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Reference: Home was builtprior to 1990 - 4' Offsetis allowed per ordinance
Sid
ew
alk
Pa
rk Strip
Co
ncre
teW
ater
Ea
sme
nt
Ga
s
Easment
Sew
er
Cu
rb
N
4'
4' 4'4'
7' 7'7'7'
2'
2'
2'2
'
Scale: 1/8" = 1'-0"
Shed
5'-0
11 16"
5'-0
11
16
"5'
-011 16
"5
'-01
11
6"
35'-1158"35'-115
8"35'-1158"35'-115
8"
188'-6 716"188'-6 7
16"188'-6 716"188'-6 7
16"
10
5'1
05
'10
5'1
05
'
Se
wer
Existin
g NEW CONCRETE
46" Sill
46
" Sill
5'0 x 2'6
92" Clg.
La
un
dry
46
" Sill
5'0
x 2'6
46" Sill
5'0 x 2'6
103.5
3' 1/2" Elv. Chg."
46
" Sill
5'0
x 3'0
5'0
x 3'0
46
" Sill
3'0
x 3'0
101 1/2"
7" Riser
10"
92" Clg.
Plus orig. FFE
2 hr. fire wall
10
x 8 x 1
6" C
MU
Ne
w S
he
er
Wa
ll
Ne
w S
he
er
Wa
ll
10
x 8 x 1
6" C
MU
10 x 8 x 16" CMU
10
x 8 x 1
6" C
MU
New Foundation Plan
6" Concrete Wall Poured to dirt
10
x 8 x 1
6" C
MU
4"
Se
we
rW
ate
r
10
" C
MU
10" CMU
Scale: 1/4" = 1' 0"3
3'-4
1 4"
19
'-9"
48
'-81
51
6"
11
'-41 2"
6'-0 116"
10'
38'-11"
4'-5"
9'-6
3 4"
16"1'-4"
6 x 8
x 16
" CM
U
8'-3" 12'-3" 16"
60
'-81
51
6"
Base Bid Length
Option Bid Length
(Inside Dimension)
(Inside Dimension)
Alternate #1
Ridge
4'
8'
Alternate #1
Ridge
New Framed & Masonry Walls
7" Riser
10"
2 hr. fire wall 6" Concrete Wall Poured to dirt
Dead S
pace
Storage
Dow
n
Open S
pace
CMU
(Basement & Garage)
10"
CM
U
Scale: 1/4" = 1' 0"
Alternate #1
Alternate #1
Base Bid
6 x 8
x 16
" CM
U
4'-2"
Main Flr. Struc. & 2nd Floor Framing
7" Riser
10"
2 hr. fire wall 6" Concrete Wall Poured to dirt
Me
cha
nicalS
torag
e
Do
wn
UP
ConcreteCap
Scale: 1/4" = 1' 0"
Third Floor Electrical
Scale: 1/4" = 1' 0"
SD
Co
SD
Co
S
UP
SS
SD
Co
SD
Co
SD
Co
SD
Co
Fan
Fan
S
S
S
S
S
S
S
S
S
S
S
S
S
Fan
GFCI
GFCI
GFCI
GFCI S
S
S
S
10" CMU Fndtn.
6" CMU
9" 9
"9"
9"
9"
Dirt Grade Min. 6" Below
20'
20'
20'
20'
20'
1/2" x 7" J Bolt @ 32" O.C.3" x 3" x 0.299" Square Washers
Footing on undisturbed soil orCompacted to 90% min. of ProctorSee Soils Report (if applicable)
2 - #4 Rebar Continuous in footing
30" Minimum(Frost Protection)
Finish Grade
#4 Rebar @ 24" O/C Vert.
#4 Rebar Continuous 18" O/C Horiz.
1/2" x 7" Anchor Bolts @ 32" O.C.
3" x 3" x 0.299" Square Washers
Floor Joist per plan
3/4" T&G flrg. glued and nailed to Joist per plan
Moisture barrier (Typ. all Extr. walls)
R-11 Insulation in walls (Typ. all Extr. walls)
2 X Studs @ 16" O.C. (Typ. all Walls)
Dbl. 2 X _ top plates (Typ. all walls)
PT Plate w/seal sealer
Solid Blkg. btwn. all Joist @ Bearing Point
in exterior wall finish systemApproved flashings around all openings
(Typical all Exterior Walls)
nails @ 6" O.C. edges & 12" Field7/16" OSB sheathing Fastened w/8d
system w/8d nails 6" O.C. edges & 12" Field
Approved shingles over 15# felt
Solid Blocking
Typical Wall Section
Damproofing
Window2 x 12 Floor Joist @ 16" O.C. - 3/4" T & G Subfloor
3 1/2" Conc. Slab
10" CMU Foundation Solid Grout#4 Bar (3)(2' O.C. Horiz. & Vert.)
South Tie In From West Elevation
Existing Brick
2 x 12 Floor Joist
9 x 20 Foundation Footing
6" CM
U G
arage Wall
10" CMU Foundation Solid Grout
Dbl. 2 X 4 top plates (Typ. all walls)
2 x 4 Frmg.1/2" D.W.
5/8" D.W. On Ceiling over garage5/8" D.W. On Wall between garage & habitable area's
4" x 4" Steel Ledger
All FoundationWalls below grade
to wood framing for J bolts
Footing on undisturbed soil orCompacted to 90% min. of ProctorSee Soils Report (if applicable)
1'-8" 1'-8"1'-8"1'-8"1'-8"
Tie In matching fndtns.
2 x 12 Floor Joist @ 16" O.C.
South Garage
1/2" x 7" Anchor Bolts @ 32" O.C.3" x 3" x 0.299" Square Washers
PT Plate w/seal sealer
DamproofingAll FoundationWalls below grade
DamproofingAll FoundationWalls below grade
#4 Bar (3)(2' O.C. Horiz. & Vert.)
10" CMU Fndtn.
(typical all CMU to frame walls)
Scale: 1/2" = 1'0"
125 1/2
2 x 12 Joist with 3/4" sub-floor & 1/2" D.W. Bsmt. Clg.
Bsmt. Clg.
Match Floor Levels Front & Back
New 3rd Floor
Scale: 3/8" = 1' 0"
@ 16" O.C..
West Cross Section
Grade
Bsmt. F.F.
Dow
n
Up
Up
N
Sewer
7'-9
"7
'-9"
7'-9
"7
'-9"
7'-9
"
7'-8
"7
'-8"
7'-8
"7
'-8"
7'-8
"7
'-61
51
6"
7'-6
15 16"
7'-6
15 16"
7'-6
15
16
"7'
-615 16
"
16
'16
'16
'1
6'
16'
2'-2
"2'-
2"
8'-6
"
N
Match Floor Levels Front & Back 2 x 12 DF Floor Joist @ 16" O.C..
Existing 2nd Level
New 3rd Floor
@ 16" O.C.
6" Conc. Wall(No. to So.)
2 x 12 Joist with 3/4" sub-floor & 1/2" D.W. Bsmt. Clg.
Grade
Scale: 3/8" = 1' 0"
East Cross Section
Grade Grade
Bsmt. F.F.
Sewer Elv
Do
wn
Up
Up
125 1/2
(@ East)
Top PL Tie Strap
StairGrade
Exstg. To Remain
Sheer WallNew
South Cross SectionScale: 3/8" = 1' 0"
Match Exstg. Fndtn.Grade
12
12
(Demo Roof & Remodel
12
12
12
12
At Walk Through
6'-9
"6'
-9"
6'-9
"6'
-9"
6'-9
"
3' 3'3'3'3'
North Cross Section
Match Exstg. Fndtn.
Sheer Wall
Grade
NewExstg. Ext. Walls To Remain
Top PL Tie Strap
Bathroom
Mechanical
Scale: 3/8" = 1' 0"
(Demo Roof & Remodel)
Grade
12
8 1/2"
Sheer WallNew
6'-8
"6'
-8"
6'-8
"6
'-8"
6'-8
"
12
12
6'-9
"6'
-9"
6'-9
"6
'-9"
6'-9
"
3/4" Ply Nailed12" Perimeter6" Field
3/4" Ply Nailed12" Perimeter6" Field
Scale: 1/4" = 1' 0" West Elevation Finish
125 1/2
Scale: 3/8" = 1' 0"
Grade
N
Over Build (typidal)Asphalt Shingles
N
Grade
Scale: 3/8" = 1' 0"
East Elevation Finish
GradeGrade
125 1/2
NewWindow Well
NewWindow Well
Over Build (typidal)Over Build (typidal) Asphalt Shingles
South Elevation Finish Alternate #1Scale: 1/4" = 1' 0"
Grade
Asphalt Shingles
12
12
1212
1212
Alternate #1(Match all finishes)
Alternate #1(Match all finishes)
Asphalt Shingles
A-Frame Ridge A-Frame Ridge
Asphalt Shingles12
5 1/2
125 1/2