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20150352 Permit Pkg 01202016City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: SOUNDBUILT NW LLC Address: PO BOX 73790 PUYALLUP WA 98373 Property Information: Site Address: 14444 99TH "E SE Assessor Parcel No.: 78640118800 Contractor Information: Name: SOUNDBUILT NW LLC Address: PO BOX 73790 PUYALLUP WA 98373 Contractor License No.: Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 188, PLAN 2470A Sq. Ft. per floor: C.11 9 7PA Second 706 Third Garage 391 Basement Fees: Item NEW RESIDENTIAL BUILDING MECHANICAL PLUMBING Subdivision Permit No.: 20150352 Issue Date: 1/20/2016 (Work must be completed within 180 days) Phone: 253 - 848 -0820 Owner: SOUNDBUILT NW LLC TAHOMA TERRA Lot: 188 Expires Phone: 0 /00 /0000 Heat Type (Electric, Gas, Other) Contractor SOUNDBUILT NW LLC SOUND HEATING & AC RAINIER VIEW ROOTER, LLC GAS Fees $17,795.26 $ 78.25 $ 125.00 TOTAL FEES: $ 17,998.51 Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently registered in the State of ashingto Signature Date 7� Firm <�-,kA,n to t'CX-yV �:, OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: Cat �45 le (360) ;06 PM 00219957 1/20/2016 4 RECR TERM: 001 OPER; Co 7g98.51 REF #: PAID BY 33.0000 5U17D996 51CRITS TRAN,. 20150352 SOUNDBUILT NW LLC 14444 99TH AjE795.2ECR BLQ -RES1 78.Z CR MEW 125.00CR PL TENDEREQ: 17,998.51 (HECK APPLIED: 17,998.51° p ,00 CHANGE: 'its of Yelm (36 ) 458 -3244 REC #: 00219960 1/20/2016 4:08 PM OPER: CO TERM: 001 REF #: 17527.81 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20150354 17,527.81CR SOUNDBUILT NW LLC 9941 DAIN ST SE BLD -RE31 17,324.5ECR MECH 78.2ECR PL 125.0(CR TENDERED:. 17,527.81 CHECK APPLIED: 17,527.81- CHANGE: 0.00 City of Ml (36 ) 458 -3244 REC #: 00219959 1/20/2016 4:07 PM OPER: CO TERM: 001 REF #: 17527.81 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20150353 17,527.81CR SOUNDBUILT NW LLC 10077 JENSEN OR SE BLD -RES1 17,324.5ECR PL 78.2ECR 125.00CR TENDERED: 17,527,81 CHECK APPLIED: 17,527.81 - CHANGE: 00 REPRINT YELM COMMUNITY SCHOOLS PO BOX 476 YELM WA 98597 Receipt #: 330483 Clerk: Croy Manual #: Terminal: 1 1/12/2016 12:44 PM NSOUNDBUILT NSOUNDBUILT SOUND BUILT NW LLC, HOMES PO BOX 73790 PUYALLUP, WA 98373 -0790 Qty Item_ Price 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /lot #45 -10077 JENSEN DR SE ;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /LOT# 66 -9920 JENSEN DR SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027/LOT # 142 -9934 JUSTMAN ST SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /LOT #158 - 9941 DAIN ST SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /LOT #188 - 14444 99TH AVE SE;YELM Subtotal 15075.00 Tax 0.00 Total 15075.00 Check 15075.00 6489 Change Due 0.00 THANK YOU CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: 14444 99th Ave SE Parcel #: 78640118800 Subdivision: Tahoma Terra Lot #: 188 Plan #: 2470A Zoning: IZI New Construction ❑ Re -Model / Re -Roof / Addition Home Occupation Sign © Plumbing 0 Mechanical Mobile / Manufactured Home Placement Other Project Description/Scope kF7, of Work : c- ristruct new SFR using plan 2470A Project Value: V �J Building Area (sq. ft) 1St Floor 1784 2nd Floor 706 3rd Floor Garage -2 car 391 3 car Covered Patio 126 Covered Porch 74 Patio Deck # Bedrooms 3 # Bathrooms? Heating: GAS /OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: Soundbuilt Homes ADDRESS Po sox 73790 EMAIL meganp @soundbuilthomes.com CITY Puyallup STATE WA ZIP 98373 TELEPHONE 253 -848 -0820 MECHANICAL CONTRACTOR sound Heating & Ac TELEPHONE 283 -675 -3350 ADDRESS 5526184th St E #A EMAIL CITY Puyallup STATE WA ZIP 98375 FAX CONTRACTOR'S LICENSE # SouNOHAO06oA EXP DATE 5/17 CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. dn Applicant's Signat re Date Owner / Contract 10 er's Agent I Contractor's gent (Please circle one.) All permits are non - transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned "$ v C 105 Yelm Avenue West -- {369 }4'"- as35 - - - -- Yelrn, WA 98597 (360) 458 -3144 FAX www.ci.yelt'n.wa.us SEGA Engineers', � Structural & Civil Consulting November 10, 2015 To: Building Official City of Yelm Community Development Department From: Greg Thesenvitz, PE /SE Principal Re: Site specific structural calculations. SEGA Engineers has provided structural calculations for plan Plan 11-2 -2470 prepared by Landmark Design. The calculations are for a generic site with a design criteria of a 25 psf snow load, a 110 mph Exposure B wind load, and Seismic Zone D per 2012 International Building Code Chapter 16. This is to verify that the calculations and design criteria above are applicable for the following project and location: Soundbuilt Homes Tahoma Terra, Lots 1 -200 Yelm, Washington. Please address any questions to SEGA Engineers 22939 SE 292 °d Place • Black Diamond, Washington 98010 • (360) 886 -1017 ate•.. a 2' MIN SETBACK BETWEEN SIDEWALKS, of Ye!m, CDD DRIVEWAYS, EASEMENTS, AND STEP TANK W /5' Approved MIN FROM PROPERTY LINES, HOUSE AND PORCH FOUNDATION AND 12' MIN FROM PROPERTY LINE / 54' 1T-3 EX. ROOFDRAIN POWER I — — " GAS I cn m s� Aram[ SOUNDBUILT HOMES, INC. P.O. BOX 73790 PUYALLUP, WA 98373 PH: (253) 848-0820 FAX: (253) 539-0514 18' 22, -1" SIL122--041" E — N01 4008"E 100.01' — UF SF- �� ■uauiu.gu� ■� � ............................. ..............................� rn L WATER • _ ■ 5 BSBL i • I i �,� ST CIO (TYP) D OPEN I ■ I PATIO O G 1 I a °U I I b a I/ ■ I■ 247OA -9 -2 Ss C/o I I� ■ I PORCH �■9i1 ■I ■ I ■ I Ib° + all Ir ■� a ;� JJ■s c■ O ° c I ■I I °_■ O a a 5_32"' all 1 ■ 4 0. ■�I Ip■ Kf a ■ W' ■ ■ �� �� 5' BSBL 5-5° 46 N a i 1661 • i.l. gm. gmgi. i■ imi.m. ig•.!■ mim■■ mggi■/[...\■/■ f. i/a iia ■ s ■. /11...... magi /aag :iiigm ■/! Room! P I S01 "40'08"W 100.01' 14444 99th Ave SE Yelm WA 98597 PARCEL# 78640118800 - LOT 188 WG 01/11/2016 541 I I 23--6-1 577 P 1 q QK OttE E U 5 ro 13 � i� —T- �` FRLoNN IMPERVIOUS AREA NOF=2605S.F. SCALE: I"=10' Vg" SIDEWALK =423 S.F. TOTAL -3,028 S.F. 0 5 10 20 LOT S.F. = 5,001 h a 7 3 w S � � 3 v1 W o � $ 3 a w 0- w a iw � 3 I 3 � STEP NOTES: 1. FRONT PORCH FOUNDATION AND STEP TANK LOCATION SHALL BE STAKED OUT FOR SET BACK INSPECTION. CONTACT INFO MEGAN: (253) 256 -8748 i D I� D 0 a b \\ . O G � a °U b a I/ a 7 3 w S � � 3 v1 W o � $ 3 a w 0- w a iw � 3 I 3 � STEP NOTES: 1. FRONT PORCH FOUNDATION AND STEP TANK LOCATION SHALL BE STAKED OUT FOR SET BACK INSPECTION. CONTACT INFO MEGAN: (253) 256 -8748 STRUCTURAL CALCULATIONS FOR THE SOUNDBUILT HOMES RESIDENTIAL PROJECT Plan 1-2- 2470 -2 November 10, 2015 Job No.: 10 -041 Location: Lots 1 - 200, Tahoma Terra Yelm, Washington SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Copyright 2015, SEGA Engineers STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood [Joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE /SE SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2012 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph KZt 1.00 Exposure B Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing Copyright 2014, SEGA Engineers 1,500 psf (U.it) Project 1-2 -2470 Job No. 10 -041 By: GAT Checked Date: 10/21/14 Sht 1 SEGA f �i Weeps /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) '/2' OSB 2x @24" Insulation 5 /e" GWB Misc. LL Snow, Pf Reduction, Cs 6/12 pitch = 27 de Total Roof Load DL Flooring 3/4' Plywood 2x12 @16 "oc 5 /," GWB Misc. LL Residential Total Floor Load DECKS DL 2 x Decking 2x10@ 16 "oc Misc WALLS LL Residential Total Deck Load DL Siding 112 Plywood 2x6 @16 "oc Insul '/2 GWB Copynght 2014, SEGA FjMWAm Project L2 -2470 Job No. 10 -041 By: GAT Checked Date: 10/21/14 Sht 2 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf ( (115% Load Duration) 0.00 ( (C, = 1.1, other surfaces) 9.5 psf SEGA Engineers PROTECT. /Structural & Civil Consulting Engineers JOB NO. %o . 04/ FIGURED BY 7- 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE �/) SHEET -3 OF = D, 45(0,- Se "x')C Zqv mA- 6 W2 r !L %are r�nZr(:i,� 16 r r �\:77' '� r 4LA w-ldtz)( 4o uu'tit— '�L�CSv�SE�I J �t )3 1, 17 3 1, SEGA Engineers / PROJECT -71 Structural & Civil Consulting Engineers JOB NO. �D� p �. � FIGURED BY 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATECnr / 17 SHEE OF fit, A),\) � KM) ot v / 'zIM) J 2Z')3 )ZI A) t,+ i� Svl �,� � {�✓� rF ST�1Z �� S Ej44 -,4- z A/ r I '-q 1 I )`V f�s - IDL- oK i i SEGA� Engineers, Project L2 -2470 S/ tructural & Civil Consulting Engineers Job No. 10 -041 By: GAT 22939 SE 292nd PL (360) 886 -1017 r Black Diamond, WA 98010 Checked Date: 10/21/14 Sht. r� LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F Sos W Eq. 12.14 -11 R where, F = 1.1 Two -Story Building Sos = 1.00 Ss = 1.5 Fa = 1.00 (Table 11.4 -1. S, > 1.25) R = 6.5 Table 12.14 -1 W = Seismic Weight For W: W,oa= (40ft) (55ft) (16psf)+ (2) (40 ft+ 55 ft) (4.5ft ) (9.5psf) = 43 kips Wfl..,= (40ft) (15ft) (14psf)+ (2) (40ft+ 15ft) (4.0ft) (9.5psf) = 13 kips Wtotal = 56 kips Design Base Shear, V = ( .169) (56 kip) = 9.5 kip E = 9.5 kip = 6.8 kip 1.4 WIND Design Wind Pressure, p, _ . KZt P :30 Eq. 28.6 -1, Sect. 28.6.3 where, = 1.00 0- 15ft Exposure B Figure 28.6 -1 = 1.00 20 ft = 1.00 25 ft Km = 1.00 Section 26.8 Pao = 17.7 psf 110 mph Figure 28.6 -1 (ASD) Po. is = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) P20 = ( 1.00) (1,00) (17.7 psf) = 1770 psf ( x 0.6 = 10.62 psf) P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vfro= (40ft) 10 ft) (17.7 psf) + (40ft) (5 ft ) (17.7 psf) + (40ft) (5 ft ) (17.7 psf) = 14.2x0.6 8.5 kips Therefore Vs„= (62ft) 10 ft (17.7 psf) + (42ft) (5ft) (17.7 psf) + (12ft) (5 ft ) (17.7 psf) Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side /Side = 15.8x0.6 9.5 kips Copyright 2014, SEGA Engineers SEGA Engineers PROJECT LL - 47 Structural & Civil Consulting Engineers JOB NO. I _ 0 ,, f FIGURED BY � . L 22939 SE 292nd Place �( Black Diamond, Washington 9801 CHECKED BY DATE .0 )q4 �( ¢ SHEE (360) 886 -1017 T 0 OF r2oer 3 _3SeLr 010 tr ttw �t .,ys'�C90 'ItAfr -y 1 VQ = �ii�5' ���0��1'���t i S ')ClQ`)tI�e) (lo)(/".t.r )) 3 (S) = � 3z 10 i — —313 Z► y I ` 0 Copyright 2014, SEGA Engineers Iiy0 P tfh-4/74r SEGA Engineers l Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886 -1017 PROJECT LZ — Z �7 b JOB NO. FIGURED BY (�47. CHECKED BY DATE o`71I�¢ SHEET OF \Vl*L 4 (/� �.. 1%l4- 5, ,' ZO' =4s' 4 zaps Z. q4xk�, � h 3 -C,+q q14 ��,ZBD M Copyright 2014, SEGA Engineers ism s 0.ot llrA 9' _x L 91 Hopi ->< x s 0.ot llrA 9' _x L 91 Hopi SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (380) 888 -1017 • FAX 888 -1018 PROJECT PLAN L2-2410 JOB NO. 10-041 FIGURED BY G^ CHECKED BY DATE 1 0/21/14 SHEET 1 OF SHEAR WALL KEY PLAN UPPER FLOOR A A - 681 SQ FT A q 5 5 HTS10 - GIRDER LSTA30 - NOR I SILL TO . BLOCK TO TOP PLATE� 3 (O 3. q PLACES ' D) `l MAIN FLOOR A = I,183 $Q FT A 0 A = 429 SQ FT A = 189 SQ FT DSQ - GIRDER TO 1OP flA E 2 (TYP. OF 2) SEE 9W981SIT SiRUIYAIIALL SB. SEE 9WSBISM SCN P ODU T G 3 SRIPSLN PRODIILi GLADE SRIP"uON F4dODIlLi GUIDE 3 FOR PORTAL INSTALLATOL FOR FOWAL NSTALLATION. p� MR OF 1) (PP. OF 1) ToT - CK / SILL TD 3. BLOOCEW \ fTTP.1 PLACES) W � � 0 W Z U C/) � � Q � cl: Q W 2 U) 7 n ® % - CM w e e Q kCZ x co \ \ \ \ � / « \ m / E \ 7 \ \ 2 ± / / C)E k _ •5 % \ ) \ C = 7 E 7�© § § § = 2 @ �co 0 b 0 & 0 = t a = r CO = kƒ A A A 9 \ \ % 2 f = r ; \ \ / $ / \ / a2 2 G 2° / (� \ 3 / (D a A % A Cl) m g / m$ $ 2 3 3 7 / 2 2 / 7 z ) (Z co � E- ƒ 0 ƒ 0 ƒ C % / $ \ 2 / 2 \ g m ± �� ƒ \ 2 m a 7 s 0— / / / [ / \ A A A /� \ 7x./ >ƒ N/ ±9 7 % - 3 e e Q kCZ £ co \ � 5 / � g # 2 \ « \ m / \ \ \ 2 ± 2 e k _ •5 w \ C \ E 7�© = 2 @ \ _ m % g = = a a g ± S e % \ = \ 0 \ \ / (Z f c \ / $ / \ / a2 2 G 2° / (� \ = f \ \ - m 6 \ 9 t_- o Q- a e .E -0 $ _ E §.- \ 2 2 / 7 z ) (Z co � _ D \ / 2 kE \ \/ \£�7 ± �� ƒ \ \\ m a 7 s 0— / / / [ / a % = [ o cz _ /� \ 7x./ >ƒ N/ ±9 $ c E -- o a o n e 0 0/ 7$ \_7 o2 e m g = 2 n/ co ® 2/ m 0 2 O o 1 « \ .R m \ % s a[ o n E° � Cl) / 4 ± \ z $ § 2 O ¢ �.g 13 = -- e a) / � Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information L2 -2470 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Climate Zone Fenestration U- Factor ° Skylight U- Factor Glazed Fenestration SHGCb,e Ceiling Wood Frame Wall9,k,l Mass Wall R- Value' Floor Below Grade WaliC k Slabd R -Value & Depth 5 & Marine 4 R- Value a U- Factor a 6 R- Values U- Factora n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 49 0.026 49 0.026 21 int 0.056 21 +5ci 0.044 21/21h 0.056 21 +5h 0.044 309 0.029 301 0.029 10/15/21 int + TB 1 0.042 10/15/21 int + TB 0.042 10, 2 ft I n/a 10, 4 ft I n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on rage 2. Each dwelling unit in one and two- family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: [_]1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary nl +;nn nncrrinfinn Credit(s) 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergV.pd f *1200 kwh 1.5 0.0 1.50 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R- values are minimums. U- factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U- factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 11 10/15/21. +TB" means R -10 continuous insulation on the exterior of the wall, or R -15 on the continuous insulation on the interior of the wall, or R -21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21. +TB" shall be permitted to be met with R -13 cavity insulation on the interior of the basement wall plus R -5 continuous insulation on the interior or exterior of the wall. "10/13" means R -10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R -10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. P Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13. +5" means R -13 cavity insulation plus R -5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R -value shall be permitted to be reduced by no more than R -3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R -value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist - vaulted ceilings, the insulation may be reduced to R -38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R -10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U- factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information L2 -2470 Ref. U- factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component uescripuon mei. u -racwr Entry Door 11 0.20 Entry MMEME 0.30 Master Bath 1 1 0.30 Master Bedroom 0.30 Master Bedroom 10.30 =MEMO Great Room 10.30 Dining Room ENME 0.30 Kitchen ©� 0.30 Bedroom 2 11 0.30 Bedroom 3 111 0.30 Garaqe /Dwelling Door 1 1 0.20 Contact Information Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch �©E 111 11 111 MMEME 11 . 11 1 1 • 11 �MEMO =MEMO ENME 11 ©� I 1 MMEME 11 111 11 111 ENMEMO III 1 1 III 1 1 ENME�� 11 111 MMEME 111 11 111 11 MMEME 1 I 111' MMEME 111 11 111 11 NINE 11 111 MENEME 11 =MEMO 11 111 =MEMO MEN MMEME MMEME MMEME MEN --E-■ --■-■ --■-■ MEN --■-■ --■-■ --■-■ MEN E --■-■ --■-■ --■-■ --■-■ --■-■ --■-■' --■-■I, Area UA 11 111 11 111 Area UA 11 . 11 1 1 • 11 11 111 I 1 111 11 111 11 111 1 1 III 1 1 III 1 1 III 11 111 11 111 11 111 11 111 1 I 111' 11 111 11 111 11 111 11 111 11 111 11 111 Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Overhead Glazing (Skylights) Component Description Ref. U- factor Width Height Ot. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 301.81 86.76 0.29 Area UA �l -I is 301.81 86.76 Simple Heating System Size: Washington State loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U- factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. 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 values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956 -2042 for assistance. Project Information Contact Information L2 -2470 Heating System Tvpe: O All Other systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions ". Design Temperature _ Design Temperature Difference A Lacey 5 AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building 20,650 Btu/ Hour Sum of UA X AT Conditioned Floor Area Air Leakage Heat Load 12,018 Btu / Hour Instructions Conditioned Floor Area (sq ft) U- Factor X Area = Average Ceiling Height Attic Conditioned Volume instructions Average Ceiling Height (ft) 2,737 20,995 Glazing and Doors U- Factor X Area = UA 90.60 Instructions 0.30 302 Skylights U- Factor X Area = UA Instructions 0.50 0 --- Insulation 20,650 Btu/ Hour Sum of UA X AT Air Leakage Heat Load 12,018 Btu / Hour VolumeX 0.6XATX.018 U- Factor X Area = UA Attic 0.026 2,737 71.16 Instructions Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 50,309 Btu / Hour Single Rafter or Joist Vaulted Ceilings U- Factor Area UA Instructions No selection --- Select R -Value Above Grade Walls (see Figure 1) U- Factor Area 2,790 UA 156.24 Instructions R -21 Intermediate 0.056 ;- U- Factor Area UA Floors `" 0.029 2,470 71.63 Instructions R -30 Below Grade Wall s a ure1) U- Factor Area UA Instructions No selection --- SeledR-value Slab Below Grade aeaF ure� F- Factor Len th UA Instructions No selection -- Select conditioning Slab on Grade (see Figure 1) F- Factor Leh UA instructions � No selection - -- Select R -Value Location of Ducts Duct Leakage Coefficient Instructions — .,.. ' Unconditioned Space 1.10 Sum of UA 389.63 Figure 1. Ahow Grade 53 Envelope Heat Load 20,650 Btu/ Hour Sum of UA X AT Air Leakage Heat Load 12,018 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 32,668 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 35,935 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 50,309 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) 2015 13 Y: -------------- - - - - --