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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/2/2021WATER AND ELECT. R unl CONNEMONS AT STREET SITE PLAN SCALE 1'=20' TAX LOT #170322120-6900 LOT TOTAL 7841 SQ. FT. EXISTING STRUCTURE & PROPOSED ADU COVERAGE 2293 SQ.FT. 29.27 COVERAGE Crone Drafting & Design 1125 58th. St. 114 Spnngfdd O, 97478 PHONE (541) 543-3302 HOUSE REMODEL 520 Ethan Ct. Sorin afiel d. Or. 97477 SITE PLAN RDC R. ct/s• xJ Rtm ,G49 �rl FOUNDATION DETAIL A 1/2'=1'-0' /P RIKK CEWNO nI/Y Ta xan IN t6i 1Y W axxe UB FOUNDATION DETAIL B /2' 1'-0' FOUNDATION PLAN 1/B'= P-0' n 1.BEE cmla�as A• IIAT CEO]IO x M WSW xeuID u09ET nt? La nmt.p6R W/ Mary x MEW. of . QC. 9Y AISf 1W W e n vwa TPAeRa vsnxc mlAArcx n FOUNDATION DETAIL C NOTES 0 PRONOE IWX2e FOUNDATION ACCESS. VERIFY IACATON MH DNHER 0 PRONOE (1) SOFT OF FWNDATW WHIRRS FOR EACH (IN) SQFT. OF CRANL SPAGE ARM USE 16'X6' VENTS W/ RELEASERARE MESH AS NOTED. 18 SENTS MIN. 0 USE METAL FASTENERS AT ALL PWT TO FCOTNG CONNECTIONS. o ALL NAIUNG TO BE IN COMPLIANCE W/ CABG TABLE U2.J(o) FOUNDATION NOTES FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE RNAL GRADE. SOIL BEARING PRESSURE ASSJMED TO BE 1500 PSF. ANY RLL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4' GRANULAR MATERIAL COMPACTED TO 95X CONCRETE: SLABS ON GRADE 2,500 PSI. -BASEMENT WAILS & FOUNDATIONS EXPOSED TO WEATHER: 3,000 PSI. -PORCHES STEPS, CARPORT SUBS EXPOSED TO WEATHER: 3,500 PSI. ( AS PER U.B.C. APPENDIX CHPT. 26. TABLE A -26-A) CONCRETE SUBS TO HAVE CONTROL JOINTS AT 25 FT. (MAXIMUM) INTERVALS EA WAY. CONCRETE SIDEWALKS TO HAYS 3/4 IN TOOLED JOINTS AT 5 FT. (MINIMUM) O.C. REINFORCING STEEL TO BE A-615 GRACE 40. WELDED WIRE MESH TO BE A-185, COYER ENTRE CRAW -SPACE WTH 6 MIL BLACK *MSCUEEN' AND EXTEND UP FDTN WALLS TO P.T. MUDSLL ALL WOOD IN CONTACT MTH CONCRETE TO BE PRESSURE TREATED OR PROTECTED MT1 55' ROU ROOFING. PRONGING A 4 IN. DIA. PERFORATED DRNN TIE BELOW THE TOP OF THE FOOTING (SEE BUILDING SECTIMS). BAR .w. M w... AT Ire. sYagE2 arty .W , xI. Sums Yx t8'XE MBEMM RENST1 �ST P Mxd. FOMO Wx tY A RfLYxE tullLT AND F FtlND �� tR rtTe rta1w3 WM IIA M SeR Ai MY FOUNDATION DETAIL TYPICAL SCALE i/8'= V-0' IF PRINTED ON 11'X17' SCALE 1/4= 1' 0' IF PRINTED ON 22'X34' 1/2'=I'-0' EXISTING FLOOR PLAN 1/e'= 1,-D' 1. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS `MTH OWNER BEFORE COMMENCING WORK. ALL DESIGN SHALL COMPLY WITH CURRENT REGULATIONS OF 2017 ORSC AND ANY OTHER APPLICABLE STATE, COUNTY OR LOCAL REGULATIONS, 3. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SHALL NOTIFY CRANE DRAFTING & DESIGN OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 4. ALL INTERIOR NON -LOAD BEARING WALLS MAY BE MOPED AS NEEDED. DURING CONSTRUCTION. IF A NEW ROOM OR USE IS CREATED. IE: DINING ROOM TO BEDROOM, A REWSED FLOOR PLAN WILL BE REQUIRED 5, THE CONTRACTOR SHALL VERIFY ALL UTUTY LOCATIONS, INCLUDING SEPTIC LOCATION. PRIOR TO CONSTRUCTION. B. DIRECT ALL SURFACE RUN-OFF WATER AWAY FROM FOUNDATIONS AND AWAY FROM BLUFF EDGES. SCALE 1/8'= 1-0' IF PRINTED ON 11'X17' SCALE 1/e. P-0' IF PRINTED ON 22'X34' FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE DBL 2X6 HEADERS UNLESS OTHERWISE INDICATED LUMBER : A. POSTS. BEAMS. HEADERS NO.2 OR BTR JOISTS AND RAFTERS B. BILLS. PLATES. BLOCKING NO.3 OR BTR BRIDGING ETC. C. STUDS STUD GRADE D. PLYWOOD SHEATHING 1/2• COX PLY, 16/32 SUB SIDING E GLU-LAM BEAMS F0-2400, DRY ADH. F. ROOF SHEATHING 1/2- COX OR EOIV NAILING SCHEDULE SOLE PL TO JOIST 16D O 16 FACE NAIL TOP PL TO STUDS 2-16D END NAIL STUD TO SOLE PL 4-81) TOE NAIL OR 2-16D END NAIL EXISTINGE%IBTNG DOUBLE STUDS 16D O 16 FACE NAIL GARAGE GARAGE DOUBLE TOP PL 16D O 16 FACE NAIL CONTINUOUS HEADER 2 PC 16D O 16 EDGE NAIL AES CLGMT. TO PL 3-8D TOE NAIL I CLG. Mr. LAP OVER PL 3-160 FACE NAIL CLG. JST. TO RAFTER 3-16D FACE NAIL Y Ip RAFTER TO TOP PL. 3 -BO TOE NAIL Ya II C/5 ACCESS BUILT-UP CORNER STUDS 16D 0 24 FACE NAL PLY PLY WALL&ROOF SHEATHING BD 0 6EDGE NAIL II F- 7-11 7-p I�-e57'-p ® II }-J "AM .J LOFT ggI v7' -e• Y-5• $' YF Y q OR 80 6 10 FACEINTERNA IYfP PL AT INIERSECTONS 2-180 FACE NAIL II I ® II n• L &I _ R I X 6 SPACED SHEATHING 2-80 FACE NAIL EXISTINGY I II EXISTING IY4 7'8 NOTE: GALV NAILS IN ALL P.T. WOOD CONTACT HOUSE HOUSE Y_♦• W/D IY4 _ I -t7' -Ip �Y-Ips S ® V PROPOSED AD ® p I EXISTING p_tp �I EXISTING COVERED p - COVERED p PATIO PATO 1, R�F I 1_______w_____L a_______a_____ NIN I Y -Y ♦ Yt 5',7' ed Ip -Y PROPOSED FLOOR PLAN PROPOSED LOFT PLAN PRPECT.♦ m Crane Drafting & Design ADU ADDITION 1125 58th. St. /14 520 ETHAN CT. Springfield Q. 97478 Springfield, Or. 97477 PHONE (541) 543-3302 FLOOR PLAN 9S — BC — NO RF/ SCALE 1/8•= 1. 0" IF PRINTED ON 11•X17' B ROC 4P SCALE 1/4•= 1•-0• IF PRINTED ON 22•X34• 1/8•= I•-0• wrt MARDI 2021 YBL DY HE.WfA MD _..... WNL oP..G a' ON GREATER HEADER DETAIL �aIGE NMGMDANDDOL�^- NTS PROPOSED ROOF PLAN 1/8'= 1'-0' FRAMING NOTES ALL EXTERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAYS DBL YM6 HEALERS FACE NAIL LUMBER A POSTS. BEAMS. HEADERS NO.2 OR BTR JOISTS AND RAFTERS SND TO SOLE PL B. SILLS. PLATES. BLOCKING NO.3 OR BTR BRIDGING EM. 2-160 C. SRID5 STUD MADE D. PLYWOOD SHEATHING 7/18' OSB, OR EWIV E GLU—LAM BEAMS RO-2400, DRY ADH. F. ROOF SHEARING 19/3Y 08 OR EGUIV NMUNG SCHEDULE: FASTENING METHODS MR R6023(1) AND R6023(3) MILE PL TO JOST 16D O 16 FACE NAIL TCP PL TO STUDS 2-15D END NAIL SND TO SOLE PL 4-813 TOE NAL OR 2-160 END NAL DOUBLE ENDS 16D O 16 FACE NAIL DOUBLE TOP PL 180 016 FACE NAIL CONTINUOUS HEADER 2 PC 16D 016 EDGE NAIL CLG JST. TO PL Y81) TOE NAIL CLG. JST. LAP OYER PL 3-16D FACE NAIL OLD. 5T. N RAFTER }161) FACE NAL RAFTER TO TOP PL 3-813 TOE NAL BUILT—UP CONNER STUDS 163 O 24 FACE NAL PLY WALL&ROOF SHEATHING BD O 6 EDGE NAL BD O 10 INTERIOR TOP PL AT INTERSECTIONS 2-16D FACE NAL IO 8 SPACED SHEARING 2-8D FACE NAL NOTE: DAILY NAILS IN ALL P.T. 'ARD CONTACT COMPOSITION SHINQ W/ 15TH FELT OVER 19/32' OSB SHEATHING 2X10 RAFTERS O 24' O.C. SMPSON H2.5A lx FASCIA 80. GUTTER & DOWNSPOUT 2X8 WALL EAVE DETAIL 1/2• _ 1'-0' SCALE 1/8'= V-0' IF PRINTED ON 11'X17' SCALE 1/4'= l'-0' IF PRINTED ON 22'X34' EXISTING NORTH ELEVATION 1/9'= 1'-D' EXISTING WEST ELEVATION 1/9'= r -D' SCALE 1/9'= 1-0' IF PRINTED ON 11'%17' SCALE 1/4'= 1-0W IF PRINTED ON 22'%34' ❑ ❑ Fl—:E wam° aoR ❑ v.R 4❑ ❑ oo ❑ ❑ ❑ „ I L aow m Ri,w emmo wug ❑ ❑ RA,w wmw xwa: ° Eo mw PROPOSED NORTH ELEVATION 1/8•= 1•-0• PROPOSED WEST ELEVATION m°ecr An Gane Drafting & Design ADU ADDITION 1125 58th. SE 014 520 ETHAN CT. Springfield Or. 97478 Springfield, Or. 97477 PHONE (541) 543-3302 ELEVATIONS 9]F MA- BC -"0 REV SCALE 1/8'= 1'-0' IF PRINTED ON 11'%1Y B RDC 7P SCALE 1/4'= 1'-C' IF PRINTED ON 22'%34' O°" uus 1/8'- I'-0' IoAs MARCH 2021 =RAMING NOTES ALL EXTERIOR WALL OPENINGS @ BEARING WALL OPENINGS TO HAVE DBL 2X6 HEADERS FACE NAL LUMBER 2-16D A. POSTS, BEAMS, HEALERS NO.2 OR BTR JOISTS AND RAFTERS TOE NAL OR B. SILLS, PLATES BLOCKING NO.3 OR BTR BRIDGING ETC. DOUBLE SILOS C. STUDS STUD GRADE D. PLYW000 SHEATHING 7/18' DEB, ON EWIV E CLU -IAM BEAMS FLO-2400. DRY AOH. F. ROOF SHEATHING 19/32' OSB OR EOUIV NAIUNG SCHEWIE FASTENING METHODS PER R8023(1) AND R802.3(2) SOLE PL TO JOIST 160 O 16 FACE NAL TCP PL TO SNDS 2-16D END NAL SND TO MILE PL. a 81) TOE NAL OR 2-1813 END NAL DOUBLE SILOS 1813 O 16 FACE NAL DOUBLE TOP PL SID O 16 FACE NAL MINIMUMS HEADER 2 PC I6D O 16 EDGE NAL CLS JET. TO PL. }w TOE NAIL CLC. JST. IAP OVER PL 3-161) FACE NAL OLD. ST, TO RAFIER 3-160 FACE NAL RAFTER TO TCP FL }BD TGE NAR - ALBUILT-UP IA ft-T-UPCORNER SILOS 160 O 24 FACE NAL PLY WALLOROOF SHEATHING m O B EDGE NAL W O 10 INTERIOR TCP PL AT INTERSECTIONS 2-I6D FACE NAIL 1 X 6 SPACED SHEATHING 2-60 FACE NAL NOTE GALV NAILS IN AL P.T. RCCD CONTACT 4� WANE PY T0.1. PROPOSED ADU SECTION A -A 1/B'= P-0' 3X12 ADGER WOO 1/i ill/iI AT1r DGIT ENmxa to HEADER DETAIL NTS EXISTING BEDROOM EXISTING GARAGE IAD .DD. ..... WDIIxD r RL 0EA1FA REWIRE L .N6 SNO AND DEL TDMMFRS Iry xvtmryGMn vK6 fiLaWp MAu. uR40 N x I zrxom Nw iaa Nx ueew. at/Y LA ms xvn 04P Pe 9113 YJIRXm WIR O C -C GC EXTERIOR W xAT. AARxm DN. NRp10 YRAP. LIpEY )/1]' YWL NfAMIXO W ON. M NMIB OE'EDZ. 1f 1m Sb N4L mR AT Ix' OC (M141CK O NL On YLWe) SCALE 1/8'= 1'-0' IF PRINTED ON 11'X17' SCARE 1/4'= V-0' IF PRINTED ON 22-X34- r wN'W°Rww""`TNxwx INTERIOR —P31 N/LL MYTM R. C.jlM PAACQE TYPICAL WALL SECTION SCALE 1/2' = 1--17' EXISTING GARAGE (D PROPOSED LOFT ABOVE EMSTNG HOUSE O PROPOSED ADU d© Q i EXI"NG COVERED D PATO ---------- ELECTRICAL PLAN ELECTRICAL SYMBOLS K): DUPLEX OUTLET t�l FLOOR DUPLEX OUTLET Mw.P. WEATHERPROOF OUTLET I- 220 VOLT OUTLET AS REQ'D. I('EG.F.I. GROUND FAULT INTERRUPT R SPECIAL DUTY RECEPTACLE S SWITCH S' THREE WAY SWITCH CEILING OUTLET CEILING LIGHT FIXTURE WALL LIGHT FIXTURE RECESSED CEILING LIGHT FIXTURE EXTERIOR LIGHT FIXTURE Q SMOKE DETECTOR 110V W/ BATTERY BACKUP ® CARBON MONOXIDE ALARMS required per R315. ® 100 CFM EXHAUST FAN (V.T.O.) QT TELEPHONE JACK INDIVIDUAL STYLE HEATER 220 VOLT (SEE SCHEDULE) ® FLUORESCENT LIGHT FLOOD LIGHT THERMOSTAT p'p EMERGENCY LIGHT W/ BATTERY BACKUP ® ELEC PANEL SCALE 1/8'= l' -O' IF PRINTED ON 11'X17' SCALE 1/4'= 1'-0' IF PRINTED ON 22'X34'