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1 2 3 4 5 <br /> Authorized Representative Date _ - <br /> Climate Zone 5&Marine 4 6 TYPICAL PICAL ROOF <br /> R-Values U-Factors R-Value' U-Factor" <br /> Fenestration u-Fac or° n/a 0.30 n/a 0.30 ARCHITECTURAL COMPOSITION ROOFING, <br /> Skylight U-Factor n/a 0.50 n/a 0.50 INSTALL PER,MFR.SPEC. <br /> Glazed Fenestration SHGCe•a n/a n/a n/a n/a 15#FELT <br /> Ceiling 49 0.026 42 0.026 7/16"APA RATED SHEATHING(32/16)w/ ARMEMIlk DESIGN <br /> Wood Frame Wella 21 int 0.056 21-5ci 0.0448d @ 6"O.C.@EDGE&10"O.C.@FIELD E ASSOCIATES,PS <br /> Mass Wall R-Value' 21/21" 0.056 21+5'' 0.044 2221 Everett Avenue <br /> Floor 309 0.042 305 0.022 SIMPSON Hl CLIP TRUSS TO PLATE Suite#201 <br /> Slab°R-Value&Depth 10,z ft Na 10 4 ft n/a - <br /> Below Grade Wall`" 1011 int+TB 0.042 1011 int+TB 0.042 R-49 INSULATION-MAINTAIN 1"AIRSPACE EXTEND Everett,WA.98201 <br /> 10, 10. <br /> _ "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. � � 12 WIND BAFFLE 12"VERTICALLY ABOVE INSULATION <br /> Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the �SEE PLANS 5/8"GWB NOTE: NO VENTS ALLOWED IN EAVES <br /> International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the EAVE W/2X VENT BLOCK THAT PROJECT INTO THE BUILDING SETBACK <br /> following minimum number of credits: 1x8 FASCIA (2 X 10 @ FRONT GABLES) <br /> o G <br /> []1. 26 GA.MTL GUTTER <br /> 1.Small Dwelling Unit:0.5 points W <br /> Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration 2x4 TRUSS-DESIGN BY WASHINGTON STATE LIC.ENGINEER 0 <br /> area. Additions to existing building that are less than 750 square feet of heated floor area. <br /> U <br /> ; ;2.Medium Dwelling Unit: 1.5 points ¢ a <br /> All dwelling units that are not included in#1 or#3,including additions over 750 square feet. -.4� <br /> ❑3.Large Dwelling Unit: 2.5 points nt GW <br /> Dwelling units exceeding 5000 square feet of conditioned floor area. N <br /> Table R406.2 Summary O 1n <br /> Option Description Credits) a TYPICAL WALL D <br /> 1a Efficient Building Envelope 1a 0.5 ❑ SIDING PER ELEVATIONS These plans are the <br /> lb Efficient Building Envelope 1b 2.00 `, w MOISTURE BARRIER-TYVEK OR EQ copyrighted material <br /> 1c Efficient Building Envelope to L� y 7/16"APA RATED SHEATHING(24/0)NAIL of ARCHITECTURAL <br /> 2a Air Leakage Control and Efficient Ventilation 2a 0.5 DESIGN ARCHITECTURAL <br /> 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 8d @ 6"O.C.@ EDGE 10"O.C.@ FIELD P.S.any plans that ASSOCIATES, <br /> 2c Air Leakage Control and Efficient Ventilation 2c 1.5 CONSULT SHEAR WALL SCHEDULE <br /> 3a High Efficiency HVAC 3a p g not bear an architect's <br /> 3b High Efficiency HVAC 3b 1.0 (2)2x6 PLATES-LAP SPLICES 48"MIN - stamp signal in blue <br /> 3c High Efficiency HVAC 3c 2.0 L 4x8 HF#2 HEADER(UNO)W/2"RIGID INSUL.@ INT. ink are unauthorized <br /> El copies and may be in <br /> 3d High Efficiency HVAC 3d 1.0 11 WINDOWS PER 2012 IRC-SEAL&INSULATE <br /> violation of copyright <br /> 4 High Efficiency HVAC Distribution System 1.0 <br /> p.5 2X6 STUDS @ 16 O.C.-FIREBLOCK IF > 10'-0" laws. <br /> 5a Efficient Water Heating +- <br /> 5b Efficient water Heating I.5 8 2X6 SILL W/CONT.CAULK. <br /> s 1 Renewable Electric Energy 05 1zoo wh I• R-21 INSULATION-VAPOR RETARDER <br /> Total Credits 1/2"GWB. <br /> *Please refer to Table R406.2 for complete option descriptions 7e_ <br /> N 0 2. AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 <br /> C T O V- <br /> Compliance based on R402.4.1,2: Reduce the tested air leakage to 4.0 air changes per Q <br /> hour maximum <br /> anW TYPICAL FLOOR `w^ w <br /> J <br /> Altd whole house ventilation requirements as determined by section M7507.3 of rhe W L/ <br /> International Residential Code shall be met with a high efficiency fan(maximum 0.35 W J <br /> watts/cfm),not interlocked with the Furnace fan ventilation g 3/4"T&G APA RATED SHEATHING(48/24)-GLUE&NAIL <br /> systems afumace �' W/8d @ 6"O.C. EDGE&10"O.C.FIELD Q <br /> including an ECM motor are allowed,provided that they are controlled to operate at low <br /> To quspeed alify <br /> veto claim this mode. JOIST PER PLAN-BLOCK @ SUPPORTS <br /> To qualify to claim this credit the building permit drawings shall specifj the option <br /> being selected and shall specify the option being selected and shall specify the CONT. RIM JOIST(W/R-30 INSUL.@ WALL) <br /> maximum tested building air leakage and shall show the hem recovery ve <br /> system. 5/8"GWB.(UPPER FLOOR)R-30 LOWER FLOOR <br /> 3s HIGH EFFICIENCY HVAC EIP <br /> QUMENT3a - -- ------ - -- "-- <br /> 0.5 <br /> Gas,propane or oilfired fbmace with minimum AFUE of 95% ---__ <br /> _-ATo qualify to claim this credit,the building permit drawings shall specify the option - - <br /> being selected and shalt specify the heating equipment type and the minimum - <br /> equipmentefficiency. - <br /> 5a EFFICIENT WATER HEATING 5a: 0.5 <br /> Water heating system shall include one fthe following: -- <br /> Gas,propene or oil water heater with a minimum EF of 0.62 Q <br /> or .1' <br /> - v <br /> Electric wafer healer with a minimum EF of 0.93. p B O <br /> and for both cases 0 <br /> All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75E__ O <br /> GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less° _ t 0) <br /> To qualify to and this credit,the water huilding parieater e drawings shell and <br /> the the option TYPICAL FOUNDATION E E <br /> being elected and shall specify the water heater equipment type and the mmrmum - ... M O N <br /> equipment efficiency and shall specify the maximum flow rates for all showerheads, - O C N <br /> kitchen sink fano is 9 <br /> end other iavato r meets. P.T.2x6 SILL PLATE G � <br /> ANCHOR BOLTS: > <br /> ¢ „0 <br /> �--/� PER STRUCTURAL ENGINEER SCHEDULE -o <br /> 2x6 FURR WALL W/ - - MIN, 1/2"dia.w/3"x3"x1/4"WASHER 5? rN <br /> @ 48"o.c.MIN.NOT LESS THAN 41/2" o <br /> R-21 INSUL., 1J2" tD BUT w/IN 12"OF SILL END-EMBED 7" a` <br /> AIR GAP,ALL>'S P.T. WALL REBAR: (2)#4 @ TOP OF WALL-CONT. <br /> i <br /> (2)#4 @ FTG-CONT. <br /> 4"CONC.SLAB W/6 + ��� #4 @ 18"O.C.VERT.&HORZ. <br /> POLY 0/6" 4= - FOOTINGS ON UNDISTURBED 1500 PSF SOIL <br /> COMPACTED BASE 4"0 PERF DRAIN IN CLASS II ROCK COVER Dat09 23 2013 <br /> PROVIDE ASPHALTIC WATERPROOFING A <br /> t <br /> a a„ AT EXTERIOR OF ALLFOUNDATIONS 2012-11 <br /> o g 0 8" SURROUNDING HABITABLE SPACE, <br /> 4' A4. 0 <br /> R-10 RIGID INSUL. 16" <br /> T WIDE HORIZ. <br /> 1 2 PICAL WALL SECTION @ 3 STORY w/ CONC. SLAB <br /> A STYCALE:1/2"=V-0" If ( C J <br />