HomeMy WebLinkAboutO'QUINN RES.-LAYOUTd
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69'-4""
Floor Plan
scale: 1/4" = I' 0"
Project Data Building Code
Project: Linda G. O'Quinn 6th Edition Florida Building Code: Residential
Street Address: T.B.D. 2014 National Electric Code NFPA 70 ~'
City: Ft. Pierce
County: St. Lucie
State: Florida Area Tabulation® � 04
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Scope of Work Living 1941 M
Garage 636 z
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New one level CBS single family Porch 384 -- L` m
residence Entry 285 _ bA w ° m
Total 3246 o. Co
Design Loads ,; r-
® —I LL N
Roof Live Load: 20.0 p.s.f. Q ai
Floor Live Load: N.A. d o
Wind Speed: 160 MPH z
Wind Importance Factor. 1.0 w 0
Building Category: II U 0 > O
Wind Exposure: C ,J '-• LO
LO
Internal Pressure Coefficent: .18 w C)
Structure Designed: Enclosed; Ir 'Z
Soil bearing capacity: 2000 p.s.f.
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10'-0- OL T.O.B.
5V Roof Panels
over 30# Felt on
19/32"c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
Schedule
R20 Spray 12
Foam Insul. fl QS
1/2"
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t furring
strips 24-o.c.----,
with R4.1 Foil
insulation
1/2"
#5 vert. rebar in
grout filled cell .
See Floor Plan
for Locations
4" 2500# Fibermix Conc.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill —\
0.00' $
CL
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(2) #5
Rebar
Typical Wall Section
Galv. Drip Edge
over 1 x 3 p.t.
2 x 6 Cedar
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
installing wire lath
8x16x8
CMU Typ.
Light Textured
Stucco Finish
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert
Rebar In Cells
Grade
17'-8" 38'-4"" 5'-1
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2'-5" 9'-2"" 6'-1"
4'-5" 12'-6" 16'-10" 4'-7"
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3'-1 ""
3'-10""
16"
7'-4"
11'-8""
16"
3'-10"
3'-3""
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10'-0"" Ceiling
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10'-0"" Ceiling
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70'-0""
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10'-0""Ceiling
from F.F.E.
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-x 27""
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Glass ;
22'-0"
9'- 2'-7"
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8'-4" 3 6"
4'-8"" r- i N
6'-6"
3'-11"
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13'-0 2' 0 " 13'-0" 8 3'-4" 2'-8"
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26 26 1 w
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Egress Egress Egress Egress I I
l I I 5/12 Pitch I
Entry
I Vaulted 10'-0"Ceiling I I
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0 10'-0Ceiling Ceiling
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from F.F.E.
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II I II
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5'-3" 3'-1" 3'-1 5'-3"" 5'-3" 3,-1" 3'-1 5'-3"
8'-4"" 8'-4" 3'-10" 3'-10"" 8'-4" 8'-4"
5'-10"" 10'-8" 5'-70"" 16'-8"" 7'-8" 16'-8"
22'-4""
41'-0"
6'-0-
Floor Plan
scale: 1/4" = I' 0"
Project Data Building Code
Project: Linda G. O'Quinn 6th Edition Florida Building Code: Residential
Street Address: T.B.D. 2014 National Electric Code NFPA 70 ~'
City: Ft. Pierce
County: St. Lucie
State: Florida Area Tabulation® � 04
L. w v
Scope of Work Living 1941 M
Garage 636 z
U
New one level CBS single family Porch 384 -- L` m
residence Entry 285 _ bA w ° m
Total 3246 o. Co
Design Loads ,; r-
® —I LL N
Roof Live Load: 20.0 p.s.f. Q ai
Floor Live Load: N.A. d o
Wind Speed: 160 MPH z
Wind Importance Factor. 1.0 w 0
Building Category: II U 0 > O
Wind Exposure: C ,J '-• LO
LO
Internal Pressure Coefficent: .18 w C)
Structure Designed: Enclosed; Ir 'Z
Soil bearing capacity: 2000 p.s.f.
U)
10'-0- OL T.O.B.
5V Roof Panels
over 30# Felt on
19/32"c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
Schedule
R20 Spray 12
Foam Insul. fl QS
1/2"
1 x 4 p.t.
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t furring
strips 24-o.c.----,
with R4.1 Foil
insulation
1/2"
#5 vert. rebar in
grout filled cell .
See Floor Plan
for Locations
4" 2500# Fibermix Conc.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill —\
0.00' $
CL
m
J
O
c�
(2) #5
Rebar
Typical Wall Section
Galv. Drip Edge
over 1 x 3 p.t.
2 x 6 Cedar
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
installing wire lath
8x16x8
CMU Typ.
Light Textured
Stucco Finish
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert
Rebar In Cells
Grade
dram
s.l.
checked
s.l.
date
8/5/2020
scale
as noted
job number
20011
®sheet
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dram
s.l.
checked
s.l.
date
8/5/2020
scale
as noted
job number
20011
®sheet
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