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LANDINGS SHALL <br />BE NO MORE THAN <br />7-3/4" BELOW <br />FINISHED FLOOR <br />9 <br />3020i, <br />MjDW <br />O O � C" co <br />N 8(cns Q -n <br />KITCHEN <br />REFER. <br />300 <br />M FAN 9 <br />0 <br />Q N <br />21 A <br />DO -OF R <br />in <br />N <br />AREA SUMMARY <br />UPPER FLOOR <br />LOWER FLOOR <br />TOTAL HEATED AREA <br />GARAGE <br />ENTRY <br />11'-6y2" <br />10 <br />4040 <br />SAFETY <br />GLASS <br />LANDING <br />— UP <br />SD <br />CMD <br />3'-2" <br />32'-0" <br />36" <br />LANDING <br />7 <br />8 2040 <br />60610 SLIDER <br />SAFETY GLASS <br />GREATROOM <br />20 MIN. <br />SOLID CORE/STEEL <br />W/ SELF CLOSER <br />GARAGE <br />1/2" GWB - WARM WALLS <br />SUPPORT MEMBERS <br />5/8" GWB - TYPE X CEILING <br />16 FT GARAGE DOOR <br />DOOR z11 <br />0 <br />LOWER FLOOR PLAN <br />EGRESS <br />SCALE: 1 /4" = 1'-0" <br />1226 SQ. FT. 5.7 SQ FT MIN OPENABLE AREA <br />890 SQ. FT. 20' MIN. OPENABLE WIDTH <br />2116 SQ. FT. 24" MIN. OPENABLE HEIGHT <br />44" MAX ABOVE FIN. FLOOR <br />415 SQ. FT. <br />GLAZING SUMMARY ULAZINU <br />TOTAL GLAZING AREA 179.0 SQ. FT. GLAZING AREA (% OF FLOOR) 9.3% <br />GLAZING: (179 / 216 = 8.5%) U-FACTORS (VERTICAL GLAZING/DOORS); 0.28 <br />U-FACTORS (OVERHEAD GLAZING) 0.50 <br />INSULATION VALUES <br />WASHINGTON STATE ENERGY CODE REQUIREMENTS <br />VAULTED CEILINGS: <br />SEC 401.3 POST ENERGY CODE COMPLIANCE CERTIFICATE WITHIN VAULTED SCISSOR: <br />3 FT OF ELECTRICAL PANEL AVAILABLE AT FLAT CEILINGS: <br />WWW.ENERGY.WSU.EDU/CODE. EXTERIOR WALLS: <br />SEC 402.4.1 PROVIDE DOOR BLOWER TEST AFFIDAVIT BY FINAL FLOOR w/ CRAWLSPACE: <br />BUILDING INSPECTION SLAB ON GRADE: <br />r ..... -- ......- -- ---- - -- - --- <br />R-38 BATT (500 SQ FT MAX.) <br />R-49 BATT OR BLOWN <br />R-49 BATT OR BLOWN <br />R-21 BATT <br />R-38 BATT <br />' R-10 RIGID PERIMETER <br />SEC 403.1.1 PROVIDE (1) PROGRAMMABLE THERMOSTAT <br />SEC 403.2.2 PROVIDE DUCT SEALING AFFIDAVIT BY FINAL <br />INSPECTION (;FANS - BATHROOM 50 CFM MIN (UNO), VENT OUTSIDE <br />SEC 404.1 A MINIMUM OF 75% OF ALL PERMANENTLY INSTALLED KITCHENS 100 CFM <br />LIGHTING SHALL HAVE HIGH EFFICACY LIGHTING WHOLE HOUSE 97.5 CFM <br />v <br />O r <br />N <br />HIGH EFFECIENCY <br />HEAT PUMP <br />SYSTEM WITH AN <br />HSPF OF 11.0 <br />50 GAL HEAT PUMP <br />WATER HEATER <br />TIER 1 UEF OF 3.52 <br />(2) SEISMIC <br />STRAPS. <br />PRESS. RELIEF <br />TO EXT. <br />0 <br />0 <br />SD <br />NOTE: SMOKE ALARMS <br />SMOKE ALARMS AND <br />CARBON MONOXIDE <br />ALARMS SHOULD BE <br />INTERCONNECTED, <br />HARDWIRED, AND BE <br />PROVIDED WITH A BATTERY <br />BACKUP. <br />PROVIDE WHOLE HOUSE EXHAUST, CONTINUOUS FAN, 4-5 BEDROOM, 1501-3000 SQ FT, 75 CFM AIRFLOW. <br />> WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE <br />> EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED <br />> WITHIN 6' OF THE EXHAUST DUCT CONNECTION. ` <br />PROVIDE A 4 SQ IN FRESH AIR INLET TO EACH LIVING AREA. ` <br />1 1 r-% r\ r r1 r l /1 r1 n m I A A I <br />WINDOW SCHEDULE <br />ID <br />SIZE <br />AREA <br />1 <br />2030 <br />6.0 SQ. FT. <br />2 <br />5040 <br />20.0 SQ. FT. <br />3 <br />5040 <br />20.0 SQ. FT. <br />4 <br />5030 <br />15.0 SQ. FT. <br />5 <br />5040 <br />20.0 SQ. FT. <br />6 <br />5040 <br />20.0 SQ. FT. <br />7 <br />2040 <br />8.0 SQ. FT. <br />8 <br />60610 SL <br />40.0 SQ. FT. <br />9 <br />3020 <br />6.0 SQ. FT. <br />10 <br />4040 <br />16.0 SQ. FT. <br />11 <br />2040 <br />8.0 SQ. FT. <br />TOTAL <br />179.0 SQ. FT. <br />SCALE: 1/4" = V-0" <br />11'-61/," 7-7Y2° <br />WHOLE HOUSE FAN WITH A <br />TIMER RUNNING 66% 97.5 CFM <br />CONVERSION RATE 1.5 <br />PER TABLE 4 BEDROOM 2001-2500 <br />SQ FT 65 CFM. 65 (1.5) = 97.5. <br />3.0 AIR CHANGES PER HOUR <br />R-49 <br />INSULATION <br />ROOF TRUSS <br />PER FRAMING - <br />PLAN <br />7.161' APA 24/16 RATED OSB <br />SHEATHING W/ 6d @ 6" O.C. <br />EDGE & 12" O.C. FIELD NAILING <br />(U.N.O. IN NOTES) <br />INSULATION <br />BAFFLE <br />5/8" <br />GWB - H1 CLIP AT EACH TRUSS <br />TO DBL TOP PLATE / HEADER - <br />OR BEAM CONNECTION <br />RIGID INSULATION <br />BEHIND HEADER (R-10) <br />2x6 STUDS <br />@ 16" O.C. <br />3/4" T&G APA 24/6 RATED <br />Tat <br />PLYWD SHEATHING GLUED -, <br />& NAILED TO FLOOR JOISTS <br />2x6 BASE PLATE <br />(NAILING PER SHEAR <br />WALL SCHEDULE) <br />JOISTS VAPOR <br />PER PLAN J BARRIER <br />2x6 BASE PLATE <br />(NAWING PER SHEAR — <br />ALL SCHEDULE) <br />34" T&G APA 24'16 RATED <br />PLYWD SHEATHING GLUED <br />& NAILED TO FLOOR JOISTS <br />R-21 INSULATION <br />SHEAR WALL <br />PER PLAN <br />R21 <br />INSULATION <br />SHEAR WALL <br />PER PLAN <br />R-21 INSULATION <br />@ WALL <br />R-38 INSULATION OVER <br />UNHEATED SPACE <br />4" PERFORATED <br />FOOTING DRAIN <br />EQ. SURROUND W/ GRAVEL <br />TYPICAL SECTION <br />SCALE: 3/4" = V-0" <br />m <br />z <br />O <br />W <br />tY <br />z <br />O <br />H <br />n. <br />U <br />m <br />W <br />W <br />> <br />Lu <br />w <br />rn <br />00 W <br />"z <br />CM W <br />Q <br />U <br />z <br />QJ C� <br />Q <br />O o <br />W <br />rn <br />Z <br />� <br />W LLI <br />O Z <br />� U�W <br />otiz <br />�—Q <br />rn�tm <br />3-11-22 <br />S ' <br />WASH <br />Cy,�38799 <br />�SIONAL <br />r <br />r 0 <br />N �J <br />Z filly <br />w <br />�(D <br />QN <br />L.L� <br />c� <br />G <br />�< V <br />Q <br />FLOOR PLANS <br />REVISION: <br />1 <br />DATE: <br />3-11-22 <br />DRAWN BY: <br />TJM <br />SCALE: <br />AS NOTED <br />PROJECT NO: <br />W4737 <br />SHEET NO: <br />S3 <br />