1. business and industrial
2. construction

Charlotte Historic District Commission
Staff Review
HDC 2014-070
LOCAL HISTORIC DISTRICT:
Wesley Heights
PROPERTY ADDRESS:
1700 Heathcliff Street
SUMMARY OF REQUEST:
New Construction
OWNER:
Daimean & Jennifer Fludd
APPLICANT:
Daimean Fludd
Application for a Certificate of Appropriateness
Date: August 13, 2014
Details of Proposed Request
Existing Conditions
The site is a triangular vacant lot at the end of a street. The adjacent properties are 1.5 and 2 story single family
homes and a two story quadraplex. There are mature trees on the site. There is not an established front
setback on the street.
Proposal
The proposal is a new two story single family home with a continuous gable roof from front to rear. Primary
exterior materials are cementitious siding, brick and standing seam metal roof (front elevation). The height
from grade is approximately 30’-8”. Full size windows are 6 over 1.
Policy & Design Guidelines
New construction in Local Historic Districts has an obligation to blend in with the historic character and scale of
the Local Historic District in which it is located. Designs for infill projects and other new construction within
designated Local Historic Districts must be designed with the surroundings in mind. The Historic District
Commission will not specify a particular architectural style or design for new construction projects. The scale,
mass and size of a building are often far more important than the decorative details applied. However, well
designed stylistic and decorative elements, as well as building materials and landscaping, can give new
construction projects the attributes necessary to blend in with the district, while creating a distinctive character
for the building. New construction projects in Local Historic Districts must be appropriate to their surroundings.
The Historic District Commission will review the building details for all new construction as part of their
evaluation of new construction project proposals.
Continued on page 2.
1
All New Construction Projects Will Be Evaluated
For Compatibility By The Following Criteria
1. Size
the relationship of the project to its site
2. Scale
the relationship of the building to those around it
3. Massing
the relationship of the building’s various parts to each other
4. Fenestration
the placement, style and materials of windows and doors
5. Rhythm
the relationship of fenestration, recesses and projections
6. Setback
in relation to setback of immediate surroundings
7. Materials
proper historic materials or approved substitutes
8. Context
the overall relationship of the project to its surroundings
9. Landscaping as a tool to soften and blend the project with the district
Staff Analysis
The Commission will determine if the proposal meets the guidelines for new construction.
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Wesley Heights Local
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Wesley Heights Wy
Wesley Heights Way
#2 southern yellow pine
floor joist
40 psf live load
10 psf dead load
12" o.c. 16"o.c. 24"o.c.
2x8
2x10
14'-2"
18'-0"
12'-10''
16'-1"
11'-0"
13'-2"
2x8
2x10
15'-7"
19'-10"
14'-2"
18'-0"
12'-4"
14'-8"
2x6
2x8
2x10
15'-6"
20'-1"
24'-0"
13'-6"
17'-5"
20'-9"
11'-0"
14'-2"
17'-0"
20 psf live load
7 psf dead load
2x6
2x8
17'-0"
22'-5"
15'-2"
19'-8"
12'-5"
16'-1"
30 psf live load
7 psf dead load
2x6
2x8
2x6
2x8
13'-0"
16'-10"
11'-6"
14'-11"
10'-7"
13'-9"
40 psf live load
7 psf dead load
14'-10"
19'-5"
13'-4"
17'-3"
These plans are designed to conform to the 2014
International Residential Code for One and Two Family
Dwellings. National and local building codes vary with
location and change from time to time. Therefore it is
impossible to warrant compliance to your specific
location. It is the responsibility of the purchaser and/or
the builder to adapt these plans to the requirements of the
individual locale.
(all rooms except sleeping)
30 psf live load
10 psf dead load
(sleeping rooms @ L/360)
ceiling joist
20 psf live load
5 psf dead load
(drywall ceiling @ L/240)
(slope over 3/12 & no
finished ceiling @ L/180)
#2 S-P-F (spruce-pine-fir)
13'-6"
17'-3"
12'-3''
15'-5"
10'-3"
12'-7"
30 psf live load
10 psf dead load
2x8
2x10
14'-11"
19'-0"
13'-6"
17'-2"
11'-6"
14'-1"
(all rooms except sleeping)
(sleeping rooms @ L/360)
ceiling joist
20 psf live load
5 psf dead load
2x6
2x8
2x10
14'-9"
18'-9"
22'-11"
12'-10"
16'-3"
19'-10"
10'-6"
13'-3"
16'-3"
20 psf live load
7 psf dead load
2x6
2x8
16'-3"
21'-3"
14'-6"
18'-5"
11'-10"
15'-0"
30 psf live load
7 psf dead load
2x6
2x8
2x6
2x8
12'-5"
15'-8"
11'-0"
13'-11"
10'-1"
12'-10"
40 psf live load
7 psf dead load
14'-3"
18'-2"
12'-8"
16'-1"
(drywall ceiling @ L/240)
Sheet 02 - Crawl Foundation
Crawl Foundation Plan
_Fdn8blk
_Fl1blk8-4
_crawl notes
_ledgerblk8-4
Sheet 03 - Floor 1 Plan
1 - Kitchen Caabinet
2 - Kitchen Cabinet
3- Kitchen Cabinet
Floor 1 Plan
_deck rail 1
Sheet 04 - Floor 2 Plan
Door List RT
Electrical 1 Floor Plan
Electrical 2 Floor Plan
Floor 2 Plan
Roof Plan
Window List RT
General Notes
12" o.c. 16"o.c. 24"o.c.
2x8
2x10
Drawing Index
These plans are designed for roof loads of 20 psf live
load and 10 psi dead load. The chart to the left can be
used to adjust for different requirements. All beams are
labeled "LVL" and should be sized locally. Roof loads can
vary and have a big impact on the beams carrying
accumulated loads. Most lumber suppliers can have this
done at no charge, however having a registered engineer
is recommended.
9'-5"
12'-2"
40 psf live load
10 psf dead load
Sheet 01 - Cover sheet
Structural Notes
rafters
floor joist
Index to Drawings
Thank you for your purchase of these house plans.
• Square footages are for heated floor areas. This does
not include fireplace projection or vaulted space. Stairs
are counted on the main floor only.
Sheet 05 - Front and Right Elevations
• Dimensions are from the face of the stud wall.
Contractor to verify all dimensions and please contact us
if an error is present..
Sheet 06 - Rear and Left Elevations
Front Elevation
Right Side Elevation
_porch3EaveDn18
Left Side Elevation
Rear Elevation
• All footings shall be on firm undisturbed soil of no less
than 2000 psf and be below frost depth. The exact size
and reinforcement of concrete footings must be
determined by local soil conditions. Verify design with
local engineer.
rafters
9'-0"
11'-5"
Sheet 07 - Details - Buiiding Section
-eaveSid9box18-4
-rakeAttic12boxed
Building Section
_insulation chart
_porch8"colBrick
• HVAC design to be sized according to the local climate
conditions including compass direction.
(slope over 3/12 & no
finished ceiling @ L/180)
Sheet 08 - Alternate Slab Sheet
Energy Notes
• Caulk all exterior toe plates with latex caulk.
abbreviations
cj
clg.
CMU
C.O
conc.
CT.
dbl.
dj
ew.
fj
ftg.
HVAC
jst.
LVL.
mech.
mil
min.
N.T.S.
oc
pc
pt.
psf
R/A
reqd.
reinf.
Rm.
ro.
sf
syp
Shw.
T&G
W.H.
WWM
w/
yp
• Caulk all wire and pipe holes where they penetrate all
upper and lower exterior plates.
ceiling joist
ceiling
concrete masonry unit
cased opening
concrete
ceramic tile
double
double joist
each way
floor joist
footing
heating/ventilating/air conditioning
joist
laminated veneer lumber - ie. Parallam
mechanical
.001 inch
minimum
not to scale
on center
pull cord
pressure treated
pounds per square foor
return air
required
reinforcing
room
rough opening
square feet
southern yellow pine
shower
tongue and groove
water heater
welded wire mesh
with
yellow pine
• Use blown-in wall insulation if at all possible. If batt
insulation is used pack behind all electrical boxes.
• Seal all joints in HVAC ducts, with leakage no more than
3%. Three inch fiber mesh tape should be used on all
collar to plenum connections and all gaps that are 1/4"
or wider. Insulate ducts with R-6.5 or greater.
• Foam insulate between all exterior window and door
edges and rough opening frame. Use non-expanding foam.
• Provide back draft damper on kitchen hood vent, dryer
vent, and bathroom vents.
• Insulate all hot water pipes.
• Install wrap kit on water heater.
Builder's Guide from EEBA.org
This one book, available from The Energy and
Enviromental Building Association, if followed, will do
more to insure a well built home than any material I know
of. It is very clearly written and contains many useful
details to build an energy efficient home. Phone
952-881-1092 or order online at eeba.org. There
are 4 different versions based on a climate zone map.
This plan is licensed to Verde Building Solutions
Plan 1209A
© Rick Thompson -2012
w
w
w
.
thompsonplans.
P O Box 160
Lake Junaluska, NC
828-734-2553
com
original print date
28745
7/9/14
General crawl notes
gypsum wall board
Provide 18"x24" min. access door.
Location as per field conditions - side prefered.
caulking or sealant
for air movement control
5/4"x 6" PT decking
align top of decking
with top of sub-floor
drop joist 1/4"
kerf in joist for flashing
Fill piers solid with grout. Pier block size shown
is minimum. May vary as per foundation height.
Pier spacing may vary dependant on local snow
loads, soli bearing capacity and the use of
roof trusses.
10'-0"
6'-0"
Footing sizes and reinforcment are assumed. Soil
conditions vary and must be taken into account.
Inspectors can allow builders to adjust the use of
rebar and footing sizes as per local conditions.
2-2x10 pt
pressure treated joist
see plans for size
5/8" thru bolts w/
washer -24"' O.C.
staggered and
12" min from ends
6'-0"
6x6 pt on
24"x24"x10" conc ftg
2x PT ledger
5/4 PT decking
2x6 pt plate
22'-0"
10'-10"
8"
scale 1"=1'-0"
Lake Junaluska, NC
4'-3"
W5
Porch/ Deck Detail
28745
2x PT ledger through bolted to
band joist w/ 5/8" bolts 24" o.c.
staggered to prevent splitting
2-2x10
siding
F4
caulking or sealant
for air movement control
4'-2"
1'-4"
floor insulation
see zone chart
Wall detail Fl1
scale 1"=1'-0"
13'-2"
13'-3 1/2"
stucco finish
1'-4"
4'-10"
3"
3'-5 1/2"
P O Box 160
30'-0"
8x16 concrete block
piers on 24"x24"x10"
footings w/ 3#4 bars
each way - typical
2x10 #2 syp. @ 16" oc
styrofoam sill sealer
4'-1 1/2"
2-2x10
8" masonary units
slope top of footing
with mortar
5/4 PT decking
8'-0"
full mortar bed
F6
2x PT ledger through bolted to
band joist w/ 5/8" bolts 24" o.c.
staggered to prevent splitting
10"
2 #5 rebar - if required by
local codes
(recommended always)
3"
as per local frost depth
6 mil film
8'-0"
vertical rebar if neededdetermined by height of
unbalanced backfill
see IRC table R404.1.1(2)
2x8 PT jst.
@ 16" oc
stucco over block
www.thompsonplans.com
1'-4"
38'-0"
8"
4'-10"
4 1/2"
1/2" anchor bolts @ 6' O.C. max
7" min embed into solid grout
12" max from ends
B1
13'-3 1/2"
2x10 floor joist
or floor trusses
by others
B1
4 1/2"
2x6 pt plate
3-2x10
4'-4 1/2"
30'-0"
2x 10 rim joist
18" min - 24" prefered
2x10 #2 syp. @ 16" oc
2x10 #2 syp. @ 16" oc
3/4" sub-flooring
glued and nailed
W1
16'-4"
2x4 studs at 16" o.c.
alternate 2x6 studs
16'-4"
1/2" sheathing - wood for
wall bracing and shear
1'-4"
wall insulation
see zone chart
4'-3"
gypsum wall board
828-734-2553
4 1/2"
Rick Thompson - Architect
10'-10"
see wall detail for
additional notes
1'-4"
18" min - 24" prefered
2x6 pt plate
standard contract document
flashing tucked 1" min
under siding and into
kerf cut in joist
Provide foundation vents not less than 1 sqft
per 150 sqft under floor space. One vent within
3 feet of each corner. IRC - R408.1
or
Unvented where exposed earth is covered and
and air supplied as per IRC - R408.3
10'-0"
2x4 studs at 16" o.c.
alternate 2x6 studs
2x10 PT jst.
@ 16" oc
wall insulation
see zone chart
concrete footing - size may
vary as per local soil conditions
and code requirements
2'-0"
F4
Foundation - block wall
scale 1"=1'-0"
22'-0"
Crawl Foundation Plan
scale 1/4"=1'-0"
All Federal, State and local codes shall be considered as a part of these documents, and shall take preference over anything shown or implied if differences arise.
This plan is licensed to Verde Building Solutions
© 2012 Rick Thompson - Architect
plan # 1209A
original print date
7/9/14
2
3'-0"
36" high rail
4" space between
2x2 pickets
5/4x6 pt decking
2'-0"
2
2x10 fl jst #2 syp
16" o.c.
kit
1x8 pt - paint finish
3-2x6's - wrapped
living rm
2'-4"
2'-0"
4'-6"
2'-0"
2 #4 rebar each way
- if required by local codes
(recommended always)
2'-0"
F7
Deck Detail
2-2x10
28745
3'-0"
6'-8"
4'-1/2"
8'-0"
6'-11 1/2"
2x6 clg jst
16" o.c.
6'-6"
8'-0"
1'-0"
4'-6"
2'-4"
6'-2"
2'-4"
6'-2"
6"
4" x 12" concrete base
wh
2'-5"
2'-1 1/2"
2x12 pt stringers - 2' oc max
7 1/2"
2x6 PT
B1
3'-5 1/2"
flush LVL's
if stick framed roof
lattice
metal connector- set into
concrete footing w/ "J" bolt
min. embed 7"
closet
electric water
heater or in crawl
LVL droppped
13'-3 1/2"
notch 6x6 for inner 2x10
pt ledger or joist hangers
2'-0"
2'-0"
2x10 fl jst #2 syp
16" o.c.
1'-10"
3'-0"
2-2x10 PT
2'-4"
6'-8"
DW
2-1/2" x 5 lag screws
1 x 10
2x12 pt treads - paint finish
round leading egde with 1/2" bit
3
F
B1
HVAC chase
as needed
stor
rfg
30'-0"
2x4 pt - fasten to 4x4's w/
galvanized metal clips
pt joist
6'-4 1/2"
1
rail to resist 200 lbs from
any direction
5/4x6 pt decking
4'-6"
LVL
40" half col
www.thompsonplans.com
3'-0"
4x4 pt post
dining
2'-4"
6'-8"
11'-4"
2x2 pt pickets - 4" o.c.
2'-0"
828-734-2553
1x4 pt - nail from top into
pickets
3'-5"
2'-4"
6'-8"
2x6 pt cap - tapper edges
5'-0"
Lake Junaluska, NC
pantry
3/4" x 3" x 3" "L" bracket
screw to 3-2x6 PT column frame
before wrapping w/1x stock
2x10 fl jst #2 syp
16" o.c.
P O Box 160
pow
Rick Thompson - Architect
2'-4"
6'-8"
10'-6 1/2"
4'-9 1/2"
1'-0"
3'-2 1/2"
30'-0"
Scale 3/8" =
1'-0"
13'-4"
Scale 3/8" =
3'-10"
5'-5"
Scale 3/8" =
10'-10 1/2"
2'-1/2"
3- Kitchen Cabinet
5'-5"
4'-8"
2 - Kitchen Cabinet
5'-5 1/2"
5'-4"
5'-2"
1 - Kitchen Caabinet
1'-0"
12'-0"
22'-0"
2'-8"
6'-8"
3'-0"
3'-4 1/2"
1'-6"
3 1/2"
2'-0"
2'-6"
2'-0"
3'-10"
2'-9"
10'-0"
10'-0"
alternate deck
2'-11 1/2"
standard contract document
3'-0"
1'-6"
-Adjust steps
as per finish grade.
-Align steps across
from rear door.
-10" treads/7.5" to 7.75" risers
concrete footing - size may
vary as per local soil conditions
and code requirements
14'-6"
scale 1"=1'-0"
7'-6"
22'-0"
Floor 1 plan
scale 1/4"=1'-0"
This plan is licensed to Verde Building Solutions
All Federal, State and local codes shall be considered as a part of these documents, and shall take preference over anything shown or implied if differences arise.
© 2012 Rick Thompson - Architect
Floor 1 plan
Floor 2 plan
total
660 sq.ft.
617 sq.ft.
1277 sq.ft.
plan # 1209A
original print date
7/9/14
3
Door List
9/12 pitch
Width
Height
Type
Name
Quantity
W x H Size
Units
Window Type
1
1'-6"
6'-8"
Interior
RD02 Swing
1
2'-0"x3'-0"
Attic
RW1-1 Stationary
1
2'-8"
6'-8"
Exterior
RD01 Door ST
1
2'-0"x3'-10"
Single
RW1-4 Doublehung
1
3'-0"
6'-8"
Exterior
RD01 Door ST
1
5'-0"x2'-0"
Twin
RW1-1 Stationary
1
3'-0"
6'-8"
Interior
RD02 Swing
1
5'-4"x5'-2"
Triple
RW1-4 Doublehung
1
4'-0"
6'-8"
Interior
RD05 Bifold
2
2'-0"x2'-0"
Single
RW1-1 Stationary
2
2'-0"
6'-8"
Interior
RD02 Swing
2
2'-4"x6'-2"
Single
RW1-4 Doublehung
3
2'-6"
6'-8"
Interior
RD02 Swing
2
3'-0"x4'-6"
Single
RW1-4 Doublehung
6
2'-4"
6'-8"
Interior
RD02 Swing
2
6'-0"x4'-6"
Twin
RW1-4 Doublehung
6
2'-4"x4'-6"
Single
RW1-4 Doublehung
16
standard contract document
Quantity
Window List
18
rafters or trusses
rafters or trusses
B1
B1
Roof vent as reqd
22'-0"
10'-8 1/2"
11'-0"
28745
1'-6"
10'-6 1/2"
clos
B1
attic
access
3'-0"
4'-6"
B1
11'-3 1/2"
2'-0"
6'-8"
2'-0"
6'-8"
6'-3"
P O Box 160
2'-1/2"
2'-4"
6'-8"
HVAC chase
unit in attic
or crawl/basmt
2'-4"
4'-6"
2'-0"
3'-0"
stack
w/d 6'-8"
1'-6"
6'-8"
stor
Lake Junaluska, NC
as needed
2
'-6
'-8 "
"
6
4'-0"
6'-8"
3 1/2"
2'-1"
3'-2"
"
'-6 "
'-8
6
30'-0"
1'-7"
lin
brace stick built
roof this wall
3'-0"
4'-6"
SD
3'-11 1/2"
clg jst
see chart
2
2'-4"
4'-6"
scale 3/16"=1'-0"
2'-1"
brace stick built roof here
3/12 pitch
Roof plan
2'-6"
4'-1 1/2"
30'-0"
6'-3 1/2"
Br #2
2'-6"
6'-8"
1'-6"
10'-6 1/2"
Br #3
bath
SD
2'-4"
bath
2'-4"
4'-6"
2'-4"
4'-6"
4'-6"
6'-6"
12'-11"
2'-4"
4'-6"
6'-8"
SD
5'-3 1/2"
SD
DW
F
220
3 1/2"
Main br
SD
6'-6"
3 1/2"
4'-6"
8'-9 1/2"
22'-0"
Floor 2 plan
Electrical - Floor 2 Plan
Electrical - Floor 1 Plan
scale 3/16" = 1'-0"
scale 3/16" = 1'-0"
All Federal, State and local codes shall be considered as a part of these documents, and shall take preference over anything shown or implied if differences arise.
original print date
scale 1/4"=1'-0"
This plan is licensed to Verde Building Solutions
© 2012 Rick Thompson - Architect
www.thompsonplans.com
13'-4"
clg jst
see chart
828-734-2553
9/12 pitch
6'-0"
4'-6"
9/12 pitch
5'-7"
6'-0"
4'-6"
5'-7"
Rick Thompson - Architect
cricket
3 1/2"
7/9/14
plan # 1209A
4
roof tie downs where wind
pressures exceed 20 mphIRC-802.11
12
3
blocking
9/12 pitch
roofing material
1/2" structural sheathing
15 lb. felt
1x8 w/ 3" crown
standard contract document
cement board siding
1'-6"
Rake mold
5/4x6 trim
metal drip edge
+17'-11"
3 roof
+17'-11"
3 roof
2x6 ceiling joist
4x4 pt bracket
soffit
gutter
lag screw column to
beam or strap tie
4/12 pitch
adjust to window
sill - brands vary
1x8
30'-8"
continous soffit vent
3-2x6 column core
beyond - column not
shown - see elevation
3/8" plywood
3" crown
blocking or
triple beam
5/4" corner boards
alternate metal roof
+9'-10"
2 Floor 2
1x8 trim
+9'-10"
2 Floor 2
Align window head
with transom top
8x8 columns
scale 1"=1'-0"
ridge vent
±0"
1 Floor 1
-10"
-1 foundation
Lake Junaluska, NC
PE2
Typical Porch Boxed Eave
28745
3" crown
±0"
1 Floor 1
-10"
-1 foundation
P O Box 160
Lattice panels
Front Elevation
4/12 pitch
adjust to
window sill
+9'-10"
2 Floor 2
+9'-10"
2 Floor 2
1x10 band board w/ drip cap
cement board siding
stucco
±0"
1 Floor 1
-10"
-1 foundation
±0"
1 Floor 1
-10"
-1 foundation
original print date
Right Side Elevation
scale 1/4" = 1'-0"
All Federal, State and local codes shall be considered as a part of these documents, and shall take preference over anything shown or implied if differences arise.
828-734-2553
+17'-11"
3 roof
www.thompsonplans.com
+17'-11"
3 roof
Rick Thompson - Architect
scale 1/4" =1'-0"
7/9/14
This plan is licensed to Verde Building Solutions
© 2012 Rick Thompson - Architect
plan # 1209A
5
+17'-11"
3 roof
standard contract document
24"x36" louver
+17'-11"
3 roof
5/4 x 6 corner
boards
5/4 x 6 casing
±0"
1 Floor 1
-10"
-1 foundation
P O Box 160
±0"
1 Floor 1
-10"
-1 foundation
28745
+9'-10"
2 Floor 2
Lake Junaluska, NC
+9'-10"
2 Floor 2
Rear Elevation
stucco or siding
+17'-11"
3 roof
www.thompsonplans.com
siding
3/12 pitch
+9'-10"
2 Floor 2
+9'-10"
2 Floor 2
1x10 band board w/ drip cap
36" rail
cement board siding
±0"
1 Floor 1
-10"
-1 foundation
828-734-2553
+17'-11"
3 roof
Rick Thompson - Architect
scale 1/4" = 1'-0"
±0"
1 Floor 1
-10"
-1 foundation
stucco
brick
original print date
Left Side Elevation
scale 1/4" = 1'-0"
All Federal, State and local codes shall be considered as a part of these documents, and shall take preference over anything shown or implied if differences arise.
7/9/14
This plan is licensed to Verde Building Solutions
© 2012 Rick Thompson - Architect
plan # 1209A
6
ceiling insulation
see zone chart
12
3/4" x 3" x 3" "L" bracket
screw to masonary column
w/masonary anchors
9
1'-0"
roofing material
tie 2x6 core to framing
with metal post connector
3'-0"
2x2 pt pickets - 4" o.c.
roofing material
1'-6"
1/2" structural sheathing
15 lb. felt
2x4 plate nailed to rim & joist
2x4 look out beyond
rail to resist 200 lbs from
any direction
roof tie downs where wind uplift
pressures exceed 20 lb/sq
IRC-802.11
metal drip edge
ceiling joist - see floor plan
for size and spacing
rake mold
2x4 pt - fasten to masonary w/
galvanized metal clips and
masonary anchors
5/4x6 pt decking
common rafter
see chart
1 x 8 base w/ base cap
pt joist
3/16" A/C exterior plywood
or 1x6 "v" groove paneling
2x4 studs at 16" o.c.
alternate 2x6 studs
Strap tie column core
to floor framing to
prevent wind up lift.
2x4 nailer
1x8 and 3" crown
1/2" plywood or OSB
caulking or sealant
for air movement control
2-2x4 top plate
gypsum wall board
gutter
wall insulation
see zone chart
1x8
2x4 studs at 16" o.c.
alternate 2x6 studs
siding
2x6 pt sill
metal drip edge
1x8
2x12 pt treads - paint finish
round leading egde with 1/2" bit
continuous soffit vent
3/16" A/C exterior plywood
or 1x6 "v" groove paneling
1/2" plywood or OSB
Galvanized straps, min 2.06 inch
wide by 12 gage thick - min 2"
from edge of piers - 2 straps per pier
min 9 16D nails per strap
siding
Alternate roof trusses to be raised chord trusses
1x8 pt - paint finish
Galvanized straps, w/ 90 degree hook,
min. 2 straps per pier, min 4" embedment
into footing, min 1.75" horz. leg extension
OR
other locally approved method
7 1/2"
brick
brick ties to block
8" masonary units
alternate 6" poured concrete
2x12 pt stringers - 2' oc max
1x8 and 3" crown
E4
Typical Rake
- boxed soffit
scale 1"=1'-0"
E1
Typical Boxed Eave - rafters on joist
scale 1"=1'-0"
P O Box 160
below frost depth
10"
4" x 12" concrete base
3"
9/12 pitch
2 #4 rebar - if required by
local codes
(recommended always)
1'-8"
concrete footing - size may
vary as per local soil conditions
and code requirements
Porch Detail
F6
trusses to match this profile
R-see insulation chart
+17'-11"
3 roof
+17'-11"
3 roof
scale 1"=1'-0"
R-see chart
Minimum Insulation Chart
Table N1102.1 - International Residential Code 2009
Slabd perimeter
R value and depth
0
0
0
0
0
.50 .30
3
4 except
Marine
.35 NR
30
13
19
0
5/13
38
13
19 10/13 10, 2' 10/13
5& Marine .35
NR
38
30g 10/13 10, 2' 10/13
6
.35
NR
49
20 or
13+5h
20 or
13+5h
7
.35
NR
49
21
8
.35
NR
49
21
j
e
5/13
f
30g 15/19 10, 2' 10/13
38g 15/19 10, 4' 10/13
38g 15/19 10, 4' 10/13
a - R-values are minimums. U-factors and SHGC are maximums. R-19 batts compressed into a nominal 2 x 6
framing cavity such that the R-value is reduced by R-1 or more shall be marked with the compressed batt
R-value in addition to the full thickness R-value.
b - The fenestration U-factor column excludes skylights. The SGHC column applies to all glazed fenestration.
c - “15/19” means R-15 continuous insulated sheathing on the interior or exterior of the home
or R-19 cavity insulation at the interior of the basement wall. “15/19” shall be permitted to be met with
R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulated sheathing on the
interior or exterior of the home. “10/13” means R-10 continuous insulated sheathing on the interior or
exterior of the home or R-13 cavity insulation at the interior of the basement wall.
d - R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth
of the footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs.
e - There are no solar heat gain coefficient (SGHC) requirements in the Marine Zone.
f - Basement wall insulation is not required in warm-humid locations as defined by Figure 301.1 and Table 301.1.
g - Or insulation sufficient to fill the framing cavity, R-19
h - “13+5” means R-13 cavity insulation plus R-5 insulated sheathing. If structural sheathing covers 25 %
or less of the exterior, insulating sheathing is not required where structural sheathing is used. If structural
sheathing covers more than 25 percent of exterior, structural sheathing shall be supplemented with
insulated sheathing of at least R-2.
9 1/2" treads
16 - 7 3/8"
risers
±0"
1 Floor 1
-10"
-1 foundation
±0"
1 Floor 1
-10"
-1 foundation
R-see chart
6 mil. film
Partial section @ stairs
original print date
Building section
scale 1/4" = 1'-0"
All Federal, State and local codes shall be considered as a part of these documents, and shall take preference over anything shown or implied if differences arise.
www.thompsonplans.com
Basementc walls
R-value
0
13
2x8 landing
7'-7 1/2"
Floors R-value
13
13
+9'-10"
2 Floor 2
2'-5 1/2"
Wood frame wall
R-value
13
30
+9'-10"
2 Floor 2
7'-4 1/2"
Ceilings R-value
30
.65j .30
Crawl spacec wall
R- value
Glazes fenestration
SHGCb,e
1.2 .30
2
Glazing U-factor
1
Climate Zone
Check appropriate climate zone as
determined by local building dept.
Insulation and fenestration requirements by components a
828-734-2553
1x4 pt - nail from top into
pickets
see chart on
cover sheet for
max unbraced
rafter spans
28745
1/2" structural sheathing
15 lb. felt
Lake Junaluska, NC
3-2x6 PT column - wrap
w/1x stock
rafter ties @ 48" oc
as per IRC- R 802.3.1 2x6, metal strap or other
approved method
Rick Thompson - Architect
8x8 wood column
3-2x6 pt core
standard contract document
2x6 pt cap - tapper edges
7/9/14
This plan is licensed to Verde Building Solutions
© 2012 Rick Thompson - Architect
plan # 1209A
7