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Home My WebLink AboutPermit Building 2016-10-19W gSTE Connect sanitary sewer to 6" service connection. Field verify location ST_0- RMice connection. Field Connect stormwater to 6 sery verify location T.O.C. 435.8' M ACCESS -----—---------------------- - --- Construct driveway per City Standard 3-21. Maximum width is 24 feet. No above -ground facilities (fire hydrants, power poles, catch basins, valves, j -boxes, etc.) shall be permitted within the apron or ramp area SIDEWALK Construct sidewalk per City Standard 3-12 TREES New street trees shall be at least 2 inches in caliper. Street trees shall be selected from the City Street Tree List and installed as specified in the City's Engineering Design Standards and Procedures Manual. (1) I ° �// 1 P111 o I X 431.15' �J ° v 0 °' i proposed Ac ° D VD residence o ° X 438.15' ° I P A v D ° 436.1 X,438.25' g 10'-ro��8" V. °v I \ ° 8 ° vpD v vD \ 438.08 D P X ° � 431.58 ° 431.11'X > X ° v o v IV > > > > V I \� v v 431.0 X p�',7 o° °D° ° �° --° v o o v°o o v d o > ° ° v ° ° v v °° v ° D v D ° � C7 D o Do ° o _ D ° o ° De .V.C., Nightingale Street North ENERGY CODE COMPLIANCE Complies with ORSC Energy Conservation requirements; standard base R values, extra measures are 3 & A. 90% AFUE gas furnace (min). Ducts insulated to R-8, Performance Tested duct systems. Thermal insulation at heated area envelope is as follows: Floors: R-30 high density batt. Site Plan Exterior walls: R-21 batt. Flat ceilings: R-49 blown. Windows are vinyl framed, double glazed, Low -E coated, max. U value .30. Scale: ,Y8" = V-0" Front door is wood paneled with small single glazed lite (under 2.5 sf). Full lite rear exterior door complies as window, with fiberglass skin and foam core. Door to Garage is 1.75" solid core. Exterior envelope doors have compression type gasketing. Conventional (non -advanced) framing. ATTENTION; Oregon law requires you to NOTICE: follow rules adopted by the Oregon Utility THIS PERMIT SHALL EXPIRE If THE WORK Notification Center. Those rules are set forth AUTHORIZED UNDER THIS PERMIT IS NOT. in OAR 952-001 -0010 through OAR 952-001- COMMENCED OR IS ABANDONED FOR 0oso. You may obtain capias of the rules by calling the center. (Note: the telephone ANY 180 DAY PERIOD, number for the Oregon Utility Notifleation Center is 1400-=-2.344). 4 W 1 1 _ I■■■■■■■■■■■■■■■NINE ■■■1 — — ■N■■EON■■E■N■N■■Room IDEE]EIE]EID 4— C.0 CV EXTERIOR ELEVATION NOTES 12 cU West Elevation 17 [� [� East Elevation Scale: %" =1'-0" SITE PLAN NOTES Site is Lot #4, Osprey Park, Springfield. Address is 887 Nightingale Street. Standard City of Springfield 5' setback sidewalk and driveway approach. City sidewalk abuts and follows front property line. All roof and underfloor drainage runs to storm line stub at front. All utilities are underground. See Landscape Plan for flatwork layout, Description for finish. Lot Coverage: Lot area is 6052 sf, allowable coverage at 54% in Osprey Park, is 3268 sf. Actual coverage (house, garage, porch, patio (not eaves) is 2572 sf. Proposed house complies. SOLAR ACCESS COMPLIANCE Compliance with the City of Springfield Solar Access requirements as follows: House is on south side of street right of way. - Result: Building as indicated on the plans complies with Springfield Solar Access requirements. ea sl rng pane s, square a ge, x tr 1 1 _ I■■■■■■■■■■■■■■■NINE ■■■1 — — ■N■■EON■■E■N■N■■Room IDEE]EIE]EID EXTERIOR ELEVATION NOTES West Elevation Roofing is laminated fiberglass shingles, see Description of the Work. Facials are 2x8 DF Select Structural (SS), rakes are 2x10 DF SS, all are primed, eave Scale: 4" _ V-0" soffits and rakes are closed. End level eave soffits at exterior corners, so no boxed returns of rakes at bottom. Siding is primarily 8.25" Hardi Cemplank. Hardipanel with 1x4 cedar batts at 2' ---- o.c. on at gable ends. Outside corners at lap siding are cedar cottage style. East Elevation Scale: %" =1'-0" SITE PLAN NOTES Site is Lot #4, Osprey Park, Springfield. Address is 887 Nightingale Street. Standard City of Springfield 5' setback sidewalk and driveway approach. City sidewalk abuts and follows front property line. All roof and underfloor drainage runs to storm line stub at front. All utilities are underground. See Landscape Plan for flatwork layout, Description for finish. Lot Coverage: Lot area is 6052 sf, allowable coverage at 54% in Osprey Park, is 3268 sf. Actual coverage (house, garage, porch, patio (not eaves) is 2572 sf. Proposed house complies. SOLAR ACCESS COMPLIANCE Compliance with the City of Springfield Solar Access requirements as follows: House is on south side of street right of way. - Result: Building as indicated on the plans complies with Springfield Solar Access requirements. ea sl rng pane s, square a ge, x tr IDEE]EIE]EID EXTERIOR ELEVATION NOTES West Elevation Roofing is laminated fiberglass shingles, see Description of the Work. Facials are 2x8 DF Select Structural (SS), rakes are 2x10 DF SS, all are primed, eave Scale: 4" _ V-0" soffits and rakes are closed. End level eave soffits at exterior corners, so no boxed returns of rakes at bottom. Siding is primarily 8.25" Hardi Cemplank. Hardipanel with 1x4 cedar batts at 2' o.c. on at gable ends. Outside corners at lap siding are cedar cottage style. Inside corners cedar 2x2. Front porch columns have synthetic stone faced bases, 18" nominal square _ — and 42" high, over treated wood framed and sheathed boxes, with 4x4 PT column -- above, furr out and wrap with 1x cedar to be 8" square with 3/8" dado corners. — _ Structural posts inside are 4x4 PT, porch slab to roof beam. — Rear patio columns are 6x6 PT DF non -incised, painted; no wrap. Use Simpson BC60 post base, Y x 7"anchor bolt, set directly on footing. Cut beams into post, install Simpson LCE4 post to beams. ' Windows facing street fronts (west and north) have 5/4x4 Harditrim, head and sides, with 5/46 base trim, and faux sloped sills ripped from 2x6 cedar. Windows elsewhere have no exterior trim. Front door and overhead doors have 1x4 Harditrim head and sides. Person doors elsewhere have 5/4x4 Harditrim, head and sides, flash over. Flash over head trims. Front porch box beam is framed 17" wide, 9.25" deep, finish with Hardipanel. Rear patio beams are 6x10, no wrap. Front porch and rear patio roof soffits are I d LP Inners I 'd" 1 2 ' CV ^ M Lo. L v rn im around perimeter. CUL C r► Cl 0 C1 a _ — J E: CnEllcv � � 0 C aD CD Z � CO 0- 7 00 VJ North Elevation Scale: %" = V-0" INDEX OF DRAWINGS ; P�� '�.ca�, A r_ Jog No SICQ_� � 1 Site Plan &Exterior Elevations i_ � ��:.guPANcy GROUP !Z 2 Floor Plan ._g c9��uPANcv ILOAD 3 Foundation Plan TYPE CONSTRUCTION 4 Roof & Roof Framing Plan S'� ❑ L.r<A�s� _O3r._ _®� 5 Sections A, & B, and Std. Assemblies 6 Electric Plan x :'t:I CJ-@HTFT4T5) 1 ERZ. ON HAVE SEEN MEVI.EW ,; a�„ F I0)W3 II'" PiCIA E (L) O.N1 COLG.iED P ',7 ' :� f :R.�rIRN F+�/+�r�� TO . H APPi<ovc�, [� _� <-�� THE: QATE BELOW SHALL Sti APPROVED By � �r 1If 9141? P Wi OFFICIAL. , CIS CIS' GE South Elevation g DATA Scale: %" _ V-0" oo-07-16 M� CO CB c Calc W *ME"