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HomeMy WebLinkAboutPermit Plumbing 2016-11-22EXISTING I NEIGHBOR HOUSE EXISTING FENCE M 0 EXISTING FOOTPRINT ___N_ — — EXISTING SHED II RIDGEEIGHT EXISTING 6 T HOUSE PROJECT AREA I_ _ "L -J PERGALA � v IDRIVEWAY WALKWAY -0" 19'-8' EXISTING FENCE EXISTING NEIGHBOR HOUSE V STREET (1) SITE PLAN nAW ]FrebFn- 11.01.16 In8 Nn 516.02741 ' 1 ° = 20'-0" curve: LDR ucLUPANLY cuuuP: R3 usimEj: 1 OCCUPANCY LOAD: STORIES: 1 TYPE-=DNBTRUCTIOFt VB LEGAL DESCRIPTION: 17.03.26.12.01900 ADDREBS: 926 V ST OWNER BOLDIN F0 THE CONTENTS HERE ON PAYE BEEN REVIEWED, WnH PL-ERATIONS INDICATED IN RED- CHANGES OR ALTERATIONS MADE TO THE APPROVED DRAWINGS OR PROJECT AFTER TFE DATE BELOW SHALL BEAPPROVED BY ME BUILDING OFFICIAL CITYOFSPRINGFI REG APPROVE DY: �£A.TC: PROJECT DESCRIPTION: EXPAND EXISTING BEDROOM AND BATHROOM UNDER EXISTING ROOF AREA. WORK INCLUDES RELOCATING EXISTING WINDOWS, TOILET, SHOWER DRAIN, AND ELECTRICAL OUTLETS. GENERAL PROJECT INFORMATION: TAX MAP #: ZONE: SEISMIC DESIGN CATEGORY: WIND EXPOSURE CATEGORY: MAX LOTIPARCEL COVERAGE: TOTAL BUILDING COVERAGE AREA: FRONT YARD SETBACK: REAR YARD SET BACK: INTERIOR YARD SETBACK WITHOUT ZERO LOT LINE: PUBLIC EASEMENT: EXISTING DWELLING SQUARE FOOTAGE: NEW DWELLING SQUARE FOOTAGE: NEW PLUMBING FIXTURES: ASSUMED LOAD-BEARING PRESSURE: WIND PRESSURE: SEISMIC DESIGN CATEGORY: WEATHERING: FROST DEPTH: VENTILATION: NOTICE: This permit shall expire if the work authorized under this permit is not commenced or is abandoned for any 180 day period. ATTENTION: Oregon law requires you to follow rules adapted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through 952-001-0090. You may obtain copies of the rules by calling the center. (Note: The administrative telephone number for the Oregon Utility Notification Center is (800)332-2344. 1900 LOIN DENSITY RESIDENTIAL U1 B 45% 35% 10 FEET 10 FEET 5 FEET 7 FEET 1385 SQUARE FEET 1457 SQUARE FEET 0 1,500 LBS PER SQUARE FOOT 18 LB PER SQUARE FOOT D1 MODERATE 12" 78 SQ FOOT CRAWL SPACE REQUIRES .52 SQ FEET OF VENTILATION. 1 SQ FOOT PROVIDED MINIMUM SETBACKS— INTERIOR LOTS All measurements are from Property lines -Front Yard to House 10 feet -Front Yard to Garage 18 feet -Side Yard to House or Garage 5 feet -Rear Yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS SHEET NAME: SITE PLAN DATE: OCTOBER 31, 2016 SHEET: Al O LL Z _O (1) Z Q X ll�_ d W 0 O O Q -1 zO O LU It O czs m W M 120 ULL � 12 0)� SHEET NAME: SITE PLAN DATE: OCTOBER 31, 2016 SHEET: Al EXISTING STEM WALL AND FOOTING FOUNDATION PLAN 1/4" = 1'-0" EXISTING BUILDING TO REMAIN HALL (CROSS HATCHED) " BEDROOM 3 0" - ENTRY BATH BATH I POCKET DOOR (A>4 RELOCATE DRAIN RELOCATE TOILET WALL TO BE REMOVED RELOCATE WINDOWS TYPCIAL SHOWER ��- 2X4 STUD WALL TO a a ALIGN W/EXISTING CLOSET qp U 6. WALL FRAMING: -STUDS SHALL BE A MINIMUM OF #3, STANDARD OR STUD GRADE LUMBER. -STUD SIZE AND SPACING: 2X6 (UNO) @ 16" OC -ALL FASTENING SHALL BE IN ACCORANCE WITH OREGON RESIDENTIAL SPECIALTY CODE TABLE R602.3 (1) (FASTENER SCHEDULE FOR STRUCTURAL MEMBERS). 7. TOP PLATE TO BE CONSTRUCTED IN ACCORANCE WITH R602.3.2. 8. CONTINUOUS SHEATHING BRACED WALL PANEL METHOD (CS-WSP) -MINIMUM SHEATHING THICKNESS: 3/8" -ALL PANEL EDGES TO BE BLOCKED AND NAILED -BRACED WALL LENGTH REQUIRMENT (TBL R602.10.4.2) OPENING HEIGHT = 80" 31" MIN BRACED PANEL LENGTH @ 25' OC MAX -REFER TO DETAIL 2/A4 FOR TYPICAL OUTSIDE BRACED WALL CORNER PANELS 9. WALL ANCHORAGE (R602.11.1) - PLATE WASHERS, A MINIMUM OF .229" X 3'X3" IN SIZE SHALL BE PROVIDED BETWEEN THE FOUDNATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER IS PERMITED TO BE DIAGONALLY SLOTTED WITH A WIDTH UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 13/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. DOWNSPOUT, CONNECT TO = V BATHROOM: EXISTING STORM DRAIN 4' - 9" 1' - 6" 2' - 10" EXISTING POST TO BE 10. BATHROOM TO BE MECHANICALLY VENTILATED OM (CS-WSP) GS-WSP) REMOVED, TYPICAL OF (3) ACCORDANCE WITH SECTION M1507.4. 7- 7' +/- RELOCATED 34"X34" 11. EXHAUST AIR SHALL NOT BE DIRECTED OVER WALKWAYS. WINDOWS TYPICAL OF (2) 20' - 3 1 /16" +/- D/ NEW 12. SHOWER FLOOR AND WALLS TO BE NONABSORBENT SURFACE RELOCATE 1 RECEPTIC D/ AND EXTEND TO A HEIGHT NOT LESS THAN 6 FEET ABOVE THE FACE OF STUDS FLOOR (R307). A3 FLOOR PLAN 1/4" = 1'-0" m 0 DESIGN CRITERIA: EXISTING BUILDING TO REMAIN 1 A4 LL EXISTING FOOTINGS CONCRETE. (CROSS HATCHED) 0 1. CONCRETE SHALL HAVE COMPRESSIVE STRENGTH OF 3,000 PSI. EXISTING VENT 2. STEEL REINFORCEMENT IN CONCRETE CASTAGAINST EARTH z Q S; IALL I ]AVE A MINIMUM COVER Of 3 INCHES. MINIMUM COVER OPENING (16"X24" FOR RE NFORCMENT IN CONCRETE CAST IN REMOVABLE FORMS 0- MINIMUM) x THAT WILL BE EXPOSED TO EARTH OR WEATHER SHALL BE 2 - r LU INCHES. J 3. VERTICAL REIN FORCEVENT SKALL BE LOCATED WITHIN 12" OF z0 0 EACI I S;DE OF CONCRETE OPENINGS. CRAWL SPACE DOUG FIR 2X6 @ 24" OC a. 6" WIDE STEM WALL WITH 4. PROVIDE #6 REBAR AT 24" OC WITH 12" EMBEDMENT ON BOTH cc J 0 m 12" WIDE X 6" DEEP FOOTING, TYP SIDES OF CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE LOCATED IN THE MIDDEL THIRD OF THE SPACE BETWEEN LATERALL SUPPORTS. �J 06 ED Lu Ir LLI— V-0- 2'-3 VENT, TYP OF (2) 20'- 3" +/- FRAMING: 0QCc 5, FLOOR SHEATHING TO 8E 11/16" MINIMUM EXISTING BUILDING TO REMAIN HALL (CROSS HATCHED) " BEDROOM 3 0" - ENTRY BATH BATH I POCKET DOOR (A>4 RELOCATE DRAIN RELOCATE TOILET WALL TO BE REMOVED RELOCATE WINDOWS TYPCIAL SHOWER ��- 2X4 STUD WALL TO a a ALIGN W/EXISTING CLOSET qp U 6. WALL FRAMING: -STUDS SHALL BE A MINIMUM OF #3, STANDARD OR STUD GRADE LUMBER. -STUD SIZE AND SPACING: 2X6 (UNO) @ 16" OC -ALL FASTENING SHALL BE IN ACCORANCE WITH OREGON RESIDENTIAL SPECIALTY CODE TABLE R602.3 (1) (FASTENER SCHEDULE FOR STRUCTURAL MEMBERS). 7. TOP PLATE TO BE CONSTRUCTED IN ACCORANCE WITH R602.3.2. 8. CONTINUOUS SHEATHING BRACED WALL PANEL METHOD (CS-WSP) -MINIMUM SHEATHING THICKNESS: 3/8" -ALL PANEL EDGES TO BE BLOCKED AND NAILED -BRACED WALL LENGTH REQUIRMENT (TBL R602.10.4.2) OPENING HEIGHT = 80" 31" MIN BRACED PANEL LENGTH @ 25' OC MAX -REFER TO DETAIL 2/A4 FOR TYPICAL OUTSIDE BRACED WALL CORNER PANELS 9. WALL ANCHORAGE (R602.11.1) - PLATE WASHERS, A MINIMUM OF .229" X 3'X3" IN SIZE SHALL BE PROVIDED BETWEEN THE FOUDNATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER IS PERMITED TO BE DIAGONALLY SLOTTED WITH A WIDTH UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 13/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. DOWNSPOUT, CONNECT TO = V BATHROOM: EXISTING STORM DRAIN 4' - 9" 1' - 6" 2' - 10" EXISTING POST TO BE 10. BATHROOM TO BE MECHANICALLY VENTILATED OM (CS-WSP) GS-WSP) REMOVED, TYPICAL OF (3) ACCORDANCE WITH SECTION M1507.4. 7- 7' +/- RELOCATED 34"X34" 11. EXHAUST AIR SHALL NOT BE DIRECTED OVER WALKWAYS. WINDOWS TYPICAL OF (2) 20' - 3 1 /16" +/- D/ NEW 12. SHOWER FLOOR AND WALLS TO BE NONABSORBENT SURFACE RELOCATE 1 RECEPTIC D/ AND EXTEND TO A HEIGHT NOT LESS THAN 6 FEET ABOVE THE FACE OF STUDS FLOOR (R307). A3 FLOOR PLAN 1/4" = 1'-0" m 0 LL z 0 z Q 0- x LU t� z0 0 0 LLI z cc J 0 m �J 06 ED Lu Ir LLI— 0QCc z Z > 0 Cc Cfl m :2 m SHEET NAME: PLANS DATE: OCTOBER 31, 2016 SHEET: A2 30UTH ELEVATION 1/4" = V-0" ROOF 1 FASCIA & GUTTER = BEAM 8'- l 8'-0" 1 WINDOWS TO BE f ED, TYPICAL OF (2) SEMBLY SEE WALL SECTION IT, TYP OF (2) EVEL 1 t CATION t1 -2'- 6" l IOUS FOOTING 'OUT, CONNECT TO EXISTING )RAIN rr O LL z _O 07 z Q 0- x W 2 O O cr- �- z Q J m O 06 m 2 >- 0 z OQ Ir z 0 m :2 ti d. Z �O V W IrO W J W LLJ LL U) CD Cfl Ir CL � U) SHEET NAME: ELEVATION DATE: OCTOBER 31, 2016 SHEET: A3 EXISTING ROOF ASSEMBLY EXISTIN(; TRUSS -- EXIBT.'NG SOFFIT F4AMING EXISTING FASCIA W/ GUTTER TOP OF BEAM n 8' - 0" �1 EXISTING FINISHED TRIM CEILING EXISTING BEAM DOUBLE TO PLATE ATTACHED TO BLOCKING AS REQUIRED UNDERSIDE OF EXISTING BEAM W/ 8d Id @6"OC WINDOW TO BE RELCOATED — BLOCKING RELOCATED WINDOW EXISTING WALL TO BE REMOVED m WALL ASSEMBLY: FLOOR ASSEMBLY: ° LAP SIDING FLOOR FINISH DRAINAGE MAT 3/4" PLYWOOD SHEATHING AIR BARRIER MINIMUM 24" WOOD — STRUCTURAL PANEL RETURN VAPOR RETARDER CONTINUOUS 1/2" PLYWOOD SHEATHING 2X6 WOOD JOISTS @ 16" OC 2X6 WOOD STUDS @16" OC FILLED WITH FILLED W/BATT INSULATION BATT INSULATION AIR BARRIER VAPOR RETARDER GYPSUM WALL BOARD GYPSUM SHEATHING EXISTING FLOOR — ASSEMBLY LEVEL 1 16D NAIL (31/2"X0.131 �� 0' - 0" °@112 OC EXISTING STEM WALL ---- & FOOTING 1 SLOPE — ► FINISH GRADE EXISTING AS CRAWL STEM WALL AND FOOTING SPACE -n o.00Do 00 , � _FOUNDATION n 6.. � LI III I�IIIIIIIIIIIIIII III IIIIIIIIIIIII 6DCOMMON (2"X.0113")NAILS @6" —III SPACING (PANEL EDGES) AND AT 12" =11 III—III SPACING (INTERMEDIATE SUPPORTS), TYP COUNTINUOUS WOOD STRUCTURAL PANEL BRACED WALL LINE n OUTSIDE BRACED CORNER DETAIL NEW WALL SECTION J 1 1/2" —1'-0" - 1/2" = T-0" O LL O z Q � Lu 0 I� O O zO 0 TZ TZ Q Z W O co 06 O m LLJLU J LU O �LL Lu z> 2 �n SHEET NAME: SECTION DATE: OCTOBER 31, 2016 SHEET: A4 WALL BASE PRESSURE TREATED WOOD PLATE, ANCHORED TO FOUNDATION W/ 1/2" BOLTS WITH PLATE WASHERS @ 6' OC. MIN (2) BOLTS PER PLATE & 12" FROM EACH END OF PLATE. #6 VERTICAL @ 48" OC #6 CONTINUOUS ---- 46 -#6 CONTINUOUS NEAR MID -HEIGHT OF WALL - #6 REBAR W/STANDARD HOOK@ 48" OC 46 CONTINUOUS — �I I II I it l I"i; lI I Ii I,I I FOOTING AND STEM WALL 1 1/2" = 1'-0" m o � z I I SLOPE - - W z a: 1,l III Ihw-U MINI _ T III III WALL ASSEMBLY 3-16d @ 16" OC ALONG BRACED WALL PANEL LEVEL I --- E CONTINUOUS 2X6 RIM JOIST BASE FLASHING WATERPROOFING FILTER FABRIC PERFORATED DRAIN TILE IN CRUSHED ROCK, COVER PERFORATIONS WITH BUILDING PAPER. FOUNDATION 2'-6" v Cc 0 Z 0 Z Q 0 W 0 z O O Q LLI Z Q O m 06 m W r r'� O U oz>Ir m � �� SHEET NAME: DETAIL DATE: OCTOBER 31, 2016 SHEET: A5