assorted drawings
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Assorted DrawingsBy: Brian Stillman
stillmanbd@aol.com
801-716-0705
Residential & Commercial As Built Measuring & Drafting
New Construction Drafting/Design
764 E.
N
12" below sill for drainage
768 E.
Wate
r
2'8/3'0 Casement
Concrete
Concrete
Concrete
Concrete
Con
cre
te
AsphaltAsphalt
Con
cre
te
20
0 S
o.
167'-112"167'-112"167'-1
12
"167'-112"
1 1/2" Minus
Telephone Pole
Excavate New Window Sill12" below sill for drainageExcavate New Window Sill
New Window Well's w/steps to accomodate fully opened casement window's
12" below sill for drainage
2'8 Casement
Excavate New Window Sill
Window Well to accomodate fully open window
Po
wer
Up
Down
SplitEntry
2'8/3'0 Casement
2'6 x 1'6
Ga
s V
alv
e
2'0
x 1
6"
2'6
x 1
'6
Laundry
2'6 x 1'62'6 x 1'6
Sill 63"Sill 63"Sill 63'
Sill 6
3"
Sill 6
1"
2'6 x 1'6
Sill 61"
2'0 x 1'6
Sill 66"
Do
wn
Po
wer
Up Split
Entry
Gas
Elec. Mtr. Up
Up
N
3'0 x 6'8
PlanterPlanter
Con
cre
te
20
0 S
o.
1 1/2" Minus
171'-712"171'-712"171'-7
12
"171'-712"
46'-578
"46'-578
"46'-578
"46'-578
"
43'-314"43'-314"43'-3
14"43'-3
14
"
N
Scale: 1/8" = 1'0"
Scale: 1/8" = 1'0"
Wate
r
Landing
20'20'
24'-112
"24'-112"
1 Hour Fire Wall 1/2" Gypsum over 2 x 4 framing
12'-4"12'-4"
37'-314"
4'-238
"
41
'-2
1 4"
24'-418
"
9'-2 14 "
3'-9 14 "
2'-858
"
5'-6 58 "
Trench Form
6'-3
1 4"
2"
9"
1'-01/2"
Scale: 1:6
R 3"
R 1/2"
R 3"
Trench Form roll formed out of 10 guagesheet mat'l. in 10' lengths.
Saw cut perimeter
Saw cut perimeter
1-1
/2"
R 1/2"
Box Outlet
U Channel (typical)
Mill U Channel (3 @ 4.1) - 3" wide x 1.41 leg, .170 web & .273 flangeCross brace every 24" as depicted
3 1/2" holes in cross braces 4" apart.
Demo Concrete & Remove Earth To Accomodate6" Lining Of Magneco-Metrel "acid proof" Refractory - METPUMP AP
Truck Load - Out
Pad
Truck Load - OutPump
METPUMP AP
Scale: 1:6
R 3"
R 1/2"R 1/2"
R 3"
(To be pumped in)
Saw Cut Line
R 1/2"R 1/2"
Cut 10' form sections to match angles in trench
Field weld trench form & modify to fit
Anchor U Channel cross bracing into existing pavement
Exstg. Pavement
6"
6"
(welding joints as necessary)
as required.
Plan View
Cross brace every 24" as depicted.
3 1/2" holes in cross braces 4" apart.
2'
Scale: 1:3
1'-4
1/2
2'
10'
1'-9" 2' 2' 2' 2'
Scale: 1:3
R 3"
R 1/2"R 1/2"
R 3"
Trench Form
R 1/2"R 1/2"
1'-4 1/2"U Channel
2' 2'
1-1
1/2
"
9"
2"
1'-0 1/2"
Weld Weld
Trench Form roll formed out of 10 guage sheet mat'l. in 10' lengths
Cross Section
U Channel
U C
ha
nnel
U C
ha
nnel
U C
ha
nnel
U C
ha
nnel
U C
ha
nnel
U C
ha
nnel
N
(2)
ST
OR
Y B
UIL
DIN
GT
OT
AL G
SF
: 3,1
78 S
.F.
FO
OT
PR
INT
: 1,5
89 S
.F.
PP
FH
property line
Easement
Dim
ensio
ns w
ill c
hange
Loca
tion is a
ppro
xim
ate
HUNTSMANPARCEL 1
Fern
Avenue
RO
W E
asem
ent
Neig
hboring
2-P
lex
Neig
hboring
Off
ice B
uild
ing
Porch Area
6'
Driveway
8' R
RO
W E
asem
ent
4'-6"
pro
pe
rty lin
e
Drive
way
100
300 West
HUNTSMAN
PP
PARCEL 2
Of Exstg. Apts.
27'-9" 3'
Sid
ew
alk
No. Bldg. Edge
14'
Sta
ll 3
Option 145°
8'-3"
17'-6"
22'-6
"
9'
17'
2'-4"7'
7'-412"
Ramp
8' R Ram
p
102.33
7'
Exis
tin
g D
rive
wa
y
HUNTSMAN
(2)
ST
OR
Y B
UIL
DIN
GT
OT
AL
GS
F:
3,1
78
S.F
.F
OO
TP
RIN
T:
1,5
89
S.F
.
PP
FH
property line
Dim
en
sio
ns w
ill c
ha
ng
e
Lo
ca
tio
n is a
pp
roxim
ate
PARCEL 2
HUNTSMANPARCEL 1
Fe
rn A
ve
nu
e
Ne
igh
bo
rin
g 2
-Ple
x
Ne
igh
bo
rin
g O
ffic
e B
uild
ing
Porch Area
Of Exstg. Apts.
27'-9" 3'
Sid
ew
alk
No. Bldg. Edge
Drive
wa
y
14'
Ra
mp
8' R
100
2'-4"7'
7'-412"
Ramp
300 West
N
14'-9"
PP
Option 2
8'-3"
45°
17'-2
1 2"
Sta
ll 3
Sta
ll 4
9'
17'
22'-6
"
102.33
Basic Road Profile with varying width's
AVENUES ADDITION
2 x 4 PT/Rdwd. Sill PL over foam sill
1/2" x 7" JBolt w/Code Washer spcd. @ 4' O.C.
1/2" rebar w/bars & corners overlapping 18"
1/2" "L" Bar @ 24" O.C.
2 ea ftng. #4 rebar w/18" overlap
5 1/2" Fndtn. Wall & Ftng.
(No closer to an end of board - 2 3/4")
3,000 p.s.i. for ea.
3'-3
1 2"
91 4"
1'-6"
using 3" x 3" x 3/16" plate washer. R403.16 & R602.11
3 1/2" 3500 psi concrete floor slab
4" - 1" minus compacted washed rock
5 1/2" Fndtn. Wall, Ftng. & Slab
Match exstg. top of slab @ doorway
U210 Hanger
HPAHD 16 @ ea. Corner So. Wall
#4 Bar Dowell
(At Walk Through)
West Elevation
HPAHD 16 @ ea. Corner So. WallHPAHD 16 @ ea. Corner So. Wall
U210 Hanger2 x 10 2 x 10
2 x 4 DF 16" O.C.
2 x10
2 x10 2 x10
2 x10
Frame Window's to R.O. Frame Window's to R.O.
East Elevation
12
5
12
5
12
5
12
5
2 x 6 2 x 6
2 x 4 DF 16" O.C.
8'-0"
8'-0"
3' Steel Strap @ ea.sideof main floor windows
3' Steel Strap @ ea.sideof main floor windows
Main Floor Framing
4'
10
'-6
"
26'
1'-4"
6'
3'
South Elevation
2 x 10
2 x 10 2 x10 2 x10 2 x 10
Main Level
Fridge39"
Washer
Dryer
D/W
5'-512"
4'-512"
13'-812"
10'-6"
3'
do
wn
2'-8"
3'-1"
7'-3"
2'-8
"
4'-8"
17'-1012"
Basement
3'-1"
2'-6"
5'-412"
3'-4"
2'-43 4
"
Grade
Match exstg. shingles
12
5
12
8
West Elevation
Cantilever Flr. Joist 6' Back
Existing
Existing
Existing
Shingles
12
5
12
8
East Elevation
Shingles
Ute Drive Home
As Built
Power Box
47" P
on
y W
all
96" Clg.
48" Sill48" Sill48" Sill48" Sill
48
" Sill
5' x 35" 6' x 35"8' x 35" 3' x 35"
5' x
35"
92" Clg.92" Clg.92" Clg.92" Clg.
21 1/2" Sill
30" x 5' 6' x 5' 6' x 5'
21 1/2" Sill 21 1/2" Sill 21 1/2" Sill 21 1/2" Sill 21 1/2" Sill
30" x 5' 30" x 5' 30" x 5'
21
1/2
" Sill
21
1/2
" Sill
3' 6
" x 5
'
3' 6
" x 5
'
Up Up
Duct
HVAC WH
Duct
HVACWH
92" Clg.92" Clg.
Washer
Dry
er
11 Treads12 Treads
10
0'
99.5
10
0'
99.5
99.5
99.5
98.7
5
99.8
25
10'
10'-6"
98.7
5
99.8
25
Wa
ter
Se
wer
91.9
17
88.6
67
Pow
er B
ox
HOLLADAY REMODEL AND ADDITION
Bdrm.
Bdrm.
Bdrm.
KitchenSo. Elevation
Living Room
Sink Drain
Wate
r C
lst. D
rain
Do
wn
Additional 3 1/8" x 11"
Current Overhang 4'
Stru
ctu
ral J
ois
t 25
0 S
erie
s 1
1 7
/8"
Le
dg
er U
Hu
ng
@ 1
6" O
.C. - W
/3/4
" T&
G 0
.S.B
.
8"
12'
See Shen Engrg.
Bdrm.
Bath
Bdrm.
Dow
n
Cabs.
Cabs.
6'03'0 Slider
6'03'0 Slider 6'03'0 Slider
3'03'0 Slider
6'0
3'0
Slid
er
12'-5"
4'-0"
New Wall
New Slider6'03'0
New Wall Face4
12
"
2 x 4 Plate
Cut back @ 2' install Knife Joint
(See East Elv. Demo Sht.)
Garage
Garage
8'-0
1 2"
3-1
/2"
24" W x 12" H
Base Bid Full length 30" Below Grade
Alternate Bid - Full Basement
12" W x 12" H
Ne
w T
o M
atc
h
Ne
w T
o M
atc
h
4" Concrete Slab over ftng.
New 3 1/8" x 11"New 3 1/8" x 11" New 3 1/8" x 11"
New 3 1/8" x 11"
Grade
East Elv. Under Design Alternate Bid - Full Basement
4" Concrete Flr.
4" Gravel Sub Grade
Basement Adtn.
1'
Bdrm.
Bath
Bdrm.
Dow
n
Cabs.
6'03'0 Slider
6'03'0 Slider 6'03'0 Slider
3'03'0 Slider
6'0
3'0
Slid
er
LATEST FLOOR PLAN
6'03'0 Slider
New Window
New Wall
Closet
New Wall
New Wall
15'
12'-038
"
11
'-6"
9'-5
1 2"
6'-358
"
10
'-7"
12'-7
1 2"11'-4
18
"
10
'-11
1 2"
38
'-5"
28'-5"
10'-73 4
"
12'-012"
7'-73 4
"
12'-5"
9'-4
1 4"
South Block Elv.
GradeGrade
South Elv.
GradeGrade
Bdrm.
Bdrm.
Bdrm.
Kitchen
Living Room
A.C.Gas
N
Dow
n
Cabs.
Cabs.
Cabs.
Cabs.
Oven
Dirt
Dirt
Dirt
Shed
Water Meter
Cabs.
6'03'0 Slider
6'03'0 Slider 6'03'0 Slider
6'0
3'0
Slid
er
3'03'0 Slider
186'
74
'
178'
Sill 4
2"
Po
we
r
35
X3
5
Sill 4
1"
35
X3
5
Sill 5
7"
35
X 3
8
Sill 3
8"
62
x 3
8
Sill 38"
62" x 42"
Pow
er
Sill 34"
61" x 46"
70" x
42"
Sill 3
8"
24" x 42"
62" x
42"
Sill 3
8"
62" x
42"
Sill 5
4"
24" x
24"
Sill 3
4"
86" x
42"
Sill 74"24" x 36"Sill 37"
Sill 5
4"
24" x
24"
Sill 34"
69" x 46"
Sill 3
5"
West Elv.
Power
East Elv.
Gas
No. Elv.
So. Elv.
COTG
COTG
15'
9'
3'
Water
Sewer
4'
48'-6"
134
'-93 4
"
9'
2'-6"
Ad
jace
nt D
rwy.
Sh
ed
COMMERCIALSLC, UT
4'-512" 4'-6" 4'-6" 4'-6"
8'-238
"5'-9
38
"
80'-114
"
4'-818
" 4'-814
" 4'-814
"
8 1/8"2'-3
14"
9'-5
"
9'-5
"
2'-83 4
"6
'-6
1 4"
6'-6
1 4"
5'-9
1 4"
8 1/8"
15'-018
"
9'-1
1"
6910 So. Redwood Rd. Ste. B
South Elevation
8'2 3/8"
4'-1158
" 4'-878
"
5'-914"
29'-258
"
4'-512" 4'-10
78
" 4'-11"
Sill 2
0 1
/2"
Sill 2
0 1
/2"
N
Elv
. 101.5
9
Elv
. 101.5
9
Elv
. 100
Clg
. 108
Clg
. 114
Elv
. 100
Clg
. 108
Sill 49"
Clg
. 114
PowerPanel
West Elv.
Fndtn. Step
Gas
Power Mtr.
Planter
South Elv.
A.C.
Beam
Fndtn.
2 1/2" Col. 2 1/2" Col.
Fndtn.
North Elv.
Planter
6" outFrom Face
Ceiling 10' 3"
81" Wak Thru Height
7'-2" 7'-5" 9'-3"
Walk Thru Height
Keynotes:
Demo
7'-2" 7'-5" 9'-3"
No
rth
Ceiling Height 10' 3"
6'-1"
Sill Height - 22 1/2"Top of Window - 56 1/2"
(All Windows)
47'-738"
37
'-5
" 30
'-8
"81"
Width 78"
North
47'-738"
37'-5"
Consider KeepingSlope for A.D.A.
Future Wall
Infill Wall
Notes:
Infill Wall
2'-0"21'-1038"
PowerPanel
PowerShut Off
734" Possible Space
To Restaurant
North
As Best as I am
Able to determine
31'-412"
4" Drain
23'-81
2"
4" Drain
11'-0
134"
7'-9"
9'-91
2"
7'-4"
SOUTH JORDAN HOMEADDITION & REMODEL
ROOF CONVERSION
Shed
A.C
.
Gas
8'
7'
120'
91'
Wate
r Mtr.
N
93'
16
52
La
ke
wo
od
Dr., H
olla
da
y, U
T 8
41
17
Gre
g K
elly
Re
sid
en
ce
Add 16" Tie StrapWhere no adt'l.bracing is present
Not to scale
Add Diagonal Bracing @ both sides of trusses
Not to scale
Adt'l. row 2 x 6 blkg. east & west
Dbl. 2 x 12
4 x 6 Post
H 2.5 Simpson @Every other trussOpposite Side
N
Exstg. East Elv.
Gre
g K
elly
Resid
en
ce
Concrete w/Post Base
Exstg. Structural
Structural Sheet
16
52
La
ke
wo
od
Dr., H
olla
da
y, U
T 8
411
7
Adt'l. Blkg.
Adt'l. Blkg.
19/32 OSB
3' Bitu both sides15# Felt
Drip Edge
Asphalt ShinglesRidge Vent
51 4"
Rolled Asphalt
1 x 4 nailer
12
3 1/2
Gre
g K
elly
1652 L
akew
ood D
r., Holla
day, U
T 8
4117
North Elevation
CONCEPTUAL DESIGN
Main Floor Joist
ROOF
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