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Simple Heating System Size: Washington State <br />This healing system salt calculate, is Weed on the Prescdp8ve Requirements of the 2018 Washing- Slzte Energy Code (WSEC) and ACCA <br />Manuals J antl S. This tool will calculate heating bads only. ACCA procedures for sung cooling systems should be used fo determine ceoling loads. <br />Psuse complete the green dnel downs and boxes that are applicable <br />to W,, pnyect. As } make selections in the drop -dorms fw 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 cored the WSU Energy Program at <br />nergycodet�energywsu.etlu or (360) 956-2042 for assistance. <br />P ject lnlormation <br />Canna lnformab'on <br />esidence <br />E111 Medora Way <br />®nu omUr� <br />Ox®twma <br />7o use detaneemahucrrpnu ror earn aacbon, place your curapron <br />the wpm •msnuctions <br />Design Tampersha. DBerence(AT) 47 <br />"r ,�,rroeepan o„Im°- ems, w <br />Area of BuOding <br />C.salnad Floor Area <br />Instruct,... Coneitionetl Floe, Ares(aq ft) <br />2,161. <br />Average Ceiling Height <br />ContlNonetl Volume <br />inst.�ct,°n., AverageCallingHeight(q) <br />80 17,288 <br />and D <br />Glazing r <br />U.Factor X Area = UA <br />ons t,s <br />Ci <br />0.280 313 87.64 <br />Skylights <br />- <br />U-Facor X Area - UA <br />Imwmons <br />0.50 O -- <br />Insulation <br />Attie <br />U-Factor X Area = UA <br />0.028 1,199 31,17 <br />Singh RaOer or Joist vaulted Ceilings <br />U-Factor X Area UA <br />ns<r°mio2 N°v,",.a <br />_ .. ._y <br />Above Grade Wars r.°= ,1 <br />U-Factor X Area UA <br />Ineruaion <br />0.0% 797 44.63 <br />Floors <br />U-Factor X Area UA <br />Below Grade Wa1151===1,s.1) <br />U-Factor X Area UA <br />0.042 1,010 42.42 <br />Slab aebwG d a <br />F.Factor X Len th UA <br />0.303 133 40.30 <br />Slab on Grad , <br />F-Factor X Length UA <br />mstn.s "'""` <br />0.360 51 18.36 <br />Lecatien of Ducts <br />Duet Leakage Coefficient <br />1.10 <br />Bum of UA 264.53 <br />Figure 1. <br />Envelope He at Load 12,433 BmlHour <br />--AT <br />AT <br />at, Leakage Heat Lead 1,175 Bw I Hour <br />VNumex de Txrate <br />Building Design Heat Load 21,208 mulHour <br />_ <br />Airleaka <br />auilding end Duet Heat Load 23329 Btul Hour <br />nd Dbact HetWeds <br />Duch M umm�dboretl space sum afbuJdm hest be, x 1 fe <br />n9keat32, x1 <br />Ducfain cHast quspace Output <br />Mavmum Heaf Equipment Output 32,880 BW/Maur <br />epicene and mcr 1reaz roes x ,.4D ra Torres ar menace <br />euearoe one eunrealmaa x , 2s mrnampamp <br />Window, Skylight and Door Schedule <br />Project lnfe-tion <br />Primary Residence. <br />2817 Medora Way <br />Everett, WA 98201 <br />Ref. U-factor <br />Exempt Swinging Door (24 sq. ft. max.) <br />Exempt Glazed Fenestration (15 sq. ft. max.) <br />Vertical Fenestration (Windows and doors) <br />rorovn) <br />Contact Inbrmafion <br />Width Height <br />Qt. Feet I°' Feet "" Area UA <br />Component Width Height <br />Description Ref. 1-1-factor Qt. Feet"' Feet I" <br />Sliding door <br />10.28 <br />Swing Door <br />0.28 <br />Sliding door <br />0.28 <br />Fixed Window <br />0.28 <br />Sliding Window <br />0.28 <br />Sliding Window <br />0.28 <br />Sliding Window <br />0,28 <br />Sliding Window <br />0.28 <br />Sliding Window <br />0.28 <br />Sliding Window <br />0.28 <br />Sliding Window <br />0.28 <br />Sliding Window <br />0.28 <br />Sliding Window <br />0.28 <br />1 8 1 16 <br />3 3 6 <br />1 5 6 <br />4 6 <br />2 6 3 <br />1 4 2 <br />4 4 <br />1 4 3 <br />1 6 4 <br />1 3 3 <br />E2 <br />3 3 <br />Sum of Vertical Fenestration Area and UA <br />Vertical Fenestration Area Weighted U = UA/Ama <br />Overhead Glazing (Skylights) <br />Component Width Height <br />Description Ref. U-factor Qt. Feet"`" Feet <br />d - <br />Sum of Overhead Glazing Area and UA <br />Overhead Glazing Area Weighted U = UA/Area <br />Total Sum of Fenestration Area and UA (for, heating system sizing calculations) <br />Fo_oF 0.00 <br />0.0 0.00 <br />Area UA <br />53.3 14.93 <br />60.0 16.80 <br />33.3 9.33 <br />26.7 7A7 <br />36.0 10.08 <br />9.3 2.61 <br />16.0 4.48 <br />12.0 3.36 <br />24.0 6.72 <br />9.0A <br />6.2 <br />312.9 87.61 <br />0.28 <br />Area UA <br />0.0 0.00 <br />0.0 0.00 <br />0.0 0.00 <br />0'0 0.00 <br />0.0 0.00 <br />0.0 o.ao <br />o.o o.00 <br />0.00 <br />312.9 87.61 <br />ROOF CONSTRUCTION <br />50-YR COMPOSITION ROOFING ON <br />3011 FELT ON <br />PLYWOOD ROOF SHEATHING ON <br />2x RAFTER OR TRUSS TOP CHORDS @ 24' O.C. <br />R49 INSULATION WI VAPOR BARRIER <br />2x CEILING JOISTS OR TRUSS BOTTOM CHORDS @ 24.O.C. (U.N.O.) <br />6F G.W.B. (5t8' TYPE T @ GARAGE WHERE NOTED) <br />1' MN. CLEAR VENTED AIR SPACE <br />ABOVE THE INSULATION <br />CONT. RIGID BAFFLEPANEL TO MAINTAIN VENTILATION <br />/- PROVIDE (3) 013W OPENINGS AT EA. <br />BLOCK FOR VENTILATION <br />r- 5'GUTTER <br />�- 1r6 FACIA BD. '. <br />- 1A PINE T&G SOFFIT w/CONT. VENT <br />V <br />HEADER PER STRUCTURAL <br />R-10 RIGID INSULATION AT HEADER <br />2x6 TOP PLATE <br />WINDOWS WI MAX. <br />Mg <br />U-VALUE = _M <br />WALL CONSTRUCTION: <br />FLOOR CONSTRUCTION: <br />FIBER -CEMENT LAP SIDING OR PANEL ON <br />CARPET, HARDWOOD, OR TILE FINISH FLOOR ON <br />T&G PLYWOOD SUBFLOOR (SEE STRUCT. NOTES ON - <br />1 LAYER OF GRADED' BUILDING PAPER ON <br />PLYWOOD WALL SHEATHING ON <br />SHEET All. SEAL ALL SEAM) ON <br />FLOOR JOISTS @ lF O.C. U.N.O. (SEE FRAMING PLANS) <br />2x4 STUDS @ IS' O.C. AT EXTERIOR WALLS STUO4 @ 16' O.C. <br />AT INTERIOR WALLS) U.N.O. <br />112'G.W.B. <br />R-21 INSULATION WIVAPOR BARRIER <br />1fYG.W.B. <br />MIN. <br />41 1/4' / MAX 02' _ <br />CIRCULAR HANDRAIL <br />2.y11. <br />- - MAIN FLOOR -� <br />/ <br />10' MIN. <br />CEILING <br />5/4' PL 202 <br />TREAD' <br />z FINISH GRADE <br />TREADS SCREW <br />-. STRINGERS <br />. - <br />lx <br />RETURN HANRAIL TO WALL OR <br />TERMINATE IN I IEWEL POST <br />3 INKSTAIRWIDTH <br />♦ <br />//\\//\/\/� <br />'A <br />nL9 <br />1q[iM(� W�SIS?CR60 21X(ar (E)CONCRETE WALL <br />.�" 202 STRINGERS' N1TH <br />9g <br />_ <br />2x4 SPACERS AT WALLS <br />(E) CONCRETE SLAB <br />17TYPE 7CGWB... <br />314'NOSING • a <br />///\//\//�j <br />MIN.Od FlREBLO(3atG- <br />PROVIDE FIRE BLOCKING <br />BETWEEN STUDS & STRINGERS ��//\\�/�\/\//\�����\//�\/\/\/• <br />\/\//\� <br />OTW. STAIR DETAIL <br />SCALE: 1" = 1'=O" <br />R-21 INSULATION <br />PROPOSED (I II <br />MASTER BR <br />NEW FLOOR JOIST SEE STRUCTURAL <br />R-38 INSULATION <br />(E) SLAB <br />(E)CONCRETE FOOTING <br />OSECTION AT MASTER BEDROOM <br />SCALE: 1/2" = 1'=O" <br />OTW. WALL SECTION <br />SCALE: 112" = 1'=O" <br />MAIN FLOOR <br />NEW WX24' WINDOW <br />PROPOSED BED ROOM U-VALUE=.28 <br />2 x S FURRING STUD WALL wI R41 INSULATION <br />R-10 RIGID INSULATION <br />BASEMENT <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />OSECTION AT WINDOW <br />U <br />W <br />0' <br />a <br />A <br />H <br />F <br />w <br />w <br />in <br />in <br />J <br />W <br />0 <br />O <br />2 <br />W <br />1 <br />W <br />U <br />Z <br />W <br />0 <br />U) <br />NW <br />I..1.. <br />00 <br />N <br />W <br />Q <br />Z <br />Q <br />m <br />O <br />N <br />uj <br />U <br />