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NEIGHf <br />8, WINt)OW 51LL f0 �E MAX A4" OFF OF FLOOP <br />9, EXtFlOP W&L5 fO M 2" X 6" @ 1611 O,C, INf 2" X 4" @ 1611 O,C, <br />10, ALL I3AiHP00M UTILITY AEG KIiCHEN5 f0 HAVE EXHAU5f PAN5 MIN, ,55 AR CHAN6E5 PEP HOUP, <br />11, Afi1C VEN f , TO DE CON1", PIr)GE V%f ANP 5CPEENEp 6A3LE VENf5 <br />12, ALL HEArEP5 PEP nEfAIL <br />15, ALL COKJRTTE EXP05EP fO WEA1-IEP fO D3 5000 P51, <br />Al PFF5PFCIVF5, 51T� PLAN <br />A2 6FNFPAL N0T�5, 5CHPUL�5, FW\6Y COPF5 <br />A� MAIN FLOOP PLAN, UPPFI? FLOR PLAN, FOUWAWN PLAN, P�TAIL5 <br />A4 �XtP\101? �LFVAWI\15, PFTAIL5 <br />A� P00F FFAMIN6 PLAN, UPPFP\ FLOOF FFAMIN6 PLAN' nFf&5 <br />A6 M�GHANICAL N0T�5 <br />WNPOW 5CN L <br />UMP�P <br />Q <br />FIOR <br />� 55 <br />MP P <br />U-F C <br />1 <br />0 <br />, <br />5 <br />1I <br />2 <br />I <br />1 <br />0.28 <br />6011 <br />1 <br />1 <br />5 <br />, <br />'' <br />4 <br />20,28 <br />601, <br />5 <br />0.28 <br />11 <br />�J 1 <br />2 12 <br />f5, <br />(� <br />II <br />L00 <br />I <br />I <br />SCI�I - <br />1 <br />I <br />1 <br />1811 <br />1211 <br />11 <br />L <br />CO-1 <br />2811 <br />1211 <br />1811 <br />LC <br />1 <br />C - <br />1 <br />II <br />9u <br />II <br />II <br />C <br />1 <br />C04 <br />1 <br />II <br />9 U <br />12 li <br />2 II <br />WAL L <br />CAN I <br />I <br />I <br />II <br />II <br />!I <br />C <br />IN <br />_ <br />0 SHEARWALL SCHEDULE <br />��d <br />TYPE <br />PEQ'D SILL <br />SHEATHING PANEL EDGE NAILING <br />BASE PLATE CONNECTION <br />PANEL FIELD NAILING <br />TOP PLATE <br />PLATE <br />CONCRETE C� WOOD <br />CONNECTION <br />260 <br />-5 3 "- DX -- - -ONE _ 99 panel edges <br />1.t1s2 CDX PLYWOOD ONE SIDE 2x 8d � 6 oc P II <br />8d 12" oc field /" 0 A. Ba 48" oc <br />@ @ <br />16d 6" oc <br />@ <br />1 <br />Ads @ 24" oc <br />380 <br />2 <br />15/32" CDX PLYWOOD - ONE SIDE 2x 8d @ 6" oc panel edges <br />8d @ 12" oc field 1/2" 0 A.B. C 32" oc <br />(2) Rows 16d @ 6" oc <br />A35 @ 16" oc <br />480 <br />3 <br />15/32" CDX PLYWOOD - ONE SIDE 2x 8d @ 4" oc panel edges <br />8d @ 12" oc field 1/2" 0 A.B. @ 24" oc <br />(2) Rows 16d @ 6" oc <br />A35 @ 12" oc <br />640 <br />4 <br />15/32" CDX PLYWOOD - ONE SIDE 2x 8d @ 3" oc panel edges <br />8d @ 12" oc field 1/2" 0 A.B. @ 16" oc <br />(2) Rows 16d @ 4" oc <br />A35 @ 9" oc <br />760 <br />L�] <br />15/32" CDX PLYWOOD - BOTH SIDES 3x 8d @ 3" oc panel edges <br />8d @ 10" oc field 1/2" 0 A.B. @ 16" oc <br />(3) Rows 16d @ 4" oc <br />A35 @ 6" oc <br />9806 <br />1 15/32" CDX PLYWOOD - BOI H SIDES 3x 8d @ 2" oc panel edges <br />8d @ 10" oc field /2" 0 A.B. @ 12" oc <br />(3) Rows 16d @ 4" oc <br />LPT5 @ 8" oc <br />12&0 <br />15/32" CDX PLYWOOD BOTH SIDES 3x 8d @ 2" oc panel edges <br />8d @ 8" oc field /2" 0 A.B. @ 12" oc <br />(4) Rows 16d @ 4" oc <br />LP T 5 @ 6" oc <br />SHEARWALL NOTES: <br />1. All exterior walls to be TYPE "1" unless otherwise noted. <br />2. Studs shalt be spaced not more than 16" oc. <br />3. 7/16" Struct. II OSB may be substituted for 15/32" CDX plywood except SW TYPE 6 ft TYPE 7. <br />4. Block all panel edges with 2x minimum laid flat and nail per field nailing specification based on Shearwalt Type. <br />5. Provide a minimum of 2 studs at each panel end of all single sided Shearwalls. Both end studs shall be nailed per edge nailing requirements based on Shearwalt TYPE, <br />6. Provide 3x studs (or double 2x nail laminated) in all panel edges of Shearwalt Type "4" and greater. <br />7. Panel edge nailing of adjoining panels should be staggered. <br />8. Review Hold Down stud member size requirements for called out HD's as that will govern panel end stud member sizes when HDs are required, <br />9. 8d nails shall be 0.131" 0 x 2.5" (common). <br />10. 16d nails shall be 0.135" 0 x 3.5" (box). <br />11.10d nails shall be 0.148" 0 x 3.0" (common). <br />12. Concrete Anchor Botts (AB or ABs) shall have a minimum embedment of 7" and each sit[ plate section shalt have a minimum of 2 bolts. <br />13.Concrete Anchor Botts shall be placed in the middle 1/3 of the sill plate and each section of sill plate shalt have one bolt within 12" of each end. <br />14. Concrete Anchor Botts shall have 1114" x 3" x 3" plate washers. <br />15. T iten HD Screw Anchors may be substituted for Anchor Botts using a 4" minimum embedment. <br />PkAEfEP5 LIA131LIfY 1FPMINAfE5 UPON 155UANCF OF A PUILPIN6 ffrMlf, If 15 <br />TH� OWNEP5 ANP 13UIL12EP5 PESPON5IPILITY fO CONFEM ALL t)KN510N5 ANn <br />51TE CONn1110N5 PPIOP f0 CON5f, A5 WELL A5 COMPLIANCE IN PULL WITH ALL <br />60VEPNING CObE PEQUIPEMENi5, <br />PULPIN <br />1, fOfAL l3UILPIN6 5Q, Ef,: 660 5Q, Ef, <br />POQE; P-�58 <br />EX1"EPIOP WA15: P21 MIN, <br />E00P5: P-�0 <br />Prescriptive Energy Code Compliance for All Climate Zones in Washington <br />Project Information Contact Information <br />RENATA ADU VALMARI RENATA <br />2416 CLEVELAND AVE (206)348-3333 <br />EVERETT, WA 98201 <br />This project will use the requirements of the prescriptive path below and incorporate the <br />the minimum values listed. In addition, based on the size of the structure, the appropriate <br />number of additional credits are checked as chosen by the permit applicant. <br />Authorized Representative Date <br />All Climate Zones <br />R-Valuea <br />U-Factora <br />Fenestration U-Factorb <br />n/a <br />0.30 <br />Skylight U-Factor <br />n/a <br />0.50 <br />Glazed Fenestration SHGCb,e <br />n/a <br />n/a <br />Ceilingk <br />491 <br />0,026 <br />Wood Frame Wall,,m,n <br />21 int <br />0.056 <br />Mass Wail R-Value' <br />21/21h <br />0.056 <br />Floor <br />30g <br />0.029 <br />Below Grade Wall"m <br />10/15/21 int + TB <br />0.042 <br />Slabs R-Value & Depth <br />10, 2 ft <br />n/a <br />*Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. <br />Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to <br />achieve the following minimum number of credits: <br />1. Small Dwelling Unit: 1.5 credits <br />Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of <br />fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area <br />but less than 1500 square feet. <br />E12. Medium Dwelling Unit: 3.5 credits <br />All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall <br />require 2.5 credits. <br />❑3. Large Dwelling Unit: 4.5 credits <br />Dwelling units exceeding 5000 square feet of conditioned floor area. <br />❑ 4. Additions less than 500 square feet: .5 credits <br />Table R406.2 Summary <br />nntinn Dpsnrintinn <br />Credit(s) <br />1a <br />Efficient Building Envelope la <br />0.5 <br />1b <br />Efficient Building Envelope 1b <br />1.0 <br />1c <br />Efficient Building Envelope 1c <br />2.0 <br />1d <br />Efficient Building Envelope ld <br />0.5 <br />2a <br />Air Leakage Control and Efficient Ventilation 2a <br />0.5 <br />2b <br />Air Leakage Control and Efficient Ventilation 2b <br />1.0 <br />2c <br />Air Leakage Control and Efficient Ventilation 2c <br />1.5 <br />3a <br />High Efficiency HVAC 3a <br />1.0 <br />3b <br />High Efficiency HVAC 3b <br />1.0 <br />3c <br />High Efficiency HVAC 3c <br />1.5 <br />3d <br />High Efficiency HVAC 3d <br />1.0 <br />4 <br />High Efficiency HVAC Distribution System <br />1.0 <br />5a <br />Efficient Water Heating 5a <br />0.5 <br />5b <br />Efficient Water Heating 5b <br />1.0 <br />5c <br />Efficient Water Heating 5c <br />1.5 <br />Sd <br />Efficient Water Heating 5d <br />0.5 <br />6 <br />Renewable Electric Energy <br />0.5 <br />Total Credits <br />*Please refer to Table R406.2 for complete option descriptions <br />® 0.5 <br />El <br />171 <br />El <br />El <br />EJ <br />2 1.0 <br />El <br />El <br />11 <br />EJ <br />*1200 kWh 0.0 <br />Table R402.1.1 Footnotes <br />For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. <br />a R-values are minimums. 1-1-factors and SHGC are maximums. When insulation is installed in a cavity which <br />is less than the label or design thickness of the insulation, the compressed R-value of the insulation from <br />Appendix Table A101.4 shall not be less than the R-value specified in the table, <br />b The fenestration 1-1-factor column excludes skylights. The SHGC column applies to all glazed fenestration. <br />"10/15/21,+T B" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous <br />insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the <br />basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 <br />cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or <br />exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R <br />13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and <br />basement wall <br />d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. <br />e There are no SHGC requirements in the Marine Zone. <br />f Reserved. <br />'Reserved. <br />h Reserved. <br />'The second R-value applies when more than half the insulation is on the interior of the mass wall <br />)Reserved. <br />k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. <br />IReserved. <br />m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a <br />minimum of R-10 insulation. <br />Table R402.1.3 Footnote <br />a Nonfenestration 1-1-factors shall be obtained from measurement, calculation or an approved source or as <br />specified in Section R402.1.3. <br />x , ; . -. . <br />LIVING ROOM <br />1 <br />10.28 <br />s.# <br />REC- <br />REC-ROOM <br />i• <br />Overhead Glazing (Skylights) <br />Component <br />Table 4= <br />Ener*v Credits (2015 Code) <br />OPTION <br />DESCRIPTION <br />CREDIT(S) <br />Estimated Cost <br />la <br />EFFICIENT BUILDING ENVELOPE 1 a: <br />0.5 <br />Prescriptive compliance is based on Table R402. J . I with the following modifications: <br />Vertical fenestration U = 0.28 <br />Floor R-38 <br />Slab on grade R-10 perimeter and under entire slab <br />Below grade slab R-10 perimeter and under entire slab <br />or <br />Compliance based on Section R402.1.4: Reduce the Total UA by 5%. <br />3d' <br />HIGH EFFICIENCY HVAC EQUIPMENT 3d: <br />1.0 <br />Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space <br />heating system is zonal electric heating, a ductless heat pump system shall be installed <br />and provide heating to the largest zone of the housing unit. <br />To qualify to claim this credit, the building permit drawings shall specify the option <br />being selected and shall specify the heating equipment type and the minimum <br />equipment efficiency. <br />Simple heating Ijystem Size: wasnington State <br />This heating system sizing calculator is based on the Prescriptive <br />Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some <br />values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the W SU Energy Extension Program at (360) <br />956-2042 for assistance. <br />Project Information Contact Information <br />RENATA ADU" VALMARI RENATA <br />2416 CLEVELAND AVE (206)348-3333 <br />EVERETT, WA 98201 <br />Heatina Svsstem Type: 0 All Other Systems (D Heat Pump <br />To see detailed instructions for each section, place your cursor on the word "Instructions". <br />Desi n Tem erature <br />instrureio ns - _ - - - Design Temperature Difference (AT) 49 <br />E <br />dT =Indoor (70 degrees) -Outdoor Design Temp <br />Area of Building, <br />Conditioned Floor Area <br />lnstrucliors Conditioned Floor Area (sci ft) 660 <br />Average Ceiling Height Conditioned Volume <br />tnstructions Average Ceiling Height (ft) 8.0 5,280 <br />Clazing and ®oars U-Factor x Area m UA <br />instructions <br />U r a No selection <br />Skylights U-Factor x. Area UA <br />l rRsfn�cto" 0.50 r --- <br />Insulation <br />Attic U-Factor x Area - UA <br />lnsnrucuns - No selection <br />Single Rafter or Joist Vaulted CeilingsU-Factor X Area UA <br />lnstrt�cs�o!s iP e ,.� 0.027 384 10.37 <br />Above Grade walls (see Figure 1) U-Factor x Area UA <br />lrrstruction= n _ a _ -- 0.056 762 42.67 <br />Floors U-Factor x Area UA <br />lnsrrucvons 0.025 660 16.50 <br />Below Grade walls (see Figure 1) U-Factor x Area UA <br />instiuctiorl5 ( l -- - No selection l--_::J --- <br />Slab Below Grade (see Figure 1) F-Factor x Length UA <br />�nstruer4ons �- -' <br />No selection --- <br />Slab on Grade (see Figure 1) F-Factor x Length UA <br />F <br />--- <br />No selection <br />'.x�:as�'.a=se.�.'�rT:si'a,�,st:r .,. <br />Location of Duets <br />rs;rus' ions _.. -- <br />� P - � Duct Leakage Coefficient <br />1.10 <br />Sum of UA 69.54 <br />Envelope Heat Load 3,407 Btu / Hour <br />Figure 1. i Sum of UAXAT <br />Air Leakage Heat Load 2,794 Btu i Hour <br />VolumeX 0.6XATX.018 <br />Above Grade Building Design Heat Load 6,202 Btu / Hour <br />Air Leakage + Envelope Heat Loss <br />eel Gr den.,L - •--,- <br />Building and Duct Heat Load 6,822 Btu / Hour <br />Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 <br />Ducts in conditioned space: Sum of Building Heat Loss X 1 <br />Maximum Heat Equipment Output 8,527 Btu / Hour <br />Building and Duct Heat Loss X 1.40 for Forced Air Furnace <br />Building and Duct Heat Loss X 1.25 for Heat Pump <br />Project information Contact Information <br />RENATA ADU VALMARI RENA T A <br />2416 CLEVELAND AVE (206)348-3333 <br />EVERETT, WA 98201 <br />Width Height <br />Ref. U-factor Cat. Feet Inch Fee_ t Inch Area UA <br />Exempt Swinging Ooor (24 sq. ft. max.) I I J 1 0.01 0.00 <br />Exempt Glazed Fenestration (15 sq. ft. max) I I0.0 0.00 <br />Vertical Fenestration (Windows and doors) <br />Component Width Height <br />Cat. Feet Inch Feet Inch Area UA <br />Sum of Vertical Fenestration Area and UA <br />Vertical Fenestration Area Weighted U = UAIArea <br />Width Height <br />t. Feet Inch Feet Inch <br />im � 1 1 <br />� f <br />_ 11 <br />r / <br />�• <br />�7ioi <br />f 1 C::i <br />i . <br />Fea UA <br />�iii <br />tft <br />i <br />�ll <br />Sum of Overhead Glazing Area and UA 1 0.01 0.00 <br />Overhead Glazing Area Weighted U = UA/Area 0.00 <br />Total Sum of Fenestration Area and UA (for heating systorn sizing calculations) 150.0 38.80 <br />0 <br />me <br />� <br />s <br />7 <br />s <br />�m <br />\` <br />ae a <br />a � � <br />