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Report (64) Oregon Residential Specialty Code N1107.2 HIGH-EFFICIENCY INTERIOR LIGHTING SYSTEMS PermitNo.: 1451---9011 , 000? Jurisdiction: —�; f Site Address: 1, (.0 70 ti 1 s(\ O frJ dQ . S t Subdivision/Lot#: (21^ 1-40t 'I f and/or V� 7 Map and Tax Lot#: By my signature below, I certify that a minimum of fifty(50)percent of the permanently installed lighting fixtures in the above mentioned building have been installed with compact or linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt. (Oregon Residential Specialty Code Ni 107.2)1 Signature: Date: 9 -I 7-/g Owner/General Contractor/Authorized Agent Print Name: Wb.e 1 ORSC Section N1107.2.High-efficiency interior lighting systems. A minimum of fifty(50)percent o the permanently installed lighting fixtures shall be installed with compact or linear fluorescent,or a lighting source that has a minimum efficacy of 40 lumens per input watt. Screw-in compact fluorescent lamps comply with this requirement. The building official shall be notified in writing at the final inspection that a minimum of fifty percent of the permanently installed lighting fixtures are compact or linear fluorescent,or a minimum efficacy of 40 lumens per input watt. I:\Building\Forms\RES-HighEfficiencyLighting.doc 07/01/08 Oregon Residential Specialty Code R408.1 MOISTURE BARRIER ACKNOWLEDGEMENT FORM I, 120\tlit ' w,s41 , am the general contractor or the owner-builder at the following address: Site Address: ( V 70q �� 5,./0 t,f (t_ City: -1-2") Gr, Permit#: 1441‘01t n„ ‘01t , 000?/ Subdivision/Lot#: 4•j d Ge___ (D.f 11- ((�/ and/or Map and Tax Lot#: To conform with the 2014 Oregon Residential Specialty Code(ORSC), Section R408.1 Ventilation. I am notifying the building official that I have installed the Moisture Barrier as per Requirement in ORSC Section 408.1 and have taken the following steps to meet this code requirement: f] The ground surface of the under-floor space is covered with 6-mil black polyethylene sheeting with E Joints lapped 12"at seams and 2-Extending up the foundation walls 12". Signature: 12V J• �t'Oi"s" Date: -1 7" 19 General Contractor or Owner-Builder I:\Building\Form\RES-MoistureBazrier.doc 09/13/2016 Oregon Residential Specialty Code R318.2 MOISTURE CONTENT ACKNOWLEDGEMENT FORM I, 4,,f , am the general contractor or the owner-builder at the following address: Site Address: C 70(-( Otasa Sf City: Permit#: M S Tao (0) - 000 -e Subdivision/Lot#: y_;-Jtr 14.cz._ 1 {f( and/or Map and Tax Lot#: To conform with the 2008 Oregon Residential Specialty Code(ORSC), Section R318.2 and OAR 918-480-0140, I am notifying the building official that I am aware of the moisture content Requirement of ORSC Section 8318.2 and have taken steps to meet this code requirement. [Section R318.2 is provided for reference]. R318.2 Moisture Content: Prior to the installation of interior finishes,the building official shall be notified in writing by the general contractor that all moisture-sensitive wood framing members used in construction have a moisture content of not more than 19 percent by dry weight of dry framing members. Signature: Date: ` / /-/9 General Contractor or Owner-Builder I:\Build ng\Form\RES-MoistureSensitiveWood.doc 09/25/08 '.8.< ,v.C..'E" Y�, .��'^ 'a�„ ;y F};k:°:.§� •4 �. ':�,` y.:r: +ic".�4§,;,,V'<`a,." ,r'".'« � rf7,• f' ,rte::'. •,a >.+. ± ?,» , •:i•:;:�. :s' ,., ,, ��y�s�.`�:,;- .r;�.",.'t+'.�`•.- M.=c•s _ ;<-k �.=M'. ' .:F_.. �,�« �sv'.•"£q.`y ,..rwr� r$i�r "ri!tic37"'� ..*`F, k�^:v'=.o«.'F, :• ��t ;�:' :{ n..,y"'":2",;:14,''f,'::::::,':::: ;•it6••. ..:..r;4t' ,.7, :�<{ .r..:'t, r ., ..t4', ?,,;:,(,,•).,..,,,4.,z,,,,•,,,,,. 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HEADER DETAIL R OSEBURG Backer block notes: 1) Backer block required for face-mount hangers (both sides of Top or Face - I-joist) &when top mount hanger load exceeds 250 lbs. mounted hanger. Note: Unless face- 4 2) Install backer block tight to the top flange. mounted hanger sides laterally support 3)Attach backer block to web with 16 - 10d common nails, clinched. the top flange, See chart for maximum capacity for this detail. web stiffeners are required 4) Backer block must be long enough to permit required nailing without splitting (min. length of 12" recommended) Header 5) See charts for backer block thickness & depth. joist General notes: 1) For hanger capacity see hanger manufacturer recommendations. 2)Verify I-joist capacity to support concentrated load Backer block tight from "header joist" in addition to all other loads. to top flange (gap at bottom) 3) If a double I-joist is required to support"header joist" load, refer to RFP Design Guide for double I-joist connection guidelines. I-Joist Backer block Material Max. load capacity using Backer Block Depth Flange Width Thickness Required mu') 16- 10d corn. nails. 1-3/4" 23/32" 980 lbs Joist Depth 9-1/2" 11-7/8" 14" 16" 2-1/16" 7/8" 1135 lbs Top Mount Hangers- Min. Backer Block Depth 5-1/2" 5-1/2" 7-1/4" 7-1/4" 2-5/16" 1" 1250 lbs Face Mount Hangers- 2-1/2" 1-1/8" 1250 lbs Req'd Backer Block Depth 6-1/4" 8-5/8" 10-3/4" 12-3/4" 3-1/2" 1-1/2" 1250 lbs (a) Minimum grade for backer block material shall be Utility grade SPF or better for solid sawn lumber and Rated Sheathing grade for wood structural panels. (b) Glue 2-ply backer blocks together with construction grade adhesive(ASTM D-3498) Form 640S 2017 Completion Certification—Site Inspection Energy-Trust New Homes Program—Single Family of Oregon To be completed by Verifier CLEAResu/t is a Program Management Contractor for Energy Trust of Oregon,Inc. Incentive Payee Company Name: Willrarn Lyon Homes >i Is this payment redirected?: No Builder or Company: 1M illfarn Lyon Homes :-Redirect to Name: Verifier Payee Company Name: PertonnenctIpaW igton and Energy Redirect Payee Corn Affordable Housing Na Solar Ready Builder Incentive: No 'Solar ReadyVerifier Inco No Development: NE River-Area 3.14ed/Std e Lot i; Axis ID: REMIRate®ID. Address: ,.,.J'. .3.,..''.,.,... ....».,. . . vin .b Street Line 2 MulU-FamYy Na City: Tigard State: OR :; Zip: 92224 Total conditioned area (eq.R). . 3,150 i House Volume: � 27,293'1i Housing Type: Detached single family Number of Stories: 13 Number of Bedrooms: 3 Foundation Type: Crawlypaue Electric Provider tflatrd General Electric < Gas Provider NW Natural Gas Solar installed None • Soler Installer Name/Company. .. flelcfsato'x for EPS sheet a . Eouipm . Slab Perimeterinsulation R 15.0 Slab Under Insulation R Insulation Framed Floor R- 150 -,.. Secondary Framed Floor R- 15.0 Above Grade Wall insulation R- 21.0 Below Grade Wall Insulation R- Flat Ceiling Insulation R 49.0 Vaulted Ceiling Insulation R- Windows Windows LI- 0 I SHGC:10.3.<Total window area: 14,32 Cooling Air Conditioning SEER: 0 Model#: 113ANA042-0 Primary Heating System Details AFUE: 92,1 AI Brand &yant Type: Gas Furnace I' s HSPF: Model#: 912SC46060Sir' I, Heating Fuel: Gee SEER: Primary Heat source Comment: COP: Location Conditioned A Outdoor Unit(for heat pumps) ECM: No ::Model# AtfRl CartiYroute.112S231 #of Systems I1' Gallons: I Brand: AQSnrithi Water Heater Type EF:I I <>Model#: l-IPTU-50N 120 Water Heating Fuel >Location IGarage;grope Ducts and Duct Location (Conditioned %ducts inside Duct Leakage(CFM) 50Pa: � ® C� ate,�>a. c:a�a"$t�fsf��fcaau:ttrfftg Testing Infiltration Air Changes per Hour(ACH)c 5QPa: 3.28 ii ;>I Ventilation Ventilation Type HRV/ERV Model: - ' Supply Side-Air Cyoler Airflow measured or why untestable? IRoof Terminator, Refrigerator kWh/yr `i Model ENERGY STAR Diswasher kWh/yr 288 Model. FGI02466'*A Percent High Efficacy Interior Lighting(%) 100% -i Thermostat Showerhead 1.5 GPH I .i Showerwand 1.5 GPH I _ii Showerhead 1.6 GPH ( IShowerhead 1.75 GPH