SAMPLE ROOM ADDITION PLAN.dwg
15' 0"
ATTIC VENT
5' 0"
5' 0" STUCCO / SIDING
VENTS
LANDING
REAR ELEVATION
(ALSO INCLUDE FRONT IF APPLICABLE) RECOMMENDED SCALE 1 4"=1'
RIGHT SIDE ELEVATION
(ALSO INCLUDE LEFT SIDE IF APPLICABLE)
EFFECTIVE CODES AND ORDINANCES: 2006 INTERNATIONAL RESIDENTIAL CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 UNIFORM PLUMBING CODE 2008 NATIONAL ELECTRICAL CODE 2006 INTERNATIONAL ENERGY CONSERVATION CODE CITY OF KETCHIKAN LOCAL AMENDMENTS
PROPERTY LINE
SITE PLAN RECOMMENDED SCALE
1
RESOURCE: "WOOD FRAME CONSTRUCTION MANUAL" (FOR ONE AND TWO FAMILY DWELLINGS)* *SECTION R301.2.1.1, 2006 IRC; DESIGN CRITERIA
8"=1'
SPECIFY ELECTRICAL SERVICE SIZE AND LOCATION ON SITE PLAN
8"
T&G PLYWOOD SUBFLOOR
BOTTOM PLATE
A 15
RIM JOIST P.T. SILL #4 REBAR @ 32" O.C. 3 #4 REBARS 3" ABOVE GROUND
FLOOR JOIST
1
18"
GIRDER 12"
12 4
ANCHOR BOLTS @ 4' O.C. 7" MIN. EMBEDMENT #4 LONGITUDINAL BARS @12" O.C. 6"
2"x10"
COMPACTED DRAINAGE MATERIALS
12" MIN.
12"
DETAILS RECOMMENDED SCALE
1
2"=1'
9' 0"
IDENTIFY SNOW LOAD 40 PSF (4:12 AND GREATER) 2x8 RIDGE 2x6 RAFTER @ 24" O.C. 5 8" CDX PLYWOOD W/ 8d @ 6" EDGE 12" FIELD NAILING COMP. OVER 15/30 # FELT 1x6 COLLAR TIES @ 4' O.C. 2x8 CEILING JOIST @ 16" O.C. 2X BLOCKING R 38 ATTIC INSULATION EDGE NAIL PLYWOOD @ 6" O.C.
22" x 30" ACCESS
4x4 POST POST CONNECTION (PB or CB)
DRYWALL FINISH
DETERMINED BY LOAD
32" MIN.
DOUBLE 2x6 TOP PLATE 4x12 (DOUBLE 2x12) 2x6 @ 16" O.C.
PC 2
R 21 INSULATION
A 15
A 15
SIDING W/ WEATHER BARRIER
5 8" T&G PLYWOOD SUBFLOOR BLOCKING
POST/BEAM CONNECTOR
CONVENTIONAL FRAME (2x6, 2x8 ...) OR ENGINEERED FLOOR SYSTEMS (TJI, LPI ...)
FACIA BOARD AND/OR GUTTER
PC 1
R 30 INSULATION
2% SLOPE
MIN. 6" ISOLATED FOOTING W/ REBAR
4"=1'
POST/BEAM CONNECTOR (PC or CC)
A 15
PC 1
BLOCKING 2x6 JOISTS @ 16" O.C.
POST/BEAM CONNECTOR POST 8"
CONVENTIONAL FRAME (2x6, 2x8 ...) OR ENGINEERED ROOF SYSTEMS (TRUSS, TJI ...)
4x10 HEADER
PC 2 5
RAFTER SPAN
1
CONCRETE PAD SIZED PER LOAD
SPECIFY LUMBER SPECIES AND GRADES: (DF #1, DF #2 ...) COMPRESSIVE STRENGTH OF CONCRETE: (2000 PSI, 2500 PSI ...)
3
2"
CDX W/ 8d @ 6"/12"
2x6 BOTTOM PLATE 2x6 RIM JOIST
4x6 GIRDER 4x4 POST
CROSS SECTION A RECOMMENDED SCALE
1
8"
20' 0"
RECOMMENDED SCALE
2x6 P.T. SILL 3 #4 REBARS 3" ABOVE GROUND
A
8"=1'
SPECIFY ALL HARDWARE TO BE USED FOR UPLIFT DESIGN.
CITY OF KETCHIKAN SCALE: DATE:
Scope of work, dimensions and materials may differ from your project, "THIS IS A SAMPLE ONLY"
City of Ketchikan
APPROVED BY: 07 AUG 2012
DRAWN BY:
KAO
REVISED:
SAMPLE ROOM ADDITION PLAN DRAWING NUMBER:
1 OF 3
TIE TO (E) DOUBLE TOP PLATES W/ STRAPS AT BOTH SIDES (SPECIFY CONNECTION TYPES)
8''6"
10''0"
11''6"
10''0" 3''3"
2x6 FLOOR JOISTS @ 16" O.C. OR TJI, LPI
5''0"
GFI
SMOKE DETECTOR SMOKE DETECTOR
8''3"
5''0"
A 18" x 24" UNDER FLOOR ACCESS
ROOF FRAME PLAN 1
NEW EXISTING TIE TO (E) FOUNDATION W/ 2 ' #5 BARS 6" INTO EXISTING W/ EPOXY ' BOTH SIDES
4"=1'
IF APPLICABLE, SUBMIT TRUSS SHOP DRAWINGS TO THE CITY AND THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ROUGH'FRAME INSPECTION
1.
THIS PLAN IS REDUCED AND IS FOR INFORMATION ONLY. USE 1 4" PER 1''0" FOR FOUNDATION, FLOOR AND ELEVATION PLAN VIEWS. FOR PLOT PLANS USE 1 8" PER 1''0". FOR CROSS SECTION USE 3 8" PER 1''0". ALL DETAILS, USE 1 2" PER 1''0" (RECOMMENDED SCALES).
2.
MINIMUM PAPER SIZE 11" x 17"
3.
PROVIDE 2 SETS OF PLANS SIGNED BY THE PERSON WHO PREPARES THEM. INCLUDE NAME, ADDRESS AND PHONE NUMBER.
11''8"
FAMILY ROOM EXTENSION PROVIDE: STRUCTURAL SUPPORT PLAN/DETAIL @ NEW OPENING
NAME ALL EXISTING ' ADJOINING ROOMS, INCLUDE DOOR, WINDOWS AND ANY NEW OPENINGS
FOUNDATION PLAN RECOMMENDED SCALE
1
4"=1'
ROOF SNOW LOAD: 40 PSF @ 4:12 AND STEEPER SLOPES.
NOTES:
3''2"
4''5"
4''4"
RECOMMENDED SCALE
BEDROOM
3 FT. MIN.
2x8 RIDGE
A
CLOSET
BATH
CONCRETE FOUNDATION
LANDING
BLOCKING
2x6 @ 24" O.C. OR TRUSSES, TJI
℄ 15" 15" MIN MIN
2 ' #5 CONTINUOUS REBAR (FOOTING)
LINEN
12" PIER BLOCK OVER 24" SQUARE CONCRETE FOOTING
GIRDER HANGER OR RECESSED POCKET
11''9"
4x6 GIRDER
WINDOW SIZE/TYPE
20''0"
5''0"
5''0"
FLUORESCENT LIGHT
FLOOR PLAN RECOMMENDED SCALE
• ANCHOR BOLTS: 1 2" x 10" @ 4' O.C., EMBED 7" MIN. 3
1 2" MIN, 12' MAX FROM END OF MUDSILL PLATE • FOOTINGS: 2 ' #5 LONGITUDINAL REBAR CONTINUOUS OR 3 ' #4 LONGITUDINAL REBAR CONTINUOUS. • FOUNDATION WALL: #4 VERTICAL W/ BEND @ 32" O.C. #4 LONGITUDINAL @ 12" O.C. • FROST DEPTH: 32" WITHIN CITY • GROUND SNOW LOAD: 55 P.S.F. • SEISMIC DESIGN CATEGORY: B • WIND DESIGN: 110'120 MPH, 3'SECOND GUSTS, EXPOSURES C & D. ENGINEERED CALCS/DESIGN MAY BE NECESSARY
1
4"=1'
IDENTIFY EXISTING HEATING SOURCE. SMOKE ALARM SYSTEM REQUIRED @ NEW BEDROOM AREA (SLEEPING ROOMS) ARC'FAULT (AFCI) AND GROUND'FAULT (GFCI) PROTECTION REQUIRED PER 2008 NATIONAL ELECTRICAL CODE
CITY OF KETCHIKAN SCALE: DATE:
Scope of work, dimensions and materials may differ from your project, "THIS IS A SAMPLE ONLY"
City of Ketchikan
APPROVED BY: 15 AUG 2012
DRAWN BY:
KAO
REVISED:
SAMPLE ROOM ADDITION PLAN DRAWING NUMBER:
2 OF 3
MECHANICAL FASTENERS PER SHOP DRAWINGS 3 TAB ASPHALT SHINGLES OR METAL ROOFING 30# FELT 5 8 " CDX PLYWOOD ENGINEERED ENERGY TRUSSES @ 24" O.C. R 38 BATT INSULATION VAPOR BARRIER 5 8 " GYP. BD. INSUL. BAFFLE @ EAVE 2" MIN.
INSTALL @ EXTERIOR FACE TIES AT TRUSSES, TOP PLATES AND STUDS
2x CEDAR FACIA CONT. GUTTER 3" CONT. VENT CEDAR OR VINYL SOFFIT INTERNAL WALL 2" GYP. BD. 2x4 STUDS @ 16" O.C. 1 2" GYP. BD.
MECHANICAL CONNECTORS
1
ALL EXT. HEADERS TO BE INSULATED
SIDING (SEE ELEVATIONS) TYVEK OR 30# BLDG PAPER 1 2" PLYWOOD OR EQUAL 2x6 STUDS @ 24" O.C. R 21 BATT INSULATION VAPOR BARRIER 1 5 2" OR 8"GYP. BD.
1' 4"
STRAPS REQ'D @ 4' O.C. (TYP) AS PER LOCAL ORDINANCE SEE HOUSING CODE (2006 IRC.)
VERSA RIM
1' 4"
FLOOR FINISH 1 2" CROSS BANDED PLYWOOD WHERE REQUIRED 3 4 " T&G PLYWOOD 12" TJI OR EQUAL R 30 BATT INSUL. 2 LAYERS 5 8" OR 1 2" GYP. BD.
CS14 AT 4" O.C. TO MATCH STRAP AT FDN. STRAPS CAN BE REPLACED WITH PLYWOOD SHEATHING CENTERED AT RIM JOIST CONTINUOUSLY AROUND BUILDING
OPTIONAL PLYWOOD STRAP CENTERED MIDDLE OF TJI
2x12 RIM JOIST OR VERSARIM 2x6 STUD AND PLATE STRAPS AND LATERAL TIES AT FLOOR LEVEL
CS 14 STRAP WRAPPED AROUND SILL AND EXTENDED 16" UP THE SIDE OF STUD (LOCATED AS CLOSE TO ANCHOR BOLT)
RIGID INSULATION
VERSA RIM
MECHANICAL CONNECTORS
SILL SEALER
GARAGE AREA
3"
UPLIFT CONNECTION DETAILS FOR CONTINUITY
1 2" ANCHOR BOLT 4' O.C. (WITHIN 12" AT CORNERS AND ENDS OF SILL PLATE BOARDS)
GRADE 2x6 P.T. MUDSILL W/ 10" A.B. @ 48" O.C. (MIN OF 2 PER) & WITHIN 12" OF ANY CORNER 8" x 24" REINFORCED CONC. WALL 16" x 8" REINFORCED CONC. FOOTING SLOPE 3
4"
12" MIN.
EXPANSION JOINT
4" REINFORCED CONCRETE GARAGE SLAB 2" RIGID INSULATION
RIVER ROCK
FILTER FABRIC (IF REQUIRED)
CITY OF KETCHIKAN
4" PERFORATED DRAIN TILE SCALE: DATE:
Scope of work, dimensions and materials may differ from your project, "THIS IS A SAMPLE ONLY"
City of Ketchikan
APPROVED BY: 17 AUG 2012
DRAWN BY:
KAO
REVISED:
SAMPLE ROOM ADDITION PLAN DRAWING NUMBER:
3 OF 3
ATTIC VENT
5' 0"
5' 0" STUCCO / SIDING
VENTS
LANDING
REAR ELEVATION
(ALSO INCLUDE FRONT IF APPLICABLE) RECOMMENDED SCALE 1 4"=1'
RIGHT SIDE ELEVATION
(ALSO INCLUDE LEFT SIDE IF APPLICABLE)
EFFECTIVE CODES AND ORDINANCES: 2006 INTERNATIONAL RESIDENTIAL CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 UNIFORM PLUMBING CODE 2008 NATIONAL ELECTRICAL CODE 2006 INTERNATIONAL ENERGY CONSERVATION CODE CITY OF KETCHIKAN LOCAL AMENDMENTS
PROPERTY LINE
SITE PLAN RECOMMENDED SCALE
1
RESOURCE: "WOOD FRAME CONSTRUCTION MANUAL" (FOR ONE AND TWO FAMILY DWELLINGS)* *SECTION R301.2.1.1, 2006 IRC; DESIGN CRITERIA
8"=1'
SPECIFY ELECTRICAL SERVICE SIZE AND LOCATION ON SITE PLAN
8"
T&G PLYWOOD SUBFLOOR
BOTTOM PLATE
A 15
RIM JOIST P.T. SILL #4 REBAR @ 32" O.C. 3 #4 REBARS 3" ABOVE GROUND
FLOOR JOIST
1
18"
GIRDER 12"
12 4
ANCHOR BOLTS @ 4' O.C. 7" MIN. EMBEDMENT #4 LONGITUDINAL BARS @12" O.C. 6"
2"x10"
COMPACTED DRAINAGE MATERIALS
12" MIN.
12"
DETAILS RECOMMENDED SCALE
1
2"=1'
9' 0"
IDENTIFY SNOW LOAD 40 PSF (4:12 AND GREATER) 2x8 RIDGE 2x6 RAFTER @ 24" O.C. 5 8" CDX PLYWOOD W/ 8d @ 6" EDGE 12" FIELD NAILING COMP. OVER 15/30 # FELT 1x6 COLLAR TIES @ 4' O.C. 2x8 CEILING JOIST @ 16" O.C. 2X BLOCKING R 38 ATTIC INSULATION EDGE NAIL PLYWOOD @ 6" O.C.
22" x 30" ACCESS
4x4 POST POST CONNECTION (PB or CB)
DRYWALL FINISH
DETERMINED BY LOAD
32" MIN.
DOUBLE 2x6 TOP PLATE 4x12 (DOUBLE 2x12) 2x6 @ 16" O.C.
PC 2
R 21 INSULATION
A 15
A 15
SIDING W/ WEATHER BARRIER
5 8" T&G PLYWOOD SUBFLOOR BLOCKING
POST/BEAM CONNECTOR
CONVENTIONAL FRAME (2x6, 2x8 ...) OR ENGINEERED FLOOR SYSTEMS (TJI, LPI ...)
FACIA BOARD AND/OR GUTTER
PC 1
R 30 INSULATION
2% SLOPE
MIN. 6" ISOLATED FOOTING W/ REBAR
4"=1'
POST/BEAM CONNECTOR (PC or CC)
A 15
PC 1
BLOCKING 2x6 JOISTS @ 16" O.C.
POST/BEAM CONNECTOR POST 8"
CONVENTIONAL FRAME (2x6, 2x8 ...) OR ENGINEERED ROOF SYSTEMS (TRUSS, TJI ...)
4x10 HEADER
PC 2 5
RAFTER SPAN
1
CONCRETE PAD SIZED PER LOAD
SPECIFY LUMBER SPECIES AND GRADES: (DF #1, DF #2 ...) COMPRESSIVE STRENGTH OF CONCRETE: (2000 PSI, 2500 PSI ...)
3
2"
CDX W/ 8d @ 6"/12"
2x6 BOTTOM PLATE 2x6 RIM JOIST
4x6 GIRDER 4x4 POST
CROSS SECTION A RECOMMENDED SCALE
1
8"
20' 0"
RECOMMENDED SCALE
2x6 P.T. SILL 3 #4 REBARS 3" ABOVE GROUND
A
8"=1'
SPECIFY ALL HARDWARE TO BE USED FOR UPLIFT DESIGN.
CITY OF KETCHIKAN SCALE: DATE:
Scope of work, dimensions and materials may differ from your project, "THIS IS A SAMPLE ONLY"
City of Ketchikan
APPROVED BY: 07 AUG 2012
DRAWN BY:
KAO
REVISED:
SAMPLE ROOM ADDITION PLAN DRAWING NUMBER:
1 OF 3
TIE TO (E) DOUBLE TOP PLATES W/ STRAPS AT BOTH SIDES (SPECIFY CONNECTION TYPES)
8''6"
10''0"
11''6"
10''0" 3''3"
2x6 FLOOR JOISTS @ 16" O.C. OR TJI, LPI
5''0"
GFI
SMOKE DETECTOR SMOKE DETECTOR
8''3"
5''0"
A 18" x 24" UNDER FLOOR ACCESS
ROOF FRAME PLAN 1
NEW EXISTING TIE TO (E) FOUNDATION W/ 2 ' #5 BARS 6" INTO EXISTING W/ EPOXY ' BOTH SIDES
4"=1'
IF APPLICABLE, SUBMIT TRUSS SHOP DRAWINGS TO THE CITY AND THE DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ROUGH'FRAME INSPECTION
1.
THIS PLAN IS REDUCED AND IS FOR INFORMATION ONLY. USE 1 4" PER 1''0" FOR FOUNDATION, FLOOR AND ELEVATION PLAN VIEWS. FOR PLOT PLANS USE 1 8" PER 1''0". FOR CROSS SECTION USE 3 8" PER 1''0". ALL DETAILS, USE 1 2" PER 1''0" (RECOMMENDED SCALES).
2.
MINIMUM PAPER SIZE 11" x 17"
3.
PROVIDE 2 SETS OF PLANS SIGNED BY THE PERSON WHO PREPARES THEM. INCLUDE NAME, ADDRESS AND PHONE NUMBER.
11''8"
FAMILY ROOM EXTENSION PROVIDE: STRUCTURAL SUPPORT PLAN/DETAIL @ NEW OPENING
NAME ALL EXISTING ' ADJOINING ROOMS, INCLUDE DOOR, WINDOWS AND ANY NEW OPENINGS
FOUNDATION PLAN RECOMMENDED SCALE
1
4"=1'
ROOF SNOW LOAD: 40 PSF @ 4:12 AND STEEPER SLOPES.
NOTES:
3''2"
4''5"
4''4"
RECOMMENDED SCALE
BEDROOM
3 FT. MIN.
2x8 RIDGE
A
CLOSET
BATH
CONCRETE FOUNDATION
LANDING
BLOCKING
2x6 @ 24" O.C. OR TRUSSES, TJI
℄ 15" 15" MIN MIN
2 ' #5 CONTINUOUS REBAR (FOOTING)
LINEN
12" PIER BLOCK OVER 24" SQUARE CONCRETE FOOTING
GIRDER HANGER OR RECESSED POCKET
11''9"
4x6 GIRDER
WINDOW SIZE/TYPE
20''0"
5''0"
5''0"
FLUORESCENT LIGHT
FLOOR PLAN RECOMMENDED SCALE
• ANCHOR BOLTS: 1 2" x 10" @ 4' O.C., EMBED 7" MIN. 3
1 2" MIN, 12' MAX FROM END OF MUDSILL PLATE • FOOTINGS: 2 ' #5 LONGITUDINAL REBAR CONTINUOUS OR 3 ' #4 LONGITUDINAL REBAR CONTINUOUS. • FOUNDATION WALL: #4 VERTICAL W/ BEND @ 32" O.C. #4 LONGITUDINAL @ 12" O.C. • FROST DEPTH: 32" WITHIN CITY • GROUND SNOW LOAD: 55 P.S.F. • SEISMIC DESIGN CATEGORY: B • WIND DESIGN: 110'120 MPH, 3'SECOND GUSTS, EXPOSURES C & D. ENGINEERED CALCS/DESIGN MAY BE NECESSARY
1
4"=1'
IDENTIFY EXISTING HEATING SOURCE. SMOKE ALARM SYSTEM REQUIRED @ NEW BEDROOM AREA (SLEEPING ROOMS) ARC'FAULT (AFCI) AND GROUND'FAULT (GFCI) PROTECTION REQUIRED PER 2008 NATIONAL ELECTRICAL CODE
CITY OF KETCHIKAN SCALE: DATE:
Scope of work, dimensions and materials may differ from your project, "THIS IS A SAMPLE ONLY"
City of Ketchikan
APPROVED BY: 15 AUG 2012
DRAWN BY:
KAO
REVISED:
SAMPLE ROOM ADDITION PLAN DRAWING NUMBER:
2 OF 3
MECHANICAL FASTENERS PER SHOP DRAWINGS 3 TAB ASPHALT SHINGLES OR METAL ROOFING 30# FELT 5 8 " CDX PLYWOOD ENGINEERED ENERGY TRUSSES @ 24" O.C. R 38 BATT INSULATION VAPOR BARRIER 5 8 " GYP. BD. INSUL. BAFFLE @ EAVE 2" MIN.
INSTALL @ EXTERIOR FACE TIES AT TRUSSES, TOP PLATES AND STUDS
2x CEDAR FACIA CONT. GUTTER 3" CONT. VENT CEDAR OR VINYL SOFFIT INTERNAL WALL 2" GYP. BD. 2x4 STUDS @ 16" O.C. 1 2" GYP. BD.
MECHANICAL CONNECTORS
1
ALL EXT. HEADERS TO BE INSULATED
SIDING (SEE ELEVATIONS) TYVEK OR 30# BLDG PAPER 1 2" PLYWOOD OR EQUAL 2x6 STUDS @ 24" O.C. R 21 BATT INSULATION VAPOR BARRIER 1 5 2" OR 8"GYP. BD.
1' 4"
STRAPS REQ'D @ 4' O.C. (TYP) AS PER LOCAL ORDINANCE SEE HOUSING CODE (2006 IRC.)
VERSA RIM
1' 4"
FLOOR FINISH 1 2" CROSS BANDED PLYWOOD WHERE REQUIRED 3 4 " T&G PLYWOOD 12" TJI OR EQUAL R 30 BATT INSUL. 2 LAYERS 5 8" OR 1 2" GYP. BD.
CS14 AT 4" O.C. TO MATCH STRAP AT FDN. STRAPS CAN BE REPLACED WITH PLYWOOD SHEATHING CENTERED AT RIM JOIST CONTINUOUSLY AROUND BUILDING
OPTIONAL PLYWOOD STRAP CENTERED MIDDLE OF TJI
2x12 RIM JOIST OR VERSARIM 2x6 STUD AND PLATE STRAPS AND LATERAL TIES AT FLOOR LEVEL
CS 14 STRAP WRAPPED AROUND SILL AND EXTENDED 16" UP THE SIDE OF STUD (LOCATED AS CLOSE TO ANCHOR BOLT)
RIGID INSULATION
VERSA RIM
MECHANICAL CONNECTORS
SILL SEALER
GARAGE AREA
3"
UPLIFT CONNECTION DETAILS FOR CONTINUITY
1 2" ANCHOR BOLT 4' O.C. (WITHIN 12" AT CORNERS AND ENDS OF SILL PLATE BOARDS)
GRADE 2x6 P.T. MUDSILL W/ 10" A.B. @ 48" O.C. (MIN OF 2 PER) & WITHIN 12" OF ANY CORNER 8" x 24" REINFORCED CONC. WALL 16" x 8" REINFORCED CONC. FOOTING SLOPE 3
4"
12" MIN.
EXPANSION JOINT
4" REINFORCED CONCRETE GARAGE SLAB 2" RIGID INSULATION
RIVER ROCK
FILTER FABRIC (IF REQUIRED)
CITY OF KETCHIKAN
4" PERFORATED DRAIN TILE SCALE: DATE:
Scope of work, dimensions and materials may differ from your project, "THIS IS A SAMPLE ONLY"
City of Ketchikan
APPROVED BY: 17 AUG 2012
DRAWN BY:
KAO
REVISED:
SAMPLE ROOM ADDITION PLAN DRAWING NUMBER:
3 OF 3
