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HomeMy WebLinkAboutPermit Building 2017-01-20C TC 437.40 lupine `street ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001- 0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification 39.00' Center is 1-800-332-2344). s 4. 4f l lr tna I -NIS PERMIT SHALL EXPIRE IF THE WORK !;U i HORIZED UNDERTHIS PERMIT IS POT CO�'VI IENCED OR IS ABANDONED FOP ANY 180 DAY PERIOD. cl .Joy _ <v t..3-ami►-�� � ...; __,r_�-� —=-_ ^t,6 Lo 01-1 V 913 INGFI DATE ry - 12 7� — — ENERGY CODE COMPLIANCE Complies with ORSC Energy Conservation requirements; standard base R values, extra measures are 3 & A. Site 1 900% AFUE gas furnace (min). Ducts insulated to R-8, Performance Tested duct systems. Thermal insulation at heated area envelope is as follows: CU Floors: R-30 high density batt. Scale:" — 1'-0" Exterior slsR CCT N Flat ceiling: 49 blovtn. r Windows are vinyl framed, double glazed, Low -E coated, max. U value .30. .0 Front door is wood paneled with small single glazed lite (under 2.5 sf). Full lite rear exterior o door complies as window, with fiberglass skin and foam core. Door to Garage is 1.75" solid WASTE to 6" service connection. Field core. Exterior envelope doors have compression type gasketing. Connect sanitary sewer Conventional (non -advanced) framing. verify location M SITE PLAN NOTES STORM Field Site is Lot #31, Osprey Park, Springfield. Address is 836 Lupine Street. Connect stormwater to 6" service connection. Standard City of Springfield 5' setback sidewalk and driveway approach. City sidewalk verify location follows front property line. All roof and underfloor drainage runs to storm line stub at front. All � O utilities are underground. See Landscape Plan for flatwork layout, Description for finish. ACCESS driveway per City Standard 3-21. Lot Coverage: Lot area is 6844 sf, allowable coverage at 54% in Osprey Park, is 3696 sf. Construct over width No above -ground facilities Actual coverage (house, garage, porch, patio (not eaves) is 2880 sf. Proposed house complies. Maximum width is 30 feet. (fire hydrants, power poles, catch basins, valves, j -boxes, SOLAR ACCESS COMPLIANCE etc.) shall be permitted within the apron or ramp area Compliance with the City of Springfield Solar Access requirements as follows: -� North -south dimension of lot at Shade Point is 91.25'. Shade Point Height is 22.25. Solar SIDEWALK setback required, per formula, is 26'. Actual setback is 48.25'. construct sidewalk per city standard 3-12 Result: Building as indicated on the plans complies with Springfield Solar Access requirements. TREES ��) ca 0 rg-a V New street trees shall be at least 2 inches in caliper. �. Street trees shall be selected from the City street Tree m List and installed as specified in the City's Engineering a)OR,<Zr Design Standards and Procedures Manual 12 7� — — 1st Floor Clg. Hgt. i V• 1st Floor Line [Ellin IBM 11M 11MIn South Elevation Scale: %" = 1'-0" EXTERIOR ELEVATION NOTES Roofing is laminated fiberglass shingles, see Description of the Work. Facias are 2x8 DF Select Structural (SS) primed, eave soffits and rakes are closed. Siding is 8.25" Hardi Cemplank. Outside corners are cedar cottage style. Inside comers cedar 2x2. Front porch colurnns have synthetic one facing, 24 nominal square, over treated wood framed and sheathed boxes. Rear patio columns are 6x6 PT DF non -incised, painted; no wrap. Use Simpson BC60 post base, 1l2. x 7"anchor bolt, set directly on footing. Pair Simpson LCE4 to beams; miter beams at corners. Windows have 5/44 Harditrim, head and sides, with 5146 base trim, and faux sloped sills ripped from 2x6 cedar. Person doors and overhead doors have 5144 Harditrim head and sides. Flash over head trims. Front porch box beam is framed 24" wide, 7.25" deep, finish with Hardipanel. Rear patio beams are 5.5x12" glulams. Front porch and rear patio roof soffits are LP Innerseal siding panels, square edge, 1x2 trim around perimeter. M FE -1-11 I son 11111 loss] 11,11 � ! � I.I I.I � � I■I I■I I■ North Elevation Scale: 4" =1'-0" � INE•IONE�I West Elevation East Elevation Scale: s" =1'-0" Scale: %" _ 1-0" Cn CD O CU �t O CCT N U r .0 CC o [CR Cn 0 N W -F-• X M co 12-19-16 -4) C=> to � O U ^L11 WJ ai �• _ o � -� d m ayi w m CD 1st Floor Clg. Hgt. i V• 1st Floor Line [Ellin IBM 11M 11MIn South Elevation Scale: %" = 1'-0" EXTERIOR ELEVATION NOTES Roofing is laminated fiberglass shingles, see Description of the Work. Facias are 2x8 DF Select Structural (SS) primed, eave soffits and rakes are closed. Siding is 8.25" Hardi Cemplank. Outside corners are cedar cottage style. Inside comers cedar 2x2. Front porch colurnns have synthetic one facing, 24 nominal square, over treated wood framed and sheathed boxes. Rear patio columns are 6x6 PT DF non -incised, painted; no wrap. Use Simpson BC60 post base, 1l2. x 7"anchor bolt, set directly on footing. Pair Simpson LCE4 to beams; miter beams at corners. Windows have 5/44 Harditrim, head and sides, with 5146 base trim, and faux sloped sills ripped from 2x6 cedar. Person doors and overhead doors have 5144 Harditrim head and sides. Flash over head trims. Front porch box beam is framed 24" wide, 7.25" deep, finish with Hardipanel. Rear patio beams are 5.5x12" glulams. Front porch and rear patio roof soffits are LP Innerseal siding panels, square edge, 1x2 trim around perimeter. M FE -1-11 I son 11111 loss] 11,11 � ! � I.I I.I � � I■I I■I I■ North Elevation Scale: 4" =1'-0" � INE•IONE�I West Elevation East Elevation Scale: s" =1'-0" Scale: %" _ 1-0" Cn O CU �t CCT N � W .0 CC o Cn 0 N W -F-• X M co 12-19-16 C=> to � O ^L11 WJ ai �• _ o � -� —r C CD M �. -� m ,, a)OR,<Zr U [� �7o¢ ca - m O� _ U — a� a U U Cl) Q, o a O co •J c/ caffAA C-01.) �• u Cn O CU CCT N � W .0 .� O Cn — N -F-• X W 12-19-16 M � O ^L11 WJ 1D _ o a -� CD M �. -� �-- o U Cn O CU CCT N � W .� O Cn — N -F-• X W 12-19-16