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Specifications (13) Sheet 1 Bittlei- Job No. 156-0911-10 Project Sattler Alder Plan Date 4/8/13 Consultili , I/x. Client Sage Built Homes Subject Foundations By MEB Rev Description By Date A JPIan Check, BM 16 MEB 4/8/15 SUPPLEMENTAL STRUCTURAL CALCULATIONS Sattler Parcel 2 9888 SW Sattler Street Tigard, Oregon Permit No MST2015-00044 for Sage Built Homes, LLC BCI Job No. 156-0911-10 S,�RUCTUR-1t PROF�css q, G 14855 OREGON �� E � 14, EXPIRES 12-31-2015 April 8, 2015 These Supplemental Structural Calculations are submitted in response to a verbal plan review comment received from Dan Nelson regarding vertical support for a roof girder truss. The right end of the girder truss GT-2 lands above the entry. A 5%x 12" glulam beam "BM16" has been added across the entry to support the reaction from the girder truss. No changes are required to the foundation of the rest of the framing. Contents: Configuration Sheet 2 BM16 Design Sheet 6 Footings Sheet 9 Sheet 2 Butler Job No. 156-091 1-10 Project Sattler Alder Date 3/18/15 Consulting, Inc. Client Sage Built Homes, LLC Subject Configuration By MEB Rev Description By Date A Plan Check, Add BM 16 MEB 4/8/15 2 3 I I I H R H R I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I A I I jl® I I I I I I I I I I I I I I I I I I I I I I I I I I I i IIIIIIIIIIIIIIIIIIIIIIIII _ _ II - - 1I - - _ ~ - - I - - - .: .:.:::..:. ROOF FRAMING PLAN 2ND FLOOR FRAMING PLAN F25 r� F21 - - F2 r3 z — F4— JJ 3 r-F4 -- — —F5 —� z r - F2 ---4?— 4?--- I ---�'--- 1----�'----r?--- I F9 ---�?--- L---- ---r?--- I LJ LJ J F3 F21 ---r?--- --r?--- nN rn I — --- I qb �? - -� I F20 r- - F1 -_ - -7-r 3 -JF 19 F8 � r rip, L J D F24 F23 F22 FOUNDATION PLAN FRONT ELEVATION Sheet 6 .Butler Job No. 156-0911-10 Project Sattler Alder Plan Date 1/26/15 Consulting, Inc. Client Sage Built Homes Subject 2nd Floor Framing By MEB Rev IDescription By Date 2nd Floor Framing (Cont.) I A IPIanCheck, BM161 MEB 1 4/8/15 BM14 P2 P, = 2,308 Ib BM11 PSI w P2 = 447 Ib BM3 + w = (15+25) x 2' = 80 plf 5'-5" T Section 412 DF#2 1,409 lb 1,524 lb VMaX = 1,524 Ib f„ = 58.0 psi MMaX = 3,142 ft-Ib fb = 511 psi AX = 0.018 in OK Use 4x12 DF #2 Beam BM15 BM16 Span 24.83 ft 6.79 ft L, 20.42 ft 4.60 ft L2 4.41 ft 2.19 ft Roof Trib 1 7.00 ft - ft Floor Trib 1 10.90 ft 1.33 ft Wall Trib 1 9.00 ft - ft Roof Trib 2 7.00 ft 22.33 ft Floor Trib 2 4.00 ft 0.67 ft Wall Trib 2 9.00 ft 9.00 ft w, 969 plf 69 plf W2 610 plf 1,081 plf P 579 Ib BM9 7,347 Ib GT-2 R, 11,990 Ib 2,957 Ib R2 11,061 Ib 7,072 Ib MMaX= 74,194 ft-Ib 12,884 ft-Ib weq = 963 plf 2,234 plf Trial Section 51/2 x 221/2 Glulam 51/2 x 12 Glulam fv = 145.3 psi OK 160.7 psi OK fb = 1,919 psi OK 1,171 psi OK AX = 0.876 =L/340 0.075 =L/1,087 Use 51/2 x 221/2 GLB Use 51/2 x 12 GLB Sheet 9 Butlef' Job No. 156-0911-10 Project Sattler Alder Plan Date 3/18/15 Consulthi , Inc. Client Sage Built Homes Subject Foundation By MEB Rev IDescription I By Date Foundations (Cont.) I A Plan Check, BM 16 1 MEB 4/8/15 Footing Component TribUnit Ld Total ARegd Ftg Dimension Reinforcing ft) (psf) (Ib F15 BM17 6,047 4.03 2'-3" x 2'-3" x 8" (2) #4 ea way F16 BM17 7,193 4.80 2'-3" x 2'-3" x 8" (2) #4 ea way F17 BM5 8.25 269 2,218 BM17 2,646 F2 1.50 991 1,487 F3 1.50 558 837 Total 7,188 4.79 2'-3" x 2'-3" x 12" (2) #4 ea way F18 BM15 11,061 F6 1.50 606 909 F9 1.50 753 1,129 Total 13,100 8.73 3'-0" x 3'-0" x 12" (3) #4 ea way F19 GT1 4,612 BM10 5,361 BM12 2,805 BM15 11,990 F8 1.50 433 650 Total 25,417 16.94 4'-6" x 4'-6" x 12" (4) #4 ea way F20 BM16 7,072 BM10 9,652 BM14 1,524 F7 2.17 1,029 2,233 Total 20,481 13.65 4'-0" x 4'-0" x 12" (4) #4 ea way F21 GT27,347 F1 1.50 1,029 1,543 F2 1.50 991 1,487 Total 10,377 6.92 3'-0" x 3'-0" x 12" (3) #4 ea way F22 BM13 2,915 Pier 4.00 156 624 Total 3,539 2.36 20" x 20" x 12" None F23 BM13 2,060 BM14 1,409 Pier 4.00 156 624 Total 4,093 2.73 20" x 20" x 12" None F24 BM13 559 Pier 4.00 156 624 Total 1,183 0.79 20" x 20" x 12" None F25 RB1 8.92 151 1,346 0.90 1 16" x 12" deep None Oregon Residential Energy Code January 2012 • No. 1 State of Oregon Additional Measures Building Codes Division Required Options Bettor Buildings for Oregon TABLE N1101.1(2) ADDITIONAL MEASURES High efficiency walls&windows: Exterior walls—U-0.047/R-19+5(insulation sheathing)/SIPS,and Windows—Max 15%of conditioned area;or Windows-U-0.30 High efficiency envelope: Exterior walls—U-0.058/R-21 Intermediate framing,and Vaulted ceilings—U-0.033/R-30A 4'`,and 2 Flat ceilings—U-0.025/R-49,and Framed floors—U-0.025/R-38,and Windows—U-0.30;and aDoors-All doors U-0.20,or Q Additional 15 percent ofpermanently installed lighting fixtures as high-etlicacy lamps or Conservation Measure D and E High efficiency ceiling,windows&duct sealing:(Cannot be used with Conservation Measure E) 3 Vaulted ceilings—U-0.033/R-30A c•`,and v Flat ceilings—U-0.025/R49,and Windows-U-0.30 Windows-U-0.30,and Performance tested duct systems b a High efficiency thermal envelope UA: 4 Proposed UA is 15%lower than the Code UA when calculated in Table NI 104.I(l) W Building tightness testing,ventilation&duct sealing:(Cannot be used with Conservation Measure E) W 5 A mechanical exhaust,supply,or combination system providing whole-building ventilation rates specified in Table 1101.1(3),or ASI-IRAE 62.2 and The dwelling stall be tested with a blower door and found to exhibit no more than: 1. 6.0 air changes per hour a and Performance tested duct systems b Ducted HVAC systems within conditioned space:(Cannot be used with Conservation Measure B or C) s All ducts and air handler are contained within building envelope' Building Codes Division♦ Department of Consumer and Business Services♦ State of Oregon 1535 Edgewater St.NW, Salem,OR 97304 ♦ P.O.Box 14470,Salem,OR 97309-0404 503-378-4133 ♦ Fax: 503-378-2322 bcd.oregon.gov f� I Additional Measures Required Options Page 2 of 3 High efficiency HVAC system: Gas-fired furnace or boiler with minimum AFUE of 90%8,or Air-source heat pump with minimum HSPF of 8.5 or Closed-loop ground source heat pump with minimum COP of 3.0 Ducted HVAC systems within conditioned space: B All ducts and air handler are contained within building envelope' Ductless heat pump: cReplace electric resistance heating in at least the primary zone of dwelling with at least one ductless mini-split heat pump having a minimum HSPF of 8.5.Unit shall not have integrated backup resistance heat,and the unit(or units,if more than one is installed C in the dwelling)shall be sized to have capacity to meet the entire dwelling design heat loss raft at outdoor design temperature e, condition. Conventional electric resistance heating may be provided for any secondary zones in the dwelling. A packaged r terminal heat pump(PTI IP)with comparable efficiency ratings may be used when no supplemental zonal heaters are installed in the building and integrated backup resistant heat is allowed in a PThTP. �t w High efficiency water heating&lighting: c D Natural gas/propane,on-demand water heating with min EF of 0.80,and A minimum 75 percent of permanently installed lighting fixtures as CFL or linear fluorescent or a min efficacy of 40 lumens per watt as specified in Section N 1107.2` a, oEnergy management device&duct sealing: Ua E Whole building energy management device that is capable of monitoring or controlling energy consumption,and Performance tested duct systems b,and A minimum 75 percent of permanently installed lighting fixtures as high-efficacy lamps. F Solar photovoltaic: Minimum I watt/sq ft conditioned floor space s Solar water heating: G Minimum of 40 fl of gross collector area h For SI:I square foot=0.093 m:,1 watt per square foot=10.8 W/m:. a Furnaces located within the building envelope shall have sealed combustion air installed.Combustion air shall be ducted directly from the outdoors, b, Documentation of Performance Tested Ductwork shall be submitted to the building official upon completion of work.This work shall be performed by a contractor certified by the Oregon Department of Energy's(ODOE)Residential Energy Tax Credit program and documentation shall be provided that work demonstrates conformance to ODOE duct performance standards, c. Section NI 107.2 requires 50 percent of permanently installed lighting fixtures to contain high efficacy lamps.Each of these additional measures adds an additional percent to the Section N 1107.2 requirement, d, A=advanced frame construction,which shall provide full required ceiling insulation value to the outside of exterior walls. e. The maximum vaulted ceiling surface area shall not be greater than 50 percent of the total heated space floor area unless vaulted area has a U-factor no greater than U- 0,026. f Building tightness lest shall he conducted with a blower door depressurizing the dwelling 50 Pascal's from ambient conditions Documentation of blower door test shall be submitted to the Building Official upon completion of work g, Solar electric system size shall include documentation indicating that Total Solar Resource Fraction is not less than 75 percent h. Solar water heating panels shall be Solar Rating and Certification Corporation(SACC)Standard OG-300 cenified and labeled,with documentation indicating that Total Solar Resource Fraction is not less than 75 percent. i. A total of 5 percent of an HVAC systems ductwork shall be permitted to be located outside ofthe conditioned space.Ducts located outside the conditioned space shall have insulation installed as required in this code.