXISTING FOUNDATION PLAN EXISTING FOUNDATION AND FLOOR SYSTEM EXISTING GARAGE SLAB -APPROX. 16" BELOW LIVING AREA FLOOR NEW PATIO AT REAR YARD - EXTENTS/DIMENSIONS MAY BE FIELD MODIFIED AS NEEDED NEW CONCRETE SLAB LANDING AT REAR UTILITY ROOM DOOR 3/4" = 1'-0"A FOUNDATION AT EXTERIOR SLAB 3/4" = 1'-0"B THICKENED EDGE DETAIL 3/4" = 1'-0"C DETAIL AT NEW FLOOR OVER SLAB REF. W D REF. W D DEMOLITION GENERAL NOTES: 1. ROUGH OPENINGS: CONTRACTOR SHALL FIELD-VERIFY ALL ROUGH OPENINGS FOR NEW GLAZED WINDOW UNITS INDICATED ON THE DRAWINGS PRIOR TO COMMENCING ANY CUTTING OR STRUCTURAL MODIFICATIONS. 2. MEP REMOVALS: REMOVE ALL EXISTING LIGHT FIXTURES, SWITCHES, MECHANICAL COMPONENTS, AND ASSOCIATED SYSTEMS IN AFFECTED AREAS AS NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. COORDINATE REMOVALS WITH THE ARCHITECTURAL AND ENGINEERING DRAWINGS. 3. UTILITY CAP-OFF: CAP ALL EXISTING UTILITIES—INCLUDING ELECTRICAL, WATER, AND GAS—AT THEIR SOURCE AS REQUIRED UPON COMPLETION OF DEMOLITION ACTIVITIES. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND UTILITY COMPANY REQUIREMENTS. 4. INTERIOR GWB REMOVAL: REMOVE EXISTING GYPSUM WALLBOARD (GWB) FROM WALLS AND CEILINGS WHERE INDICATED ON THE DRAWINGS. EXERCISE CARE TO AVOID DAMAGE TO COMPONENTS TO REMAIN. 5. FLOORING AND TRIM REMOVAL: REMOVE ALL EXISTING FLOOR FINISHES AND BASE, CASING, AND OTHER FINISH TRIM ELEMENTS AS REQUIRED FOR NEW CONSTRUCTION. 6. EXISTING CONDITIONS VERIFICATION: CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES, AND EXISTING CONDITIONS SHOWN IN THE DRAWINGS. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT’S ATTENTION FOR REVIEW AND RESOLUTION PRIOR TO PROCEEDING. 7. SHORING AND BRACING: PROVIDE ADEQUATE SHORING AND BRACING PRIOR TO THE REMOVAL OF ANY STRUCTURAL COMPONENTS OR THE IMPOSITION OF ANY NEW LOADS. TEMPORARY SUPPORTS SHALL REMAIN IN PLACE UNTIL PERMANENT CONSTRUCTION IS INSTALLED AND APPROVED. 8. DEBRIS MANAGEMENT: DEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED AND SHALL NOT BE ALLOWED TO ACCUMULATE IN A MANNER THAT MAY OVERLOAD OR COMPROMISE THE INTEGRITY OF THE EXISTING STRUCTURE. 9. NOTIFICATION TO OWNER: NOTIFY THE OWNER IMMEDIATELY UPON DISCOVERY OF ANY UNKNOWN CONDITIONS, SAFETY CONCERNS, OR OTHER ISSUES ENCOUNTERED DURING DEMOLITION. 10. ARCHITECTURAL NOTIFICATION: NOTIFY THE ARCHITECT OF ANY CONFLICTS OR DEVIATIONS DISCOVERED BETWEEN EXISTING SITE CONDITIONS AND THE DEMOLITION DRAWINGS DURING THE COURSE OF SELECTIVE DEMOLITION. NN TRUE NORTHPROJECT NORTH 50' - 0" 12' - 0" 24' - 0" 14' - 0" 41 ' - 9 " 25 ' - 6 " 20 ' - 0 " 3' - 9 " 10' - 9 3/4"12' - 3 1/4" 9' - 3 " 12 ' - 1 0 " 26' - 0" 12' - 0"12' - 0"7' - 0"19' - 0" 2' - 0 " 4' - 0"3' - 0"5' - 0"3' - 0" BEDROOM 1 BEDROOM 2 BEDROOM 3 GARAGE 4' - 0" 3' - 6" 3' - 0 " 3' - 0 " LIVING ROOM 4' - 0 " MUD ROOM KITCHEN & DINING 10' - 0 1/2" 14' - 6"BR I C K F I R E P L A C E EXISTING FURNACE SPACE VE R I F Y 9' - 8 1 / 2 " 3' - 0 " 7' - 8 3 / 4 " 3' - 0 " 12 ' - 3 3 / 4 " (E) CRAWL ACCESS (E) POWER FIELD VERIFY ALL EXISTING DIMENSIONS TO DOORS/WINDOWS AND NOTIFY ARCHITECT IF DIFFERENT. NOT ALL EXISTING WINDOWS/DOORS MAY BE SHOWN, NOTIFY ARCHITECT AS NECESSARY IF CONDITIONS DIFFER FROM DRAWINGS. NN TRUE NORTHPROJECT NORTH PATCH AND REPAIR ADJACENT FINISHES AT NEW AND EXISTING AS NEEDED - DASHED LINES INDICATE WALLS/WINDOWS/DOORS TO BE REMOVED AND/OR OPENINGS TO BE MADE FOR NEW WINDOWS OR DOORS NOTE: CONTRACTOR TO EXERCISE CAUTION DURING DEMOLITION TO ENSURE SAFETY AT ALL TIMES. UNFORESEEN/UNKNOWN CONDITIONS MAY REQUIRE ADDITIONAL INPUT AND ANALYSIS. PROVIDE TEMPORARY SHORING AS NECESSARY. - EXISTING WALLS TO REMAIN REMOVE EXISTING BRICKWORK HEARTH pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 EXISTING FLOOR PLAN & DEMOLITION PLAN A3.1 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 1/4" = 1'-0"1 EXISTING FLOOR PLAN 1/4" = 1'-0"2 DEMOLITION FLOOR PLAN W D DW W D DW 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 2. SEE FOUNDATION PLAN FOR ADDITIONAL FRAMING NOTES. 3. ALL EXTERIOR WALLS ARE 2X6 -16" O.C. STUDS UNLESS NOTED OTHERWISE (U.N.O.) 4. ALL INTERIOR PARTITIONS ARE 2X4 -16" O.C. STUDS UNLESS NOTED OTHERWISE. 5. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. 6. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPIGN ROOMS, IN THE AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314. ELECTRICAL POWER AND INTERCONNECTION PER CODE. 7. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING ROOMS AND ON EACH LEVEL. 8. A HEAT DETECTOR OR HEAT ALARM SHALL BE INSTALLED IN THE ATTACHED GARAGE. HEAT DETECTORS SHALL BE INSTALLED IN A CENTRAL LOCATION [SEE IRC SECTION R314.2.3 AMENDMENT]. 9. FRAMER TO PROVIDE ALL PICKUP FRAMING AS NECESSARY, NOT ALL BLOCKING, RUNNERS, BACKING SHOWN IN PLANS. 10. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY SLEEPING ROOM PER IRC R310. • MIN. 5.7 SF NET CLEAR OPENABLE AREA • MIN. 24" NET CLEAR OPENABLE HEIGHT • MIN. 20" NET CLEAR OPENABLE WIDTH • OPENABLE WITHOUT KEYS OR SPECIAL TOOLS 11. SAFETY GLAZING REQUIRED PER IRC R308.4. 12. MECHANICAL SYSTEM SHALL BE DESIGN/BUILD. 13. STRUCTURAL DETAILS SUPERCEDE ANY ARCHITECTRUAL CALLOUTS IN COMMON. 14. PROVIDE B.U.C. OR POST AT ALL ROOF BEAM (HUC HANGER LOCATIONS) AS HANGAR BACKING FOR FULL NAIL/SCREW ATTACHMENT. SEE ROOF FRAMING PLAN. 15. PRIOR TO ORDERING DOORS, VERIFY WALL ASSEMBLY DIMENSIONS TO ENSURE PRE-HUNG ORDERED DOORS ARE CORRECT JAMB THICKNESS (SOME WALLS TO BE SHEATHED PER LATERAL). 16. PROVIDE UNCOUPLING MEMBRANE AT SLAB WHERE TILE IS TO BE INSTALLED (IF APPLICABLE). 17. WHERE WALLS ARE EXPOSED TO STUDS, PROVIDE R23 ROCKWOOL INSULATION THROUGHOUT. F 50 SD Xx LEGEND: EXHAUST FAN -VENT TO OUTSIDE -SEE 145 & 146/SP1 SMOKE DETECTOR -HARDWIRE CONNECT ALL DETECTORS AND PROVIDE EACH WITH A BATTERY BACKUP -SEE 104/SP1 HEAT DETECTOR -INSTALL IN A CENTRAL LOCATION INSIDE THE GARAGE. SEE SP1 FOR KEYNOTES HD 4' - 2"6' - 6" +/- V E R IF Y 3' - 7 3/ 8 " FURNACE 6' - 0 1 / 2 " 10 ' - 3 1 / 2 " 2' - 4 1 / 2 " 9' - 5 1 / 2 " 13 ' - 7 " 3' - 0"6' - 0" 24' - 0" 8' - 0 " 6' - 0 " 2' - 6 " 6' - 0 " 3' - 0 " 14' - 0"12' - 0" 5' - 9 " 2' - 4 1 / 2 " 2' - 8 1 / 2 " 6' - 0 " 3' - 2 " TALL 20 ' - 0 " 13' - 11"12' - 5" VERIFY 3' - 5"10' - 4"9' - 11" 50' - 0" 3' - 5 1/2"2' - 0"6' - 0 3/4"6' - 4 1/4" PRIMARY SUITE ROD & SHELF RO D & S H E L F ROD & SHELF ROD & SHELF LA V W.C. 60" TUB/SHOWER 60 " T U B / S H O W E R ENSUITE FAMILY ROOM EX I S T I N G F I R E P L A C E BEDROOM 2 BEDROOM 3 LAUNDRY BATH 2 HALL KITCHEN & DINING SITTING AREA 1' - 9 " 3' - 0 " 1' - 3 1 / 2 " 3' - 8 " 2' - 0 " 41 ' - 9 " 1' - 1 0 1 / 2 " 6' - 0 " 1' - 7 " 11' - 9 1/2"2' - 2 1/2" 2' - 10 1/2"4' - 0"3"4' - 0"8" 4' - 2"5' - 0" 5' - 0 1 / 2 " 1' - 3 1 / 2 " 3' - 10 1/2"1' - 3 1/2" VERIFY 4' - 0" 2' - 1 " 2' - 4 1/2" 3' - 8 1/2"7' - 4 1/2" 60 2 0 F 2020XOt D11 D9 D8 D7 4050F 4050F E3 D4 D5 D6 D1 D3 D2 E2 E1 6040XO 60 4 0 X O 20 2 0 X O t 30 2 0 X O 60 4 0 X O 60 4 0 X O D10 W.C. DOUBLE LAV TRUE NORTHPROJECT NORTH NN TRUE NORTHPROJECT NORTH A1 5 C A2.1 4' - 11 1/2"3' - 0" (E) CRAWL ACCESS 2' - 0 " EXISTING GARAGE DOOR OPENING AND HEADER CA N T . 2' - 0 " 6040XOA15 A15 (E) WINDOW HIGH WINDOW EQ EQ 3030XOt SINK ST O V E / R A N G E W / 10 0 C F M M I N . H O O D REFER M07 M07 M07 SD SD SD E01 E02 EXISTING BRICK WORK TO REMAIN 12 ' - 0 " 12' - 0" NEW 4" CONCRETE SLAB WITH THICKENED EDGE SD SD TALL HEAT RECOVERY VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.65. MAY BE RELOCATED AS NEEDED 1 NEW 2X4 WALLS EXISTING WALLS TO REMAIN NEW 2X6 WALLS SHEET NOTES pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 PROPOSED FLOOR PLAN A3.2 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 Floor Plan Legend Key Value Keynote Text A12 Disappearing stairs or 22 x 30 attic access panels with 5/8" g.w.b. cover panel and provide wheatherstrip gasketing - see 83/SP1. Provide min. 30" head clearance. Use plywood dams to control ceiling insulation as required. 103/SP1 A15 Emergency Egress Opening/Path, see 102/SP1 E01 Smoke Detector - hardwire connect all detectors and provide each with a battery backup - See 104/sp1 E02 Install an approved carbon monoxide alarm outside of each sleeping area in the immediate vicinity of any and all bedrooms 5'0" above floor - see 103/SP1 M07 Exhaust Fan - vent to outside - See 145 & 146/sp1 1/4" = 1'-0"1 FLOOR PLAN NOTE: 1. ALL EXTERIOR DOORS TO HAVE LOW THRESHOLD AND TO BE WEATHERSTRIPPED. 2. DOOR BETWEEN GARAGE AND RESIDENCE TO BE RATED WITH SELF-CLOSE HARDWARE. 3. PROVIDE/VERIFY LOW CLEARANCE HARDWARE AT OVERHEAD GARAGE DOOR WITH DOOR VENDOR/INSTALLER. 4. BARN DOORS TO BE OVERSIZED SO AS TO MAINTAIN A 46" WIDE OPENING. FRAME HEADER DOWN AND PROVIDE BLOCKING FOR ROLLER HARDWARE ATTACHMENT TO WALL. 5. OWNER TO VERIFY DOORS AND ROUGH FRAMING OPENINGS PRIOR TO ORDERING. NOTE: 1. WINDOWS WITHIN 18" A.F.F., WITHIN 24" OF DOOR SWINGS, AND WITHIN 24" OF WET SURFACES (TUB/SHOWER AREAS) TO BE SAFETY GLAZED. 2. CASEMENT AND AWNING WINDOWS TO INCLUDE TRUVIEW SCREENS (IF ANDERSEN WINDOWS ARE FINAL SELECTION). 3. EXTERIOR WINDOW COLOR TO BE "BLACK". 4. INTERIOR WINDOW COLOR TO BE "BLACK". 5. ALL WINDOWS SHOWN WITH TWO UNITS, TO BE MULLED TOP AND BOTTOM TOGETHER. 6. WINDOWS TYPES: F: FIXED OR PICTURE WINDOWS C: CASEMENT WINDOWS A: AWNING WINDOWS S: SLIDER WINDOWS 7. ADDITOINAL WINDOW NOTES: t: LOWER CASE T DESIGNATES TEMPERED GLAZING. o: LOWER CASE O DESIGNATES OBSCURE GLAZING. 8. SEE ENERGY CODE NOTES FOR ADDITIONAL WINDOW REQUIREMENTS PRIOR TO ORDERING (U-VALUE REQUIREMENTS). 9. WINDOW TAG LEGEND: 3050Ft FEET WIDE INCHES WIDE WINDOW TYPE ADDITIONAL WINDOW NOTES WIDTH IS FIRST TWO HIEGHT IS SECOND TWO INCHES TALL FEET TALL DOOR SCHEDULE Mark Count Door Size Level Fire Rating Type CommentsWidth Height D1 1 2' - 8" 6' - 8" First Level Standard Interior Door D2 1 5' - 0" 6' - 8" First Level Bi-pass Closet Door D3 1 2' - 8" 6' - 8" First Level Standard Interior Door D4 1 2' - 8" 6' - 8" First Level Standard Interior Door D5 1 2' - 8" 6' - 8" First Level Standard Interior Door D6 1 2' - 8" 6' - 8" First Level Standard Interior Door D7 1 2' - 8" 6' - 8" First Level Standard Interior Door D8 1 5' - 0" 6' - 8" First Level Bi-pass Closet Door D9 1 5' - 0" 6' - 8" First Level Bi-pass Closet Door D10 1 2' - 8" 6' - 8" First Level Pocket Door D11 1 6' - 0" 6' - 8" First Level Sliding patio glass door E1 1 2' - 10" 6' - 8" First Level Existing Entry Door E2 1 3' - 0" 6' - 8" First Level Existing Utility Access Door - confirm placement E3 1 2' - 10" 6' - 8" First Level Existing Entry Door Grand Total 14 WINDOW SCHEDULE Type Mark Rough Width Rough Height Count Ventilation Comments 2020XOt 2' - 0" 2' - 0" 2 3020XO 3' - 0" 2' - 0" 1 3030XOt 3' - 0" 3' - 0" 1 4050F 4' - 0" 5' - 0" 2 6020F 6' - 0" 2' - 0" 1 6040XO 6' - 0" 4' - 0" 5 Grand total: 12 12 1 1-25-26 Revised Energy Code Calculations to include 2 energy credit options 3/16" = 1'-0"2 NEW WALL PLAN NOTE: ALL EXTERIOR WALLS TO BE SHEATHED WITH MIN. 7/16" SHEATHING AND NAILED WITH 8d NAILS @ 6" O.C. AT PANEL EDGES AND 8d NAILS @ 12" O.C. AT INTERMEDIATE SUPPORTS (IN THE FIELD) PER TABLE R602.10.4 CS -WS P 3' - 0"7' - 0 1/2"4' - 11 1/2" 15 ' - 2 " 8' - 1 0 1 / 2 " 9' - 4 1 / 2 " 4' - 5 1/2"4' - 6 1/2"7' - 8 3/4"3' - 5 1/2"11' - 9 3/4" 10 ' - 1 0 " 3' - 2 " 3' - 9 " 2' - 10 3/4" 2' - 10 3/4" EXISTING GARAGE HEADER - NO CHANGE IN FRAMING 9' - 0" 3' - 0 " 2' - 6 " 4' - 8 " 1 2 3 A B 18 ' - 1 1 / 2 " 23 ' - 7 1 / 2 " C CS -WS P CS -WS P CS -WS P CS-WSP CS -WS P CS -WS P CS-WSP CS-WSP CS-WSP CS -WS P CS -WS P CS -WS P CS-WSPCS-WSPCS-WSPCS-WSPCS-WSP 24' - 0"26' - 0" 50' - 0" 41 ' - 9 " 20 ' - 0 " 24' - 0" 7' - 6" CS-WSP Wall Sheathing: Sheath all EXTERIOR walls and INTERIOR SHEAR walls with 7/16" sheathing. Block all panel edges and nail with 8d at 6" o.c. at panel edges and 8d at 12" o.c. at intermediate framing. Typical, unless noted otherwise. Method -CS-WSP Wood structural panel sheathing with a thickness not less than 7/16" with 8d nails at 6" o.c. at panel edges and 12" o.c. at intermediate supports, per table R602.10.4. Method -PFH -Portal Frame w/ Hold downs Each panel shall be fabricated in accordance with Figure R602.10.6.5. The wood structural panel sheathing shall be a minimum of 3/8" thickness. SHEAR WALL NOTES NOTE: Per 2021 IRC Table R602.10.3(4): 1. Braced wall line spacing > 25 feet and < 30 feet must adjust total shear wall length by 20%. 2. Braced wall line spacing > 30 feet and < 35 feet must adjust total shear wall length by 40%. 3. Linear interpolation shall be permitted. 4. The total length of bracing required for a given wall line is the product of all applicable adjustment factors. Holdowns: See Sheets A2.1, A3.4, and A3.3 for hold down locations, details, and additional notes. The exterior walls are existing. Existing windows that are to be removed are to be in-filled with 2x framing and sheathed to match existing framing. The lateral calculations shown here are to demonstrate that the new window locations/opening sizes do not adversely affect the shear qualities of the existing structure. All exterior walls Shear Wall Schedule 7/16" One Side Mark Wall Sheathing Edge Nails o.c. Field Nails o.c. Edge Framing & Bottom Plate 5/8" dia. Anchor Bolt Spacing 8d @ 6" o.c.12"2x 48" Interior Shear Walls 7/16" One Side 8d @ 6" o.c.12"2x 48" The schedule above is for new sheathing at in-filled openings -the house is assumed to have existing sheathing at minimum standards. If not, notify Architect. Note: It is acceptable to substitute MSTC40 straps for HDU2s and MSTC40 straps for HDU4s at all WALL to WALL connections. Holdown Schedule 5/8" dia. Holdown Anchor Rod "inches" Required Studs/Post Anchor Embedment "inches" (2) 2x 9" 12" 12" 15" HDU2 HDU4 HDU5 HDU8 5/8" dia. 5/8" dia. 7/8" dia. (2) 2x (2) 2x (2) 2x (2) 2x nail together w/ 16d @ 8" o.c. HDU per plan drill and epoxy SET threaded rod 8d Nail At 6" O.c. (all Panel Edges) 8d Nail At 12" O.c. On All Framing members Not At Panel Edges 16d Nail At 24" O.c. Gypsum Wall Board Installed In accordance With Chapter 7 Wood Structural Panel Installed In accordance With Table 602.3(1) SHEET NOTES pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 LATERAL PLAN, CALCULATIONS, & DETAILS A3.3 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 1/4" = 1'-0"1 LATERAL PLAN 1/4" = 1'-0"C LATERAL CALCULATIONS 1" = 1'-0"B Typ. Holdown Detail 1" = 1'-0"A Outside Corner Detail EXISTING WALL TO REMAIN EX I S T I N G W A L L T O RE M A I N EXISTING ROOF -NO CHANGES (E) COVERED ENTRY (E) SHED ROOF TO REMAIN IF EXISTING HEADER NEEDS TO BE REPLACED EXISTING ROOF TRUSSES BEAR ON EXTERIOR WALLS, NOTIFY ARCHITECT IF ACTUAL CONDITION IS DIFFERENT UPON DEMOLITION AND DISCOVERY EXISTING HDR TO REMAIN EXISTING HDR TO REMAIN EXISTING HEADER ACROSS BAY WINDOW CAN REMAIN -IF EXISTING HEADER IS TOO LOW FOR NEW PATIO DOOR -USE NEW HEADER CALLED OUT ALIGN NEW WINDOW SO THAT EXISTING HEADER CAN REMAIN CENTERLINE INDICATES LOCATION OF APPROXIMATE EXISTING HEADERS -SOME TO BE REMOVED AND REPLACED FOR NEW WINDOWS, SOME MAY REMAIN -ALIGN NEW WINDOWS WITH FRAMING WHERE POSSIBLE WHERE WINDOWS ARE TO BE REMOVED, EXISTING HEADERS CAN REMAIN IN PLACE, IN-FILL FRAME 20 ' - 0 " 24' - 0" HDR1: 6X6 D.F. #2 HDR2: 6X10 D.F. #2, CONT. HD R 3 : 6 X 8 D . F . # 2 HD R 3 : 6 X 8 D . F . # 2 HDR4: 4X6 D.F. #2 HDR5: (2) 2X6 D.F. #2 HD R 3 : 6 X 8 D . F . # 2 PROVIDE TEMPORARY SUPPORTS UNTIL PERMANENT CONSTRUCTION IS INSTALLED WHEN CUTTING IN OR REPLACING HEADERS HD R 6 : ( 2 ) 2 X 6 D . F . # 2 HDR7: 6X8 D.F. #2HDR8: (2) 2X6 D.F. #2 HD R 9 : 4 X 6 D . F . # 2 PROVIDE 2X CEILING FRAMING AT 24" O.C. FLUSH TO BOTTOM OF EXISTING HEADER TO NEW WALL PROVIDE 3" MIN. SPRAY FOAM AT UNDERSIDE OF ROOF SHEATHING AND R38 ROCKWOOL INSULATION TIGHT TO THAT 4x6 curved cedar knee 4x6 cedar w/ 1" chamfered end 4x6 cedar 2" 2" 4" R 3 ' - 0 " 5 1 / 2 " 2x6 blocking provide (2) 3/8"d galv. lag bolts w/ 3/4"d galv. plt washers (typ. top and bottom) note: pre-prime and back prime all knee components prior to assembly and installation 2' - 2 1/2" 2' - 0" hidden timber screws HEADER NOTES: 1. ALL TRUSS TO TRUSS AND TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY TRUSS ENGINEER. 2. TYPICAL TRUSS TAILS U.N.O. = SEE PLANS 3. PROVIDE SOLID VERTICAL BLOCKING FROM UNDERSIDE OF FLOOR SHEATHING TO FOOTING OR TOP OF GIRDER BELOW ALL B.U.C. AND HEADER/BEAM POSTS. 4. PROVIDE SOLID BLOCKING BETWEEN THE BEARINGS OF EVERY RAFTER OR TRUSS AND A SIMPSON H2.5A CLIP AT EVERY MEMBER. 5. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH THE BEARINGS OF ALL GIRDER TRUSS, ROOF BEAMS, AND FLOOR BEAMS. 6. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, RAFTERS, AND JOISTS UNLESS NOTED OTHERWISE. 7. HEADER SIZE SHOWN ON PLAN IS MINIMUM REQUIRED. SEE CALCULATIONS FOR ADDITIONAL INFORMATION AS NECESSARY. 8. TYPICAL HEADER HEIGHT IS 80" U.N.O. -CONFIRM EXISTING HEADER HEIGHT AND MATCH AS NECESSARY. SHEET NOTES pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 ROOF PLAN & HEADER CALLOUTS A4.1 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 1/8" = 1'-0"B EXISTING ROOF PLAN 1/4" = 1'-0"1 NEW HEADER PLAN 1" = 1'-0"A BRACKET DETAIL BUMP OUT TO BE REMOVED A4.1 A OWNER OPTION TO ADD BRACKET DETAILSEXISTING ROOF, NO CHANGE D11 2020XOt EXISTING DOOR NEW SIDING MATERIALS, U.N.O. BY OWNER 6020F 6040XO6040XO EXISTING ROOF TO REMAIN 6040XO 4050F4050F 6040XO 3030XOt SIDING OPTION 1 SIDING OPTION 2 AT OWNER OPTION, INSTALL DECORATIVE BRACKETS 6040XO 2020XOt3020XO 13 ' - 9 1 / 4 " + / - pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 EXTERIOR ELEVATIONS A6.1 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET jm 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4 3/16" = 1'-0"1 ORIGINAL SOUTH EXTERIOR ELEVATION 3/16" = 1'-0"2 ORIGINAL WEST EXTERIOR ELEVATION 3/16" = 1'-0"3 ORIGINAL NORTH EXTERIOR ELEVATION 3/16" = 1'-0"4 ORIGINAL EAST EXTERIOR ELEVATION 1/4" = 1'-0"5 SOUTH ELEVATION 1/4" = 1'-0"6 WEST ELEVATION 1/4" = 1'-0"7 NORTH ELEVATION 1/4" = 1'-0"8 EAST ELEVATION 173. All Gas Combustion Appliances, Except Stoves & Cloths Dryers, To Have Combustion Air Ducted Directly To Them. Framing Mechanical Safety Energy and Envelope Notes Plumbing General Concrete And Reinforcing Girders And Joists Walls Floor Roof General Requirements Electrical Foundation & Site Preparation 81. Plywood roof sheathing, if exposed on underside, must be exterior grade. [r803.2.1.1] 82. Ventilation: Enclosed attic and rafter spaces must have cross ventilation for each separate space by vent openings protected against the entrance of rain and snow. The required area shall be 1/150 of the area, except may be 1/300 of the space if the openings are split with 50% not less than 3 feet below ridge. [r806.2] 83. Insulation dam must be provided at the attic access opening when using blown-in insulation. [WSEC 502.1.4.4] 84. Trusses must be designed by a registered design professional, in accordance with ANSI/TPL1 standards. [r802.10.2] 85. Truss bracing must be provided to prevent lateral rotation and provide lateral stability in accordance with the individual truss design drawings. [r802.10.3] 86. Truss members must not be cut, notched, drilled, spliced, or otherwise altered in any way without the approval of a registered design professional. Addition of loads that exceed the design load for the truss will not be permitted without verification that the truss is capable of supporting such additional loading. [r802.10.4] 1. Not all buried utilities located on this site are shown on these drawings so call UTILITIES UNDERGROUND LOCATION before doing any digging anywhere on this site of any depth 1-800-424-5555. 2. Verify all dimensions at site, all dimensions are to outside or center line of wood framing members and concrete unless noted otherwise. 3. All stumps & roots shall be removed from the ground to a depth of 12" in the area occupied by the building. No excavated material is to be used for backfill under any concrete without approval of the city / county. All fill under concrete to be compacted pit-run fill to 95%. 10. All wood used in forming and placing concrete, if within the ground or between foundation sills & the ground shall be removed. Remove all loose or casual wood in contact with the ground from under the building. 11. Access: Access shall be provided to all under-floor spaces. Access openings through the floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be not less than 16 inches by 24 inches. When any portion of the through-wall access is blow grade, an areaway not less than 16 inches by 24 inches shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. [r408.4] 12. Ventilation: All under-floor areas shall be provided with 1 sf of foundation vent for each 300 sf of floor area. Locate vents within 3 feet of corners as practical and provide cross ventilation, cover vents with corrosion-resistant wire mesh with openings of 1/4" in dimension. Continuously operated mechanical exhaust ventilation at a rate of 1 cu ft. per minute for each 50 sq feet of crawl space may be used. [r408.2] 13. Foundation drains shall be provided around all concrete or masonry foundations that retain earth and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe and other approved materials must discharge by gravity or mechanical means to an approved drainage system. [r405.1] 14. Vapor Barrier: Cover ground at crawl space with min. 6 mil black colored, moisture barrier, laps to be 12" min. and sealed, and ends to extend up foundation walls a min. 12". [WSEC 502.1.6.7] 15. Damp-proofing: Foundation walls enclosing basements below finished grade must be damp-proofed from the top of the footing to the finished grade. [r406.1] 21. Footing top surfaces must be level. Footings shall be stepped when necessary to change the top surface of a footing or where the bottom surface of a footing exceeds a 10% slope. [r403.1.5] 22. Sleeves shall be provided to protect all piping through concrete and masonry walls. [UPC 313.10.1] 23. All footings to be placed on firm inorganic, undisturbed soil of 1500 psf (min) bearing capacity and to extend a min. of 18" below finished grade. Tie wall vertical reinforcing steel to continuous footing steel. All reinforcing steel below grade to have a 3" in embedment, lap all rebar splices and corners 30 bar diameters. Unless otherwise noted on plans. 31. Wood joists closer than 18" or wood girders closer than 12" to the ground, must be of treated wood or wood of natural resistance to decay. [r317.1(1)] 32. All wood in contact with concrete, masonry or earth must be pressure treated wood or foundation grade cedar or redwood, and marked by an approved agency. Cut ends of treated posts must be re-treated or be provided with protection from contact with concrete. [r317] 33. Pressure treated wood shall be used for those portions of wood members which form the structural support of buildings, balconies, porches, etc., when such members are exposed to the weather without adequate protection from a roof, eave, overhang or other covering. Such members may include girders, joist and decking, posts, poles and columns. [r317] 34. Ends of girders entering concrete or masonry walls shall be provided with a min. air space of 1/2" at tops, sides, & ends. [r317] 35. Post Connection: Provide a positive connection between the post support & post and between the post and the beam sufficient to ensure against uplift and lateral displacement. 36. Deck Materials: Structural exterior posts, girders, joists and decking to be cedar or treated material. 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped galvanized steel, stainless steel or copper. (Exception: 1/2-inch diameter or greater steel bolts.) [r317] 51. Cripple walls must be framed of studs not less in size than the studding above. When exceeding 4 feet in height, such walls must be framed of studs having the size required for an additional story. Cripple walls less than 14" high must have solid blocking or with sheathing on one side. All cripple walls shall be supported on continuous footings or foundations. [r602.9] 52. Wood columns must be restrained to prevent lateral displacement at the bottom. [r407] 53. Column and posts located on concrete floors exposed to weather, water splash or in basements must be supported by concrete piers or metal pedestals projecting above the floors, unless approved wood of natural resistance to decay or treated wood is used. The pedestals must project at least 6" above exposed earth and at least 1" above such floors. [r317] 54. Separation: There shall be maintained a minimum clear separation of 6" between any wood and earth, or the wood shall be of a type with a natural resistance to decay or treated wood is to be used. [r317] 55. not used 56. Place a vapor barrier of tyvek or equal over all exterior walls. [r703.2] 57. Top Plate: Exterior wood stud walls must be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints must be offset at least 24 inches. [r602.3.2]. Exception: advanced framing shall be allowed with one top plate, provided all provisions of stud, rafter, joist, and truss locations are aligned per r602.3.2 (exception). 60. Headers: All openings in bearing and exterior walls are to be provided with a header as indicated on plan or plan legend. 61. Stud partitions containing plumbing, heating, or other pipes shall be so framed and the joist underneath so spaced as to give proper clearance for the piping. Where a partition containing such piping runs parallel to the floor joists, the joists underneath such partition shall be doubled and spaced to permit passage of such pipes and shall 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 & 1 1/2" wide shall be fastened to the plate across and to each side of the opening with not less than 4-16d nails. 71. Joists framing into the side of a wood girder shall be supported by framing anchors of the required finish and type. [r502.9] 72. not used 74. Joists, rafters and trusses must be supported to prevent rotation by installing solid blocking at each bearing point or as required by manufacturer. [r502.7] 75. Bearing partitions perpendicular to joists must not be offset from support by more than the depth of the joists. Joists must be sized to accommodate the load and as minimum double joists are required under parallel bearing partitions. Joists framed into sides of girders must be supported by joist hangers or ledger strips. [r502.4] 76. Bearing: In floor construction, joists and beams must have not less the 1.5 inches of bearing on wood or metal and not less than 3 inches on concrete. See [r502.6] for additional exceptions and requirements. 77. All plywood and OSB subflooring is to be glued to the supporting framing members; glue is to be applied in strict conformance with manufactures directions. 92. Trim: All exterior trim splices & siding joints to be mitered. Provide a 15 degree min. bevel on ends of joining boards. 93. Make all roof penetrations for venting etc. on non-conspicuous side of ridges. Coat any ABS or PVC piping with a protective paint, designed for UV protection and to match the adjacent roof color. 101. Address: Every building must have its address plainly legible and visible from the street. Numbers shall be minimum of 4 inches high with a minimum stroke width of 1/2 inch. [r319.1] 102. Emergency Egress: Basements, habitable attics and every sleeping room must have at least one openable window or exterior door approved for emergency egress or rescue. Windows must have a minimum open area of 5.7 square feet (5.0 square feet if on the ground level), minimum net clear opening height of 24 inches and a minimum net clear opening width of 20 inches. Finished opening may not be more than 44 inches above the floor. [r310.1] 104. Smoke Detectors: When work is performed that requires a permit, or when a sleeping room is created, the entire building must be provided with smoke alarms. A smoke alarm must be installed in each sleeping room and outside the sleeping room area in the immediate vicinity. There must be at least one smoke alarm on every floor level. All smoke alarms must be hardwired and interconnected. [r314] see IRC for building alteration exceptions. 105. Guards must be installed when a floor or grade is 30 inches or more above an adjacent floor or grade that is within 36 inches horizontally from the edge of the walking surface. Guards must be a minimum of 36 inches in height. Open guards must have intermediated rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through, except at the toe triangle where 6" is allowed, or at stairway guards where 4 3/8 inches is allowed. [r312] 106. Garage Separation: Garages must be separated from a residence and attic space with not less than 1/2" drywall on the garage side. If there is residential space above the garage, the ceiling must have 5/8" type-x drywall and all supporting walls must have 1/2" drywall. [table r302.6] 107. Garage Door: Any door between a garage and a residence must be either a 1-3/8" wood or metal door, or a 20-minute rated door equipped with self-closing device. [r302.5.1] 108. Garage Floor: The floor surface in a garage must be an approved non- combustible material and sloped toward the garage door or floor drain. [r309.1] 109. Showers must have a nonabsorbent wall covering extended to 96 inches above drain inlet with water-resistant backing. [r307.2] 110. Furnace shall be installed to have a min total clearance of 12" @ sides with a min clearance of 3" along sides, top, & back. If placed in a garage, set unit on a platform to provide a minimum of 18" height above garage floor. [irc m 1305] 121. Inspection: No plumbing or drainage system or building sewer may be covered, concealed or put into use until it has been tested, inspected, and approved. [UPC 103.5.1.3] 122. Supply Testing: Plumbing supply piping must be tested with working water pressure or, except plastic piping, 50 psi at pressure. [UPC 609.4] 123. Drain Testing: Plumbing drains must be tested with water filled to the highest vent in system or 5 psi air pressure. [UPC 712.2, 3] 124. Protection: All piping passing under or through wall must be protected from breakage. Approved provisions must be made for expansion of hot water piping. Voids around piping passing through concrete floors on the ground must be appropriately sealed. [UPC 313.1] 125. Support: Horizontal piping must be supported at sufficiently close intervals to prevent sagging. Pipe supports for ABS may not exceed 4 feet on center. [UPC 314.5 /314.5.1] 126. Whirlpool bathtubs must provide a removable panel of sufficient dimension to access the pump. [UPC 415.1] 128. Hose bibs must be protected by an approved non-removable type backflow prevention device. [UPC 603.4.7] 129. Water heaters must be anchored or strapped in the upper and lower third of the tank to resist horizontal displacement due to earthquake motion. A distance of 4 inches must be provided between the lower strap and the controls. [P2801.7] 130. Water Heater Pan: When a water heater is located where water damage may occur from a leaking water heater, a watertight pan must be installed beneath with a minimum 3/4" drain to outside of building. [P2801.5] 131. Seal: All plumbing fixtures, including toilets, must be caulked or sealed at their base. [UPC 407.2] 132. Freeze Protection: All water lines to be protected from freezing. If water lines are not located completely between heated space and insulation provide insulation as required to assure pipes are protected from freezing. 181. Electrical outlets shown on the plans are those required for convenience only, provide all outlets as required by the national electric code & provide required hookups for all appliances and equipment. Provide recessed meter base. Provide GFI & WP protection where required by code. 141. Approval: No mechanical system or equipment regulated by this code may be connected to fuel source until approved by the building official. [r111.1] 142. Testing: Gas piping must be tested at a minimum pressure of 3 psi. Gauges used for testing must have an upper range of not more than 1.5 times the test pressure. [IRC g2417.4.1] 143. Equipment in Garages: Gas appliances generating a glow, spark or flame capable of igniting flammable vapors may be installed in a garage, provided the pilots, burners, heating elements and switches are elevated at least 18 inches above the floor. [IRC m1307.3] 144. Clothes dryers ducts must be smooth metal and terminate outside the building. Screens shall not be installed at the duct termination. Ducts may not be connected or installed with sheet metal screws. Maximum duct length is 35 feet. The maximum length must be reduced 2.5 feet for each 45 degree bend and 5 feet for each 90 degree bend. [IRC m 1501.1 / m 1501.3] 145. Exhaust Fans: Bathroom, laundry rooms, kitchens and similar rooms must be vented by an exhaust fan. Duct must terminate outside the building and be not less than 3 feet from any opening into the building. See IRC m 1506] 146. Exhaust Fan Rating: Kitchen exhaust fans must be 100 cfm minimum. Bathroom exhaust fans must be 50 cfm minimum. [IRC m 1506.3] 161. Requirements: Check with building department having jurisdiction prior to bidding to determine if that building department has any special framing or backing requirements to meet the energy code or for any other reason. 162. Air leakage: Sole plate is to be caulked or glued to floor. Rim joist between stories to be caulked / sealed. All holes in building envelope are to be caulked / sealed including but not limited to electrical, plumbing & HVAC penetrations. Outlets, switch boxes and recessed fixtures on exterior walls or ceilings are to be caulked / sealed with approved sealant, or have foam face gaskets installed. All recessed lights are to be IC rated, air tight & sealed to surrounding surface. Rough openings around all windows & doors to be sealed / caulked. 163. All ceiling exhaust fan ducting to be insulated as per code & to have as few bends as possible & to terminate at the exterior of the building. 164. Insulation to fill all exterior wall cavities. Do not compress. Cut to fit around wires, pipes, & outlet boxes. 166. A one perm or less vapor retarder (ie: kraft paper, PVA paint etc..) is to be installed on the warm side of all insulation. 167. All recessed light fixtures in the thermal envelope to be certified under ASTM E-283 and so labeled, or sealed around the exterior in an approved manner to be air tight. 168. All water pipes in unheated spaces to be insulated to a min of R-4. 169. Exterior doors to be adjusted so weather-stripping, threshold, & door sweep are working properly & seal well. 170. Blown-in attic insulation, if used, to be installed in strict conformance with manufactures recommendations for density & coverage. Provide vent baffles as required & insulate & weather-strip attic access door. 16. Yard piping for water service shall be at least 12 inches below grade. Water pipes may not run or be laid in the same trench as the building sewer or drainage unless both of the following conditions are met: a. The bottom of the water pipe, at all joints, shall be at least 12 inches above the top of the sewer line. b. The water pipe shall be placed on a solid shelf excavated at one side of the common trench with a minimum horizontal distance of 12" from the sewer or drain. [UPC 609.2] 58. Notches: Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent of its width. Studs in non bearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. Any stud may be bored or drilled, provided that the diameter of the resulting hole is no greater than 40 percent of the stud width, the edge of the hole is no closer than 5/8 inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. [r602.6] Drilling: 1. A stud may be bored to a diameter not exceeding 60 percent of its width, provided that such studs located in exterior walls or bearing partitions are doubled and that not more than two successive studs are bored. 2. Approved stud shoes may be used when installed in accordance with the manufacturer's recommendations. 3. Provide metal nail plates in all locations where plumbing or wiring comes within 1 1/4" of the edge of any stud. [r602.6.1] 59. Fire Blocking shall be provided to cut of concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. [r602.8] and [r302.11] Install fire blocking at: 1. Concealed spaces of stud walls and partitions, including furred spaces and parallel row of studs or staggered studs as follows: a. vertically at the ceiling and floor levels. b. horizontally at intervals not exceeding 10 feet. 2. All interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. 3. Concealed spaces between stair stringers at the top and bottom of the run. 4. Openings around vents, pipes, and ducts at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. 5. Site built chimneys and fireplaces, fire blocking must be a minimum of 1 inch thick and supported on metal strips or metal lath. [r1003.19] 6. Cornices of a two-family dwelling at the line of dwelling unit separation. 73. Notches on the ends of solid joists may not exceed one-fourth the joist depth. Notches in the top or bottom of joists may not exceed one-sixth the depth or be located in the middle one third of the span. Holes bored in joists may not be within 2 inches of the top or bottom of the joist and the diameter of any such hole may not exceed one-third the depth of the joist. Holes and notches must not be within 2 inches of each other. [r502.8.1]. For notching and boring of manufactured floor joists refer to the manufacturer and follow their requirements fully. [r502.8.2] 127. Water heater relief valves must be provided with a drain, not smaller than the relief valve outlet, extending to the outside of the building and discharging downward 6-24 inches above grade. [UPC 608.5] 103. Carbon Monoxide Detectors: Install an alarm outside each sleeping area per r315 112. Stairs shall have a max. of 7 3/4" high risers and 10" deep treads. Provide a 3/4" to 1 1/4" max. toe overhang. Handrails shall be 34 to 36 inches above the toe, and be set 1.5" off the wall, and have a grip of 1 1/4" min. to 1 1/2" max.. [r311.7] 111. Attic Access: Provide min of 22x30 access to attic areas greater than 30 square feet. Construct with 5/8" GWB and capped with r-49 insulation. Provide plywood baffle at edges to contain adjacent insulations. Provide min. 30" vertical clearance above opening. [r807.1] 113. Fireplace to be supplied with outside combustion air duct of at least 6 sq. inches, and provide a readily operable damper. Install gas fireplace with clearances and combustion air per manufactures recommendations and by code. Exterior Shell 91. Flashing: Flash and counter flash all exterior openings as required to make them weatherproof. Tops of all exterior horizontal wood fenestrations to be flashed with metal caps with drip edges to direct moisture away from wood. See [r703] 4. Building and Structural Design Loads ground snow load: 25 psf - unless noted otherwise by structural Roof live load: 20 psi - see notes for other pitches Roof dead load: see structural notes Floor live load: 40 psi (residential) sleeping only 30 psi Floor dead load: see structural notes deck live load: 60 psi 5. Lateral Design Conditions Lateral wind load: 85 mph - see structural notes for exceptions Seismic category: D1 147. Water heaters: Appliances located in garages shall be elevated at least 18" above garage floor. [P2801.6] 78. Provide solid blocking for lateral support at each end of joists, and at all intermediate supports. 182. 50 percent of lamps in perment fixtures shall be high efficancy lamps. [n1104] 114. Window fail protection: See R312.2. 174. Provide programmable thermostats to all heating systems. 175. Provide circulating hot water system with automatic or accessible manual switch. [R403.4.1] 176. Provide mechanical ventilation that meets IRC/IBC code. 177. Lighting - 75% of permanently installed lamps shall be high-efficiency lamps. [R404.1.1] 165. Ducts located outside conditioned space Supply and return ducts located outside conditioned space shall be insulated to an R-value of not less than R-8 for ducts 3 inches (76 mm) in diameter and larger and not less than R-6 for ducts smaller than 3 inches (76 mm) in diameter. Ducts buried beneath a building shall be insulated as required per this section or have an equivalent thermal distribution efficiency. Ducts within a concrete slab or in the ground shall be insulated to R-10 with insulation designed to be used below grade. Underground ducts utilizing the thermal distribution efficiency method shall be listed and labeled to indicate the R-value equivalency. [WSEC R403.3.1] pr o j e c t : principal architect project manager drawn by checked by job no. date date revisions: byno. REGISTERED ARCHITECT 13074 JEREMY F. MCNETT STATE OF WASHINGTON exp. 01/08/27 GENERAL NOTES SP1 FE L T R E S I D E N C E R E M O D E L 16 8 3 9 K A M B R O A D MO U N T V E R N O N , W A . 9 8 2 7 3 1/25/2025 Checker CF-12TH 1/25/2025 PERMIT SET Author 11 7 1 7 H u m m i n g b i r d L a n e An a c o r t e s , W a s h i n g t o n 9 8 2 2 1 36 0 . 8 4 0 . 3 2 9 4