HomeMy WebLinkAboutRW Clayborn PE Gennifer Grogg 1-24-2020 (1)COVER SHEET
VINCINITY MAP
LOCATION OF
RESIDENCE
CONTRACT DRAWINGS AND SPECIFICATIONS
REMODEL & BEAM DESIGN
CARMEL IN 46033
HAMILTON COUNTY, INDIANA
CONTRACTOR: H&K PROPERTY SOLUTIONS
North
BUILDING LAYOUT -SUITE IDENTIFICATION - SITE PLAN SCALE: NO SCALE
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
VERIFY ALL PLAN DIMENSIONS ARE
CORRECT BEFORE CONSTRUCTION AND
NOTIFY THE ENGINEER WITH THE CONTACT
INFORMATION ON THIS SHEET IN WRITING
IF ANY DISCREPANCIES EXIST AND AWAIT
THE ENGINEER OR RECORDS DIRECTION
BEFORE CONTINUING CONSTRUCTION.
DATE:DESCRIPTION: REV: BY:
Notes:
REVISION:DRAWING NO: PROJECT NO:
DRAWN:DATE: CHECKED:
TITLE:
SCALE AT:
CLIENT:
SITE:
STATUS:
DESIGNER:
RICHARD CLAYBORN, PE
1 DHS---
Title Sheet
3040 Rolling Springs Drive
Carmel IN 46033
RICHARD W CLAYBORN, PE
6003 FERN VALLEY ROAD
LOUISVILLE KY 40228
502-345-4147
Gennifer Grogg
3040 Rolling Springs Drive
Carmel IN 46033
Hamilton County, Indiana
For Construction
1/20/2020 12:43:32 PMNTS 1-24-2020 RWC RWC
OWNER: GENNIFER GROGG
RESIDENCE LOCATED AT:
3040 ROLLING SPRINGS DRIVE
DESIGN ENGINEER - JANUARY 24, 2020
08/18/20
William Hohlt
PROPOSED CONSTRUCTION
1. Contractor to verify all dimensions on plan sheet are correct and layout will work. Ensure basement floor finish remains concrete, and upstairs finish floor is
same thickness as finish stair material for dimensions to be accurate. Notify engineer immediately if discrepancy is found because this design will no longer be
valid.
2. Contractor to verify floor joists are 2" x 10" lumber to ensure dimensions are accurate. Notify engineer immediately if discrepancy is found because this
design will no longer be valid.
3. Install 4 stringers constructed from 2" x 12" lumber. Exact length of stringers exceed 16' lumber by 916". Contractor has option of using 18' lumber for exact
dimension or placing a 1.25" vertical riser in lieu of 3 4" riser to fully support first tread.
4. Construct load bearing wall along length of staircase to support trimmed floor joists on double top plate. Place 2" x 4" stringer stiffener on side adjacent to
framed wall for spacing and to aid finishing.
5. Ensure 5" Minimum of stringer material is left at back of step to uncut edge after stair layout. Do not overcut tread or risers into lumber.
6. Relocate electrical and HVAC as needed.
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
VERIFY ALL PLAN DIMENSIONS ARE
CORRECT BEFORE CONSTRUCTION AND
NOTIFY THE ENGINEER WITH THE CONTACT
INFORMATION ON THIS SHEET IN WRITING
IF ANY DISCREPANCIES EXIST AND AWAIT
THE ENGINEER OR RECORDS DIRECTION
BEFORE CONTINUING CONSTRUCTION.
DATE:DESCRIPTION: REV: BY:
Notes:
REVISION:DRAWING NO: PROJECT NO:
DRAWN:DATE: CHECKED:
TITLE:
SCALE AT:
CLIENT:
SITE:
STATUS:
DESIGNER:
RICHARD CLAYBORN, PE
STAIRCASE DETAIL
2 DHS---
Stiarcase Layout
3040 Rolling Springs Drive
Carmel IN 46033
RICHARD W CLAYBORN, PE
6003 FERN VALLEY ROAD
LOUISVILLE KY 40228
502-345-4147
Gennifer Grogg
3040 Rolling Springs Drive
Carmel IN 46033
Hamilton County, Indiana
For Construction
4'-0" 11"1'-3 1/2"1'-3 1/2"1'-3 1/2" 3'-10 1/2"4'-0"13'-9 3/4"3/4"
3 1/2" 4'-0"STRINGER STIFFENER 4 EA
48" x 48" Landing Area
at bottom of stairs
Direction to upstairs
Direction to upstairs
2" x 12" x 16'
Stringer Spaced
Max 18" O.C.
2" x 4"
Stringer
Stiffener
2" x 4"
Stringer
Stiffener
2" x 4"
Stringer
Stiffener
2" x 4"
Stringer
Stiffener
2" x 12" x 48" Tread
Cut to 11" Width
1" x 8" x 48" Riser
Trim to 6-7/8"
2" x 4" x 14' Stringer Brace
Fastened to adjacent side
of framed wall
2" x 4" x 48" Pressure Treated
Kickboard anchor in concrete 8'-6 1/4" TOTAL RISE ROUGH FRAMING13'-9 3/4" TOTAL RUN ROUGH FRAMING
ADD NOSING FOR FINISHED LENGTH7'-1 3/16"(6'-8" MIN HEADROOM FROM FINISHEDFLOOR TO FINISHED CEILING)13'-9 3/4"
MINIMUM FINISHED OPENING LENGTH OF STAIRCASE
ADD ONE ADDITIONAL FLOOR JOIST SPAN FOR MINIMUM LENGTH
Unit run equal to 11" use
construction adhesive and
screws
Unit rise equal to
6-13/16" use
construction adhesive and
screws
2" x 12" x 16'
Stringer Length
Typical EA Stringer
Handrail projects up to
3-1/2" into the width of stairs
34" to 38" Handrail height above
finished stairs
Framed load brearing wall
along length of staircase
to support floor above
without need for a beam
Trim existing floor joist to
increase stairway width to 48"
Rest Floor joists on new 2" x 4"
framed stud wall
Pressure treated
2" x 4"
bottom plate
11 1/4"
6
1
3
/
1
6
"11"14'-11 1/16"3 1/2" 9 1/4"5
5/
1
6
"
1
1
/
2"
6
7
/
1
6
"
5 7/16"
(5" Minimum Req)
1'
-0
1/
8
"10 1/16" 3 3/8"16'-0 9/16" Contractor can use 16'-0" lumber with a 1.25" true board at first stepCOMMON STRINGER 4 EA 15'-1 1/4"14'-11 1/16"3 1/2"1'-0" Max Distancefrom End of Stringer1'-0" Max Distancefrom End of Stringer7'-8" CONTRACTOR TO VERIFY THISCONCRETE TO DRYWALL CEILING DIMENSIONExisting Wall at end
of landing, ensure
layout provides min 48"
from finished nosing
to wall before
construction.
2" x 4" Stringer Stiffener
Nail with 10d (0.128" x 3")
nails at 12" on center,
staggered, Min 3 4" from
each edge, Min 2" from
end
Typical 1" x 6-1316" x 48"
(3 4" Thick) Riser Trim board Typical 2" x 12" x 48"
Tread board trimmed to 11"3'
-0
"
Extend handrail 12"
at the bottom of the
landing
Handrail must continue slope
for depth of one tread
beyond last riser vertical face
Space staircase away from wall
sufficient amount to allow column
load path to basement
Mid span support
wall for staircase
6'-9 1/8"
6'-9 1/8"1/20/2020 12:42:23 PMDESIGN ENGINEER - JANUARY 24, 2020
1" 1-24-2020 RWC RWC
08/18/20
William Hohlt
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
VERIFY ALL PLAN DIMENSIONS ARE
CORRECT BEFORE CONSTRUCTION AND
NOTIFY THE ENGINEER WITH THE CONTACT
INFORMATION ON THIS SHEET IN WRITING
IF ANY DISCREPANCIES EXIST AND AWAIT
THE ENGINEER OR RECORDS DIRECTION
BEFORE CONTINUING CONSTRUCTION.
DATE:DESCRIPTION: REV: BY:
Notes:
REVISION:DRAWING NO: PROJECT NO:
DRAWN:DATE: CHECKED:
TITLE:
SCALE AT:
CLIENT:
SITE:
STATUS:
DESIGNER:
RICHARD CLAYBORN, PE
3 DHS---
Living Room Beam
3040 Rolling Springs Drive
Carmel IN 46033
RICHARD W CLAYBORN, PE
6003 FERN VALLEY ROAD
LOUISVILLE KY 40228
502-345-4147
Gennifer Grogg
3040 Rolling Springs Drive
Carmel IN 46033
Hamilton County, Indiana
For Construction
LIVING ROOM BEAM DETAIL
2" x10" Perimeter
band board
Common existing
floor joist
8'-2" Approx Estimated Dimension Field Verify6'-5"
Existing CMU Wall Original CMU Wall
Install 4 new 2" x 6" Columns
2 @ full height adjacent to beam
2@ bottom of beam bearing min 4.5" of beam
remove and replace existing 2" x4" column
Typical EA End of beam
Secure to Exterior 2" x 4" wall entire length
Proposed New 48" Width
Reversed Staircase from
original direction
Relocate HVAC
Floor Supply as need
due to stair rough opening
Install new 2" x 10"
band board at cut ends
Install new load bearing wall
Relocate Electrical
Install Temporary Falsework
under rafters before demo
designed by contractor, do
not perform work under snow
loading
Wall to be removed
Install 2 EA 1.75" x 18" x 20'
LVL Ridge Beams. Contractor
to verify span length, plus 9"
End bearing to clear span length
(4.5" Min End Bearing EA End)
before ordering length Place
Under Existing Double 2" x 12"
Ridge. Secure with Simpson
Install 4 new 2" x 6"
Columns 2 @ full
height adjacent to
beam 2@ bottom of
beam bearing min
4.5" of beam remove
and replace existing
2" x4" columns
Typical EA End of
beam Secure to
Exterior 2" x 4" wall
entire length
Existing Double 2" x 12" Ridge Board
LIVING ROOM BEAM SECTION
4 EA - 2" x 6"
with 1EA -12"
Plywood Shim
Ridge Beam
Bottom Brace
@ 45 Degree
Attach to each
common rafter
and bottom of
beam
Trim out beam
and bracing
with drywall
Common studs
hidden for
clarity
Secure top ridge board to
bottom ridge beam with
simpson straps every 16"
on center as well as nails
Install Beam
Braces @ 45
Degree to
Bottom Beam 1/21/2020 12:42:43 AMInstall W 8 x 48 Steel I beam
in this span only beneath the load
bearing wall from CMU wall to CMU
wall. Shim bottom of beam with
steel plates such that top of beam
is fully supporting plywood floor.
Steel Shims beneath
W8 x 48 Steel I
beam to raise beam
Install solid blocking at
exterior wall
install steel W8 x 48
beam in utility room span
Steel Shims beneath
W8 x 48 Steel I
beam to raise beam
Install solid blocking injoist cavity below
exterior wall column
inset 2" x 6" wall to the exterior wall to allow
full depth column bearing on block wall below.
Detail shows 2" x 4" wall before removal
DESIGN ENGINEER - JANUARY 24, 2020
1" 1-24-2020 RWC RWC
08/18/20
William Hohlt
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
VERIFY ALL PLAN DIMENSIONS ARE
CORRECT BEFORE CONSTRUCTION AND
NOTIFY THE ENGINEER WITH THE CONTACT
INFORMATION ON THIS SHEET IN WRITING
IF ANY DISCREPANCIES EXIST AND AWAIT
THE ENGINEER OR RECORDS DIRECTION
BEFORE CONTINUING CONSTRUCTION.
DATE:DESCRIPTION: REV: BY:
Notes:
REVISION:DRAWING NO: PROJECT NO:
DRAWN:DATE: CHECKED:
TITLE:
SCALE AT:
CLIENT:
SITE:
STATUS:
DESIGNER:
RICHARD CLAYBORN, PE
3040 Rolling Springs Drive
Carmel IN 46033
RICHARD W CLAYBORN, PE
6003 FERN VALLEY ROAD
LOUISVILLE KY 40228
502-345-4147
Gennifer Grogg
3040 Rolling Springs Drive
Carmel IN 46033
Hamilton County, Indiana
For Construction
DINING ROOM BEAM ELEVATION VIEW
Support column with
solid wood blocking if
fully supported above
block wall exterior
foundation wall or if
location lands in
common floor joist
span, install 1 EA steel
GR 50 W8 x 48 up to
14' length under each
column if needed.
Existing 2" x10"
Perimeter
band board
12'-8" Approx Estimated Dimension Field Verify
Beam clear span not to exceed 14'-0"6'-5" Beam span not to exceed 14'-0"
Existing CMU Wall Original CMU Wall
Install 4 new 2" x 6" Columns
2 @ full height adjacent to beam
2@ bottom of beam bearing min 4.5" of beam
remove and replace existing 2" x4" column
Typical EA End of beam
Secure to Interior 2" x 4" wall entire length
Install solid blocking in
joist span below
exterior wall column
Relocate HVAC
Floor Supply as need
due to stair rough opening
Install new W8 x 48 beneath
columns in joist span shim height
at each end of beam
Relocate Electrical
Install Temporary Falsework
under rafters before demo
designed by contractor, do
not perform work under snow
loading
Wall to be removed
Install 2 EA 1.75" x 16" x 17' LVL MAX Length Ridge Beams. Contractor to
verify span length, plus 9" End bearing to clear span length (4.5" Min End
Bearing EA End) before ordering length Place in new cut birdsmouth of rafter
tails in front of existing load bearing wall. Brace beam in Kitchen side ceiling
along the entire length
Install 4 new 2" x 6"
Columns 2 @ full
height adjacent to
beam 2@ bottom of
beam bearing min
4.5" of beam remove
and replace existing
2" x4" Secure to
Interior 2" x 4" wall
entire length
DINING ROOM BEAM SECTION VIEW
Remove
existing 2" x 4"
wall after new
beam is
installed
Trim out beam
with drywall
Contractor to verify Min 6' - 10" Rough Opening Minimum Height from Floor to Bottom of BeamWARNING!
Contractor to design and
install temporary support
rafters, brace, then install
new beam.
Contractor to demo dining
room ceiling and verify new
beam height would be 6'
-10" minimum from finished
flooring elevation else stop
work and notify engineer.
Cut new birdsmouth into
rafter to receive the new
beam.Install 2 full height exterior 2" x 6" to brace beam at endpoints17'-0" Max Length - Contractor to Field Locate Precise Location
Install new W8 x 48 beneath
columns in joist span shim height
at each end of beam
Splice over Foundation wall
Dining room new beam kitchen section view Viewed from dining room towards kitchen
Install new wall
to block off
staircase
Nail new
column to
new wall full
length
4 EA - 2" x 6"
with 1EA -12"
Plywood Shim
to support
beam EA end.
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
WARNING!
CONTRACTOR MUST USE CAREFUL CONSIDERATION IN SEQUENCING THE REMOVAL OF THE
EXISTING SUPPORT FOR THE RAFTERS/ROOF SYSTEM.
INSTALL AND BRACE NEW SUPPORT BEFORE REMOVING THE EXISTING SUPPORT.
SUGGESTED PHASING
1. CONTRACTOR TO VERIFY PLAN DIMENSIONS WITH FIELD CONDITIONS BEFORE ORDERING
MATERIALS - LENGTH, MINIMUM HEIGHT AFTER FINAL FINISHES, EXISTING FRAMING DETAILS
2. STOP WORK AND NOTIFY ENGINEER OF ANY ERRORS OR DISCREPANCIES ON PLANS
3. INSTALL W8 X 48 NEW FLOOR BEAM IN CRAWL SPACE BENEATH EVENTUAL COLUMN
LOCATIONS
4. INSTALL NEW LVL OR TEMPORARY SUPPORT WALL WITH EXISTING WALL IN PLACE
5. INSTALL BRACING ALONG LVL LENGTH INTO ATTIC OF KITCHEN
6. FRAME IN STAIRCASE PROTECTIVE WALL AND ATTACHED TO LVL COLUMNS
7. REMOVE EXISTING 2" X 4" LOAD BEARING WALL
8. REMOVE REMAINING DINING ROOM WALLS
1/23/2020 10:11:45 PMDESIGN ENGINEER - JANUARY 24, 2020
1" 1-24-2020 RWC RWC
4 DHS--
Dining Room Beam
08/18/20
William Hohlt
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
VERIFY ALL PLAN DIMENSIONS ARE
CORRECT BEFORE CONSTRUCTION AND
NOTIFY THE ENGINEER WITH THE CONTACT
INFORMATION ON THIS SHEET IN WRITING
IF ANY DISCREPANCIES EXIST AND AWAIT
THE ENGINEER OR RECORDS DIRECTION
BEFORE CONTINUING CONSTRUCTION.
DATE:DESCRIPTION: REV: BY:
Notes:
REVISION:DRAWING NO: PROJECT NO:
DRAWN:DATE: CHECKED:
TITLE:
SCALE AT:
CLIENT:
SITE:
STATUS:
DESIGNER:
DESIGN ENGINEER - JANUARY 24, 2020
RICHARD CLAYBORN, PE
1" 1-24-2020 RWC RWC
5 DHS---
Basement Beam Design
3040 Rolling Springs Drive
Carmel IN 46033
RICHARD W CLAYBORN, PE
6003 FERN VALLEY ROAD
LOUISVILLE KY 40228
502-345-4147
Gennifer Grogg
3040 Rolling Springs Drive
Carmel IN 46033
Hamilton County, Indiana
For Construction
6'-10" Rough Opening for 6'-8" Finished Doorcontractor to field verify 8" lintel will fitwithin wall height beneath floor joist andclear 6'-10" Rough OpeningORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
WARNING!
CONTRACTOR MUST USE CAREFUL CONSIDERATION IN SEQUENCING THE REMOVAL OF
THE EXISTING BLOCK WALL HEADER FOR THE FLOOR SYSTEM.
INSTALL AND BRACE NEW SUPPORT EACH SIDE OF WALL BEFORE REMOVING THE
EXISTING SUPPORT.
ENSURE NEW LINTEL HAS 1 EA- #4 40,000 FY PSI REINFORCING BAR IN THE TOP AND
BOTTOM. ISTALL 2 EA LINTELS PER DOOR HEADER
SUGGESTED PHASING
1. CONTRACTOR TO VERIFY PLAN DIMENSIONS WITH FIELD CONDITIONS BEFORE
ORDERING MATERIALS - LENGTH, MINIMUM HEIGHT AFTER FINAL FINISHES,
EXISTING FRAMING DETAILS
2. STOP WORK AND NOTIFY ENGINEER OF ANY ERRORS OR DISCREPANCIES ON
PLANS
3. INSTALL TEMPORARY SUPPORT WALLS
4. SAW CUT WITH WATER SUCH THAT NO DUST IS CREATED
3. RIP CUT SAW CUT HEADER LENGTH CONCRETE BLOCKS TO DEPTH OF 12" BLOCK
THICKNESS
4. CHISEL OUT CUT BLOCK AND INSTALL 1 NEW CONCRETE LINTEL
5. REPEAT PROCESS FOR SECOND SIDE LINTEL
6. AFTER MORTAR HAS CURED SAW CUT AND DEMO EXISTING BLOCK BENEATH
LINTEL IN WIDTH OF DOOR ROUGH OPENING
7. PATCH CONCRETE THRESHOLD
8. INSTALL FINISHED DOOR, JAMB AND HARDWARE
3'-2" Rough Opening
for Finished 3'-0" Door
6'-10" Rough Opening for 6'-8" Finished DoorInstall 2 EA new reinforced
concrete lintels above
rough opening of door
Must have 1 EA- #4
40,000 FY PSI Top and
Bottom
Do not exceed 4'-3" Clear
Span
BASEMENT DOOR CUT ELEVATION VIEW BASEMENT DOOR CUT SECTION VIEW
3 5/8" 7 5/8"3 5/8"7 5/8"4'-6"7 5/8"Install 2 EA new reinforced
concrete lintels above
rough opening of door
Must have 1 EA- #4
40,000 FY PSI Top and
Bottom
8"
Bearing
Typ EA End 8"
Bearing
Typ EA End
1/24/2020 12:33:21 AM08/18/20
William Hohlt
PROPOSED CONSTRUCTION
1. Note Wall Removal locations and new beam locations
2. Note staircase reversal location
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
VERIFY ALL PLAN DIMENSIONS ARE
CORRECT BEFORE CONSTRUCTION AND
NOTIFY THE ENGINEER WITH THE CONTACT
INFORMATION ON THIS SHEET IN WRITING
IF ANY DISCREPANCIES EXIST AND AWAIT
THE ENGINEER OR RECORDS DIRECTION
BEFORE CONTINUING CONSTRUCTION.
DATE:DESCRIPTION: REV: BY:
Notes:
REVISION:DRAWING NO: PROJECT NO:
DRAWN:DATE: CHECKED:
TITLE:
SCALE AT:
CLIENT:
SITE:
STATUS:
DESIGNER:
DESIGN ENGINEER - JANUARY 24, 2020
RICHARD CLAYBORN, PE
6 DHS---
Floor Plan
3040 Rolling Springs Drive
Carmel IN 46033
RICHARD W CLAYBORN, PE
6003 FERN VALLEY ROAD
LOUISVILLE KY 40228
502-345-4147
Gennifer Grogg
3040 Rolling Springs Drive
Carmel IN 46033
Hamilton County, Indiana
For Construction
69'-10 3/4"
Load Bearing Wall
to be removed
after 20' LVL beam
is installed
Load Bearing Wall
to be removed
after LVL 17' beam
is installed
Non structural wall
to be removed
Non structural wall
to be removed
Bedroom
Closet
Closet
Closet
Pantry
BedroomBedroom
Bathroom
Bathroom
Kitchen
Living Room
Great Room
Bedroom
Staircase Reverse
Directions, enter
this end after
remodel
Staircase Reverse
Directions, enter
other end after
remodel create wall
here
20' LVL See Living
Room Beam Details
Sheet
17' MAX LVL See
Living Room Beam
Details Sheet -
Install W8-48 Steel
Beam under floor
20' MAX Length LVL beam end
support - Install W8-48 Steel
Beam in this basement span. See
Living Room Beam details sheet.
Patio
Garage
1/24/2020 12:54:57 AMFLOORPLAN LAYOUT
08/18/20
William Hohlt
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
VERIFY ALL PLAN DIMENSIONS ARE
CORRECT BEFORE CONSTRUCTION AND
NOTIFY THE ENGINEER WITH THE CONTACT
INFORMATION ON THIS SHEET IN WRITING
IF ANY DISCREPANCIES EXIST AND AWAIT
THE ENGINEER OR RECORDS DIRECTION
BEFORE CONTINUING CONSTRUCTION.
DATE:DESCRIPTION: REV: BY:
Notes:
REVISION:DRAWING NO: PROJECT NO:
DRAWN:DATE: CHECKED:
TITLE:
SCALE AT:
CLIENT:
SITE:
STATUS:
DESIGNER:
DESIGN ENGINEER - JANUARY 24, 2020
RICHARD CLAYBORN, PE
1" 1-24-2020 RWC RWC
7 DHS---
Wood Rot Replacement
3040 Rolling Springs Drive
Carmel IN 46033
RICHARD W CLAYBORN, PE
6003 FERN VALLEY ROAD
LOUISVILLE KY 40228
502-345-4147
Gennifer Grogg
3040 Rolling Springs Drive
Carmel IN 46033
Hamilton County, Indiana
For Construction
ORIGINAL DESIGN NOTES
CONTRACTOR SHALL:
WARNING!
CONTRACTOR MUST USE CAREFUL CONSIDERATION IN SEQUENCING THE REMOVAL OF
THE EXISTING BAND BOARD, AND STUDS FOR THE FLOOR AND WALL SYSTEMS.
INSTALL AND BRACE NEW SUPPORTS EACH SIDE OF WALL BEFORE REMOVING THE
EXISTING SUPPORT.
SUGGESTED PHASING
1. CONTRACTOR TO VERIFY PLAN DIMENSIONS WITH FIELD CONDITIONS BEFORE
ORDERING MATERIALS - LENGTH, MINIMUM HEIGHT AFTER FINAL FINISHES,
EXISTING FRAMING DETAILS
2. STOP WORK AND NOTIFY ENGINEER OF ANY ERRORS OR DISCREPANCIES ON
PLANS
3. INSTALL TEMPORARY SUPPORT WALLS
4. REMOVE ALL ROTTED WOOD SECTIONS TO A MINIMUM DISTANCE OF 6" PAST
OUTERMOST DAMAGED WOOD FIBER, WHERE POSSIBLE REMOVE THE WOOD TO
AN ADJACENT FRAMING MEMBER TO EASE REPAIR PROCESS
5. INSTALL BLOCKING ADJACENT TO EXISTING FRAMING MATERIAL SUCH AS FLOOR
JOISTS, PLYWOOD DECKING, ROOF SHEATHING AS A NAILER FOR THE
REPLACEMENT MATERIAL
6. REPEAT PROCESS FOR ALL DAMAGED AREAS
EXPOSED KITCHEN WOOD ROT REPAIR DETAIL REPAIR DETAIL WHERE JOIST ARE PARALLEL
3'-0" Estimated Length of
Rotted 2" x 10" Band Board
Replace all water damaged
or rotted 2" x 4" studs
Estimated Max 5'-0" Band Board Repair Length
Saw Cut Exterior Band
Board Past Damage
Saw Cut Exterior Band
Board Past Damage
2'-0" 2'-0"
Approx Length of Blocking
behind band board
Install full length plus 24"
each end wood blocking
behind band board if joists
are parallel to perimeter
EXPOSED KITCHEN WOOD ROT REPAIR DETAIL
3'-0" Estimated Length of
Rotted 2" x 10" Band Board
Replace all water damaged
or rotted 2" x 4" studs
Estimated Max 5'-0" Band Board Repair Length
Saw Cut Exterior Band
Board Past Damage and
nail on 1.5" blocking
surface
Saw Cut Exterior Band Board Past Damage to
adjacent joist vertical cut and install 24" blocking joist
sistered to existing joist for full 1.5" nailing surface
1/24/2020 2:11:25 AM08/18/20
William Hohlt