HomeMy WebLinkAboutPermit Plumbing 2016-11-22EXISTING I
NEIGHBOR
HOUSE
EXISTING FENCE
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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:
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SHEET NAME:
SITE PLAN
DATE: OCTOBER 31, 2016
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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).
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FLOOR PLAN
1/4" = 1'-0"
m
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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
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S; IALL I ]AVE A MINIMUM COVER Of 3 INCHES. MINIMUM COVER
OPENING (16"X24"
FOR RE NFORCMENT IN CONCRETE CAST IN REMOVABLE FORMS
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MINIMUM)
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THAT WILL BE EXPOSED TO EARTH OR WEATHER SHALL BE 2
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3. VERTICAL REIN FORCEVENT SKALL BE LOCATED WITHIN 12" OF
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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
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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.
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20'- 3" +/-
FRAMING:
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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).
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FLOOR PLAN
1/4" = 1'-0"
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SHEET NAME:
PLANS
DATE: OCTOBER 31, 2016
SHEET:
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30UTH ELEVATION
1/4" = V-0"
ROOF
1 FASCIA & GUTTER
=
BEAM
8'-
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8'-0" 1
WINDOWS TO BE
f ED, TYPICAL OF (2)
SEMBLY SEE WALL SECTION
IT, TYP OF (2)
EVEL 1 t
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'OUT, CONNECT TO EXISTING
)RAIN
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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
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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"
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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 —
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FOOTING AND STEM WALL
1 1/2" = 1'-0"
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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
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SHEET NAME:
DETAIL
DATE: OCTOBER 31, 2016
SHEET:
A5