HomeMy WebLinkAboutBuilding PlansColumn Key
Climatic & Geographic Design Criteria
Building Code
Design Loads
OATO VERIFY ALL WINDOW,
DOOOR,R, ANNDD MASONRY OPENING SIZES
DOOR,
Weathering: Negligible Termite Area: Very Heavy
.p.s.f.
Roof Live Load: 200
PRIOR TO ORDERING WINDOWS AND
DOORS.
Grout Filled CMU Cell
0
Flame Spread Index & Smoke Developed Index
6th Edition Florida Building Code: Residential
Floor Live Load: 40.0 p.s.f.
with (1) #5 Vert. Rebar
2014 National Electric Code NFPA 70
Wind Speed: 160 MPH
Insulation Flame Spread: Not to exceed 25
Wind Importance Factor: 1.0
�❑ Grout Filled CMU Cell
Insulation Smoke Developed Index: Not to exceed 450
Scope Of Work
p
Building Category: II
Wall Finishes: Not greater than 200
Wind Exposure: C
Ceiling Finishes: Not greater than 200
New one level CBS single family
Internal Pressure Coefficent: .18Structure
residence
Designed: Enclos�*d
Soil bearing capacity: 2000 p.s.f.
85'-0-
24'-4"
5'-01"
15'-4"
24'-0-
16'-4"
23'-8"
2'-6"
10'-4-
2'-6"
4'-8"
14'-8"
4'-8"
2'-6„
9'-4„ 4'-6"
H h5
H h5
H35
E3
L3
H h5
I
.
QD
-
--
L-3
14'-0"
8" 16"
16 8"
12'-8"
o
o
Bdrm.
J
3
s.h
. h.
10'-0" Ceiling
HB
•
Master Bdrm.
E
E
o
L-6
10'-0- Ceiling
E
E
°
E ° °
E E E
EL=-----
- --
--------------
----
-----
N
I
N
I
N
Gas
Whole
2880
2880
House
Generator
French
French
o
Porch
BBQ
Gas Tankless
o Grille
00
10'-0" Cling.
Water Heater
00 Area
N
from F.F.E.
o00
m
Fill E
E
E
CIDUtility
Equipment
o
Pantry
R.A.G.
Man
1
n
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❑
2680
2880
2680
24" Barn
Door
7
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2'-4"
HB
12" 4'-0" 2'L4"
5'
T-6" 3'-0" 1'-8"'
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18'-7`
00
I I V-9" 3'-$"
2'-4"
1
Header l
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at 108,I
at 108'
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& I I 2 x 4 Frame
O
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Exh.
dw Wall 34.5"
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Temp. Glass t�l
on 44'" Tall O
Walls
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— J I Tall
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Great
L-2
10'-0" Ceiling
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Pre Fab. Wood
E
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from F.F.E.
❑ 10'-0"
10'-0" Ceiling
Burning F.P. unit JHFP
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'I"
Cling.
Model to be
selected
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-1a
3080
K.
h
0'
by owner
0
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23'-8"
L-1p Header I I , ItC en
at 108-1 1 .� 10'-0- Ceiling v
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36- Tall Railing
E with Verticals
fill
at 4"o.c. max.
O---------------------------
E EE
L-1
T-2" 1 18'-8"
25'-0-
Floor Plan
scale: 1/4 " = 1'-0"
3'-2"
=III
4'-4"
Lnd.
r--m
8" 4'-2" 5'16" 1
48"Tall
Wall I I 22.5" x 36" O0
L--J Attic Access
atvi��r,,�t
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Fixed
Glass
❑ I (2) 2853
T L-3 Fixed Glass L_8 s.h.
HB
.i:K
22'-2" 8'-10"
Sitting
10'-0- Ceiling
L-9
E E E E
11 L-8 I (2) 2853 L_3 I 28"x 28"
s.h. Fixed Glass
Area Tabulation
Living: 1910
Carport: 648
Porch: 296
Entry: 704
Utility Equip. 97
Total: 3655
Total Cubic Volume: 17,408.9 c.f
Pool Equip.
Location
E
5080 o
E
r
/ E
36" x 60' L-7
Tub Unit
in Deck 25 s.h.
Safety v
E Glass
HB
6080 E
L-3
H35
8'-8s.h.
"" E
Bdrm. 2 oo
0
10'-0" Ceiling
`a>
E A.C. Cond. on
concrete pads
L-7 25 s,h. I N
Egress I -1
I N
H35
s.h.
I b
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L-16 l
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H35 I
s.h. I
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Entry
10'-0- Ceiling
Conc. Steps from F.F.E.
36" Tall Railing (2) Risers at 7"
with Verticals (1) Tread at 11
at 4"o.c. max.
L-15
---------4 -- E------------E --- - ----- E--- -------E ----- ----- E------ E
L-13 I L-14 I L-14 L-14 I L-14 L-13
2'-1" T-11"' 3'-10" 4'-0" 3'-11'" T-1" 4'-1" 3'-11" 4'-0" 1 3'-11" 3'-10" '-1
6'-0" T-10" 8'-0- 8'-0" 7'-11" 4`11" 3'-6" 3'-6"
6'-0" 42'-8" T-0"
55'-8"
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for drawn
OSTDS Well
checked
Date: s l
Reviewer: date
2/25 /2020
scale
as noted
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job number
18062A
sheet
A-1
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction
All sanitary lines 2- or less shall have a slope of 1/4- per
foot minimum.
All sanitary lines above 2- shall have a slope of 1/8- per
foot minimum.
Provide Anti -Scalding Valve in all showers
Lowest living area floor elevation (refered as 0.00') to be
set by a professional land surveyor to the required building
department elevation, but not less than 18- above the crown
of the road.
`o
0
2" v.t.r.
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hiLAV I
W.G.
3-
SHOWER
SINK
2"" v.t.r.
J
2"
3 2„
DOG
WASHER 2" 3
WASH
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot water lines
Plumbing Riser Diagram
2"" AUTO
VENT
Jll 2"" v.t.r.
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3"
2,
W.C.
LAV
3" W.C.
2 2„
2„
TUB
to sewer
system
FORMWORK & SHORING GENERAL FOUNDATION NOTES
No structural concrete shall be stripped until it has reached
Concrete shall be a minimum of 4"" thick over clean, compacted.
at least 80% of the 28 day design strength.
termite treated fill and 6 mil polyethylene vapor barrier.
Design, Erection, & Removal of all formwork, shores, & reshores
If concrete slab contains 6- x 6"" 10/10 WWM provide I- coverage
shall meet the ACI Standards 347 and 301
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
Contractor to verify all building setbacks prior to the start of
construction. A formboard survey shall be submitted to the building
All 90% hooks are to be extended 10" minimum beyond the turn.
department for approval prior to pouring concrete.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
SOIL STATEMENT:
bar diameters.
Minimum coverage for rebar shall be 3- in footings and 1 1/2"" in
Foundation has been designed for a soil bearing capacity of 2000 p.sfi.
bond beams. Hooks may be rotated horizonitally if required to
Fill shall be laid in layers of IS-, Each la
layer to be compacted to 95%
Y P
achieve minimum coverages.
compaction.
Rebar overlap shall be 48 bar diameters. 30"" for #5 rebar
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
The foundation design assumes that the soil has a minimum
immediately report it to the owner and the Architect or Engineer
load carrying capacity of 2000 p.s.f.
so as to order a soil boring test.
In the event the soil bearing capacity falls below 2000 p.s.f. This
Dowel Rod Repair Note
foundation plan may be superceded by Foundation Design Engineer.
In the event vertical steel has been omitted from the down
Satisfactory compaction test of fill does not verify lower soils are
pour locations, drill 5-into concrete (no closer than 3 3/4-adequate.
from edges and 5" from ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy to
All specifications and dimensions to be verified by contractor.
anchor the #5 rebar in place. Use either "'Hilti C-100" or
All exterior slabs shall slope a minimum 1/8" per foot for drainage
Simpson Epoxy -Tie.
Typ.
Nosing
10" 1 "
P
yp, Cast In Place conc.
Steps with 3000# mix
F.F.E. 0.00'
Riser Hght. not
to exceed 7 3/4"
'F
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12""o.
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Sidewalk
Conc. Step Detail
Entry
F-1
18- x 18- mono. footing
with (2) #5 rebar cont.
4"
18'
18"
MONO. EDGE FOOTING
F-2
18- x 18- mono. footing
with (2) #5 rebar cont.
4""
14 .
18
STEP FOOTING
F-3
8"" x 8" thick edge
with (1) #5 rebar Cont.
4"L4-
�4
EDGE FOOTING
F-4
18- x 18- mono. footing
with (2) #5 rebar cont.
4„ 4„
14"
18"
INTERIOR FOOTING
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$cale
as noted
job number
18062A
sheet
Foundation & Footing Plan A-2
scale: 1 /4"" = 1'-0-
- uiw 51-
7"Smooth Stucco
Frieze Band
Left Elevation Right Elevation
scale: 1/4- = t'-0` scale: 1/4" = 1'-0-
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Window
Head
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Rear Elevation
scale: 1/4"" = 1'-0-
Flue Cover and
Chimney Cap by
Manufacture. Selection
by Others
Simpson WB
Bracing at All -
Sides. Use (2) 1
at Plates & (1)
8d at each stud
11
concealled
flashing —
2 x 4 S
12""o.c.
T-0""
T.O.B. 10'-0-
Window Head
(2) 2 x 4 Blocking)
Between Trusses
at Chimney Framing
Top Cord of
Roof Truss -
Chimnev Detail
F.F.E. 0.00'
(2) 2 x 4 Top Plate
2 x 4 P.T. Band
Anchor each Corner & Stud
Top & Bottom with MSTA15
with (12) 10d Typical
15# Felt over One Layer of
_ House Wrap over 5/8" c.d.x.
Plywood Fastened to studs
as per Nailing Schedule
Stucco Finish
(2) 2 x 4 Sill Plate
MSTA15 (Typ.)
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scale
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job number
18002A
v,
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Attic Vents Calculation
ENTRY, PORCH, CARPORT, UTILITY
Attic Area: 1745 s.f. / 150 = 11.6 s.f. required.
Soffit area = 400 If. x 1.5 = 600 s.f.
Venting Provided:
3-continuous vent: 15 sq. in. per L.F.
400 L.F. of soffit x 15 sq. in. = 6,000 sq. in.
6,000 sq. in. / 144 = 41.7 s.f.
Total Ventilation Provided: 41.7 s.f.
2 x 4 hottnm cnrd hrac'ma
Bottom Cord Lateral Bracing
241411 1 510111 15' 4" 1 24' 0" 16' 4"
TRUSS END DETAIL
PLUMB CUT CANTILIEVER
4 3/16"
HEEL HEIGHT
Roof Framing Plan 51611 261011 181011 51611
scale: 1/4- = V-0"" T
M i
551811
91
W
00
1'-0
2-0
l"YP iu
ODD SPACE
TYPICAL CANT.CORNER SET
N T.S.
Connector Schedule
If
Bearing
Truss
Connector
cots.
Connector
Fasteners
Point
Uplift
ID
Uplift
11
939
HETA20
1
1810
(9) 10d x 1 1/2-
19
1258
Al
2 Ply
(1) 5/8-dia. ATR drilled
15
3153
MGT
1
3965
and epoxy into band beam
12'min. embedment and
(22) 10d to truss
(1) 5/8'dia. ATR drilled
14
3086
MGT
1
3965
and epoxy into band beam
12 "min. embedment and
B 1
(22) 10d to truss
9
2081
HHETA20
1
2235
1 (10) 10d x 1 1/2-
14
1842
HHETA20
1
2235
(10) 10d x 1 112-
B8
9
1414
HETA20
1
1810
(9) 10d x 1 1/2"
D2
8
2421
HETA20
2
2500
(12)16d
2 Ply
13
1715
HETA20
1
4810
(9) 10d x 1 1 /2"
8
2050
HHETA20
1
2235
(10) 10d x 1 1/2-
E2
2 Ply
13
1659
HETA20
1
1810
(9) 10d x 1 1/2"
(1) 5/8-char ATR drilled
HJ9C
7
3079
MGT
1
3965
and epoxy into bond beam
12'min. embedment and
(22) 10d to truss
All trusses
Each
<1810
HETA20
1
1810#
(9) 10d x 1 1/2-
<1810
HETA20
1
1810#
(9) 10d x 1 1/2-
to CBS
Brng•
All trusses
Each
<1000
MTS18
1
1000#
(9) 10d x 1 1/ 2 "
to Frame
Bring.
<1000
MTS18
1
1000#
(9) 10d x 1 1/2"
Valley
Supporting
Framing
(4) lOd
Trusses
<250#
VTCR
1
370#
Truss
Truss
(3) 10d x 1 1/2""
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either-Hilti- C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs under girders equal to
the number of plys.
Missed Tie Down Strap Note
In the event the Tie Down Strap has been omitted from the
Layout location, install one HTSM20 strap at the proper location
Fasten with (4) 1/4- x 2 1/4- Hex Head Titen screw to C.B.S.
and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs.
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scale
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job number
18062A
sheet
A-4
Wind Zones - Walls
PRODUCT APPROVAL
Approval
Glass
Building Rated
Product Rated
Product
Model Number
Manufacturer
Attachment Method
Number
Type
Design Pressures
Design Pressures
Head: 12" max. from corners & 30"o.c. max. Jambs:
SH-5500
12" max. from corners & 17.7" max. 5" each side of
FL#: 239.7
Windows
Singlehung
PGT Industries
Impact
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
+33.5 -44.8
+/- 50.0
into concrete
FL#: 261.1
Mullion
Clipped Alum.
PGT Industries
(2) 1/4" Tapcons per clip with 1 3/4" embedment with
+33.5 -36.3
+/- 139.0
Tube
2 1/2" Edge Distance
FL#: 17184.5
FL#: 17184.3
Swing Doors
Fiberglass
Plastpro
Impact
6" from corners & 14""o.c. atjambs. 1/4- to con
p
screws with 11/4"" embed. into conc.
+33.5 -36.3
+'-
- 50.0
Door
FL#: 17184.1
Approval
Building Rated
Product Rated
Product
Model Number
Manufacturer
Attachment Method
Number
Design Pressures
Design Pressures
FL#: 7271.3
Roofing
5V Crimp(26 a.)
g
Union Corrugating
49-45 or #10-14 x 2" Long wood screw with washer at each
Rib 12-o.c.
-65.2
-113.1
Fasteners shall be ET&F'block nail .30 Head dia..14 Shark dia. and
FL#: 13192.2
Siding
Hardie Plank
James Hardie
1 1/4" long. 21"o.c. max. spacing
-50.0
-92.0
FL#:9777.7
Roofing
WeatherLock
Owens Corning
One layer direct to plywood with 3- Horiz. Laps and 6"" Vertical Laps
Underlayment
Specialty
qua niry of #b rebar
ya
ttom of ��ttel
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8F16-1 B/1 T
ra T ' aof iy o'
teiH(h bar of top'
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Lintel Type Designation
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length is less than
6 1/2".
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
Cast Crete Lintel Schedule
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
20'-0-
1114
449
713
449
81`24 1B/2T
L-2
19'-4"
1282
221
831
173
8F24 1 B/2T
L-3
T-8"
8974
117
4853
92
8F24-1B/1T
L-4
4'-4-
8060
75
4409
50
8RF22-1BAT
L-5
12'-4-
1428
150
783
100
81`22-1BA T
L-6
22'-8-
884
795
600
322
8F24-1B/2T
L-7
4'-6-
8672
233
4292
183
8F24-1B/1T
L-8
6'-8-
5681
1370
2571
655
8F24 1B/2T
L-9
T-8"
3129
1030
1640
528
8RF22-1B/1T
L-10
4'-8-
8060
75
3277
50
8RF22-16/1T
L-1 1
4'-8"
5365
147
2290
108
8F16-1 BA T
L-12
10'-0-
1533
194
914
152
81`16-1B/1T
L-13
8'-2""
1843
230
1133
290
81`16-1BA T
L-14
T-9"
1843
71
1133
145
81`16-1B/1T
L-15
8'-2""
1 1843
1 180
1133
1 198
8F16-1 BA T
L-16
12'-0-
1254
191
723
150
8F16-1B/1T
Min. Beam depths shown. beams may be increased without comment
At Lintels over 24-deep provide (1) #3 vertical rebar tied to
Horiz. steel at 24"o.c. along length of lintel
Cast in place sill or Tie Beam Option
In the event that precast products are damaged in the
field cast in place sills and tie beams may be used (not
to exceed 5'-10") Typical cast in place tie beam to be
a min. 8- x 12- with (2) #5 top and (2) #5 bottom
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5V Metal Panels over
Underlayment on
19/32-o.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24- o.c.
Shop Drawings by
Others
12
See Connector
Q6
Schedule
Gaily. Drip Edge
Spray Foam
' over 1 x 3 p.t.
Insulation
(R-20)
1 u-0" T.O.B.
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5/8- d.w.
LL
2 x 8 R.S. Pine
66
1 x 4 p.t.
Fascia Board
W
by
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Firestop
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Stucco Soffit Over
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Two Course Perimeter
High Ribbed Wire
Lath
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4�
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Beam with (1) #5 Rebar
a
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in each course, Filled
Install one layer of 15#
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with Grout
felt to framing prior to
installing lath
(n
06
wire
w
1 x 2 p.t. furring
8 x 16 x 8
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strips 24-o.c.
CMU Typ.
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with R4.1 Foil
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insulation
Hardie Plank
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1/2" d.
Siding with
6 1/2" Exposure
U)#5
Vert. rebar in
grout filled cell
See Floor Plan
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for Locations
4" 3000# Fibermix Cone.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill --\
0.00' $ F.F.E.
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(2) #5
Rebar
#5 Vert. Rebar with
10- Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
c.l Grade
Typical Wall Section
drawn
s.l.
checked
S.I.
date
2/25/2020
sea
as ncted
job number
18062A.
sheet
A-5
Ceramic Tile
GENERAL ROOFING NOTES
STRUCTURAL NOTES:
Shall be installed in accordance with ANSLA108.1, A108.4,
108!5
Alum. window
frame
corrosive resistant
Tapcon concrete
installed
Roofing to composed of and attached to pre manufactured
All reinforcing steel shall be high strength billet steel and shall
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grade 60 specifications. Lap continuous
conform to ASTM A-615 p
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A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced
3/8"" continuous bead of
(back bedding) behind
srews as
specified in window
es
wood trusses as follows:
reinforcing 48 bar diameters or 30"in beams and in slabs. Lap
backer shall be used behind wall applied ceramic tiles in the tub
and shower areas and conform to ASTM C1325. Per Durock,
caulk
shim to prevent liquid passage
manufacturers product
Felt underlayment (min. ASTM 0 226 Type II) with 4"" min. side and
bottom steel over supports and top steel at midspan. Hook
cement board exceeds ASTM C1325.
1 /4"" struct. shi
approval
end laps, fasten with coorosion resistant annular ring shank nails
at 6""o.c. in laps and in staggered rows spaced 12""o.c. in field.
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discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1 "" concrete cover, or as follows:
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window sill
If roof pitch is < 4/12 install (2) layers 15# felt.
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Gypsum Note
yp
set flange in continuous
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
BOTTOM TOP' SIDES
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Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047
bead of caulk across the
entire face of buck
19/32- plywd. sheathing or equal installed with staggered joints & GI clips,
Beams: 1 1/2- 1 1/2- 1 1/2"
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C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential
perimeter caulk
nailed to trusses with 8d corrosion resistant annular ring shank nails
spaced max. 6""o.c. throughout, except max. 4" o.c. at gable ends.
Slab on Grade: 1 1/2"" 1 K _
code. Per USG, Wallboard conforms to C1396.
Structural Poured: 3/4(" 3/4"" _
stucco finish
All roof trusses are to be pre -manufactured assemblies provided by
Poured Walls: _ _ 3/4("
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Gypsum Board & Gypsum Panel Products
it
a licensed wood truss fabricator with seperate drawings and data
Slabs exposed. -. "
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prepared for actual project conditions by a Florida registered
to the weather 3/4"" 1"
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Gypsum board and gypsum panel products shall be applied
Gunable sealants shall comply with
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professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
_
Reinforcing steel shall be detailed and fabricated accordance
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at right angles or parallel to framing members. All edges and
ends of gypsum board and gypsum panel products shall
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ASTM C 920 Class 25 grade or
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greater for proper joint expansion
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be brought to the attention of the truss engineer prior fabrication
of the trusses. The truss manufacturer's certified layout shall govern
with the Manual of Standard Practice of Detailing Reinforcing
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occur on framing members, except those edges and ends the
and contraction"
after fabrication.
Concrete Structures and the current ""ACI Building Code 318
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are perpendicular to the framing members. Interior gypsum
board shall not be installed where it is directly exposed to
precast
cone. sill
The handling, erection, and fixing of wood trusses shall be in
All structural steel shall conform to current ASTM Specification A-36
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weather or to water.
accordance with the specifications contained on the certified mfgr's.
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drawings and data.
All wood in contact with masonry shall be pressure treated or approved
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Wall and ceiling gypsum board shall be fastened with screws
Typical Precast
Conc. Sill Detail
separating material.
spaced at 12""o,c. Screws for attaching gypsum board and gypsum
panel products to wood framing shall be Type W or Type S in
accordance with ASTM C1002 andshall penetrate thewood not
less than 5/8"" inch (15.9mm) Gypsum board and Gypsum panel
products shall be attached to cold formed steel framing less
than 0.033"" Omm) thick shall be Type S in accordance with
3/8"" continuous bead of
ASTM C,1002 or bugle head style in accordance with ASTM CI513
caulk (back bedding) behind
and shall penetrate the steel not less than 3/8" to 0.112"
buck to prevent liquid passage
(1 min to 3mm) thick shall be in accordance with ASTM C954
or
bugle head style in accordance with ASTM 1513. Screws for
attaching gypsum board or gypsum panel products to structural
set flange in continuous
insulated panles shall penetrate the wood structural panle facing
bead of caulk across the
not less than 7/16"o.c. 01.1mm).
entire face of buck
Gypsum board used as the base orbacker for adhesive application
of ceramic tile or other required nonabsorbent finish material
shall
conform to ASTM C1396, C1178, C127j8. Use of water resistant
gypsum backing board shall be permitted on ceilings. Water
resistant gypsum board shall not be installed over a Class 1 or
a
Class 2 vapor retarder in a shower or tub compartment. Cut
or °o 0 E ° °
exposed edges, including those at wall intersections, shall be
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sealed as recommended by the manufactuer. Water resistant
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gypsum backing board shall not be used where there will be
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direct exposure to water, or areas subject to continuous high
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humidity.
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Cold Formed Steel Note
Cold formed steel framing supporting gypsum board and gypsum
panel products shall be not less than 1 1/4" (32mm) wide in
the
least dimension. Non Load bearing cold formed steel framing
stucco finish
shall comply with AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
perimeter caulk
and ASTM C955, Section 8.
Wood Framing Note
Wood framing supporting gypsum board and gypsum panel
products shall be not less than 2"" (51 mm) nominal thickness
in th least dimension except that wood furring strips not less
than 1"" by 2- (25mm x 51mm) nominal dimension shall be
permitted to be used over solid backing or framing spaced
not more than 24"o.c. (610mm)
Wire Lath Attachment
Over wood framing the paper
backed wire lath shall be installed
over one layer of approved plastic
house wrap, Lath shall be attached
horizontal framing members with 1.5"
roofing nails and to vertical wood
framing members with 6d common
nails or 1- roofing nails driven to
penetration of not less then 3/4""
of an inch, or 1" wire staples
driven flush with the plaster base.
Staples shall have crowns not less o
than 3/4" and shall engage not less
than three strands of lath and
penetrate the wood framing members N
not less than 3/4". The fasteners must
penetrate the wood framing members
not less than 3/4"". Fasteners shall be
7"" oc. max.
Attach p.t. bucks
with 8d coil nails at
12""o.c.
Typ. Alum. window _
jamb or sliding glass
doorjamb
All engineered headers and truss hangers to be provided by the _ N ts)
truss manufacturer.
All dimensions shall be verified in field by the contractor. If there are J Lu M
Splitting or cracking of structural components due to installation of any discrepancies the Architect or Engineer shall be notified before D_
hardware is not permitted. proceeding. Q)
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and No slump over 5" shall be permitted for any structural concrete without
standard practice. the Architect or Engineer approval 4-1
All Design and Construction shall be inaccordance with the current
BUCK ATTACHMENT NOTES American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
CBS AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS local codes. M
TO BLOCK WITH 1/4" DIA. TAPCCNS WITH 1 1/4" EMBEDMENT
INTO C.B.S. SET A 6"' FROM CORNERS AND AT 12"o.c. MAX. Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
Min. 1 1/4"" embedment AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH U Q
c . at windows and min. BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS Column Footing and Wall Footing: 3000 p.s.i. (a u�
1 1/2"" embedment at OR "T" NAILS" 4" FROM ENDS AND 12"o.c. Column and walls from foundation to roof: see column schedule. > Lu '� N
e ° ° sl. gl, doors All other concrete: 3000 p.s.i. o ca I
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION T �-
c Footing sizes and reinforcing are based on allowable soil bearing = o Z o^o
SHEATHING NAILING NOTES capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this U N
is not the case, the Architect or Engineer shall be notified before LU
1/2"" drywall
proceeding with the work. 0
Nailin Pattern ¢ 00
Timber (Heavy Timber Construction) M
Zone 1: 8d at 6"o.c. field & 4`o.c. edges (a) Truss manufacturer shall submit a signed and sealed shop
Zone 2: 8d at 4"'o.c. edges & field drawings by a registered Engineer.
Zone 3: 8d at 4"o.c. edges & field (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
(c) Roof members should be secured to the beams or other
Pneumatic Nails structural components with hurricane anchors for wind uplift.
1/4"" max. struct. shim Pneumatic or mechanicaly driven nails will All wood members shall have a minimum fiber stress in bending
be accepted under the following conditions: of 1200 p.s.i. with 1 /360 max. deflection.
caulk Min. nails size 8d or larger ring shank with
Min. shank diameter:.113 All bolted connections shall be 1/2" Cadmium plated or better.'
attach as per Min. Length: 2"
- -
mnufacturer-s Min. Head Diameter:.280 Full Round Lag bolts to be used only in shear connections with minimum
product approvals Min. Ring Diameter .012 over shank dia. 4" threaded penetration past steel plate.
Min. 16 to 20 Rings per Inch
Note Lag bolted conditions shall be drill tapped no larger than the
NOTE: Method of attachment and Gunable sealants shall comply with internal thread diameter and shall not be hammer driven.
waterproofing procedures are the ASTM C 920 Class 25 grade or Gun nails shall be permitted as an
same at poured concrete sill. greater for proper joint expansion acceptable fastener from any manufacturer Under Girder Trusses provide equal number of studs as girder
and contraction plys at frame bearing locations
Wood screws meeting the same size requirement
Coat Bucks with LWM200 Waterproofing may be used in lieu of nails without comment after they have been installed and Chaulked GENERAtlL REQUIREMENTS
Window & Door Flashing Detail at CBS Wall Nailing Schedule All work to bbeasper the current edition of the Florida Building Code �
Includes Buck Attachment Method ROOF & FLOOR DIAGRAM and meet or exceed all applicable local requirements. O
Use sheathing with #8 gun nails at 6"o.c. LL
at supported panel edges and #8 gun General` contractor is responsible for all labor, materials, utilities, testing,
nails at Vo.c. at intermediate supports. waste removal, storage, securing of site, accomodation, transport/freight, LJ
corner bars at beam and all other cost related to the completion of this project., unless explicitly U s
(outside only) (2) corner ROOF SHEATHING TO GABLE END FRAME identified here. z
bars at footing (min.) Use #8 gun nails at 4"o.c. LU
Owner is responsible for all municipal related charges such as impact
EXTERIOR SHEATHING fees, and water connection, except building permit fees, which are to be 0
included in the construction bid.
Use #8 gun nails at 4""o.c. at panel edges N
and #8 gun nails at 4""o.c. at panel top and General contractor to check all drawings for errors and ommissions and Lu
vent. dowel lapped with g
wall reinforcing, all all corner bars to be the bottom and 6 "o.c. in field bring them to the attention of the architect prior to starting any work, or
laps 30'" (min.) in grout same size, number, and ordering any materials of the respective division of work. If such errors
filled cell spacing as horizontial bars �+ and ommissions are not reported in writingto the architect, any resulting
in footing, beams, and walls THRESHOLD NOTE damages or costs shall be born entirely by the general contractor.
2'-6`" lap min.
Corner Reinforcing Detail
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At egress door (see floor plan) the max. hgth. Architect is not responsible for the contractors method or means of l—
of the threshold shall be 1/2" construction. 0
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to U
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
date
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
drawn
7/8"" Stucco finish over 3/8- high ribbed galv. wire lath fastened to J.
framing members with No. 11 guage nails with 1 3/4"" embed. with 3/8�" checked
dia. head 6""o.c. max. edges to be tied and nailed at 9""o.c. Provide one
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layer of 15# felt to framing prior to installing wire lath.
date
2/25/2020
INTERIOR WALL FRAMING NOTE 5Cd1e
as noted '
Interior non bearing walls to be 2 x 4 studs 24""o.c. job number
Spruce, Pine, Fir (SPF) #2 Grade lumber or better soeza
or metal studs (25 Ga.) Crimper may be used in sheet
lieu of screws.
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revision
(3) #3/0 (THW) copper
and (1) #4 ground (THW)
copper in 2 galy. conduit
Wall
a.
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Panel: 200 A.M.C.B. 200 Amp
1,6, 3W 40 Circuit Panel
120/240 Volt
disc.
disc.
5/8- dia. x 10'-0- �
long ground rod 3/4- copper
water pipe
Electrical Riser Diagram
(3) #3/0 (THW) copper
and (1) #4 ground (THW)
copper in 2 galy. conduit
F.P.L. service
(if overhead
service)
200A meter
(3) #3/0 (THW) copper
and (1) #4 ground (THW)
copper in 2- galy. conduit
F.P.L. service
(if underground
service)
tie ground wire
to footing rebars
Water Well and
Softner Irrriiyg. Pump
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ELECTRICAL LEDGEND
10 RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
---e SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS )
lF RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN WITH LIGHT OPTION
® EXHAUST FAN OUTLET
O CARBON MONOXIDE
THERMOSTAT DETECTOR
DUPLEX OUTLET - SWITCHED ® DOOR CHIMES
DUPLEX OUTLET SMOKE / CARBON
220 V OUTLET MONOXIDE DETECTOR
SWITCH -4+ TELEVISION
—1TW
THREE WAY SWITCH TELEPHONE
—yt DIMMER SWITCH PUSH BUTTON
0
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
Gas Tankless
_ — J Water Heater
Flood
Light
Gas
Whole
House
Generator
1
0
1 \
Carport \
1
Master Bdrm.
Fan & Light
1
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Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
2. All work to meet the National Electrical Code
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
4. All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
5. Ensure min. 36- clear between equipent and disconnects, Typical.
6. Protective ratings shall comply with NEC 110-9 & NEC 110-10
7. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1
3W
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To All FloodLights
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/ 3WL1— 3W Er D L—
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Dining Light
d Great Room
1
Kitchen
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Electrical Load Calculations
1910 Living S.F. at 3 VA
5730 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. @ 1500 watts
1500 watts
One Range
8000 watts
One Dishwasher & One Disposal @ 1500 watts each
3000 watts
One Microwave @ 2000 watts
2000 watts
One Dryer @ 5 kw
5000 watts
One Ref.
1500 watts
Two & Half Baths @ 1500 watts each
3750 watts
One Well / Irrigation Pump
1200 watts
Water Softner
1200 watts
Pool Pump
1500 watts
Pool Light
100 watts
Range Hood
1500 watts
Total 38,980 watts
ANN
0
First 10 KVA at 100% 10.000 watts
Remainder at 40% 11,592 watts
Total 21,592 watts
Two AC Heat at 100% 20,000 watts
Total 41,592 watts
41,592 W / 240 V = 173.3 Amps
Use 200A Service
Smoke detectors wired to 420V Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
Flood
Light
Bdrm. 3
Pool Equip.
Fan & Light Location
3W
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Fan & Light
Bdrm. 2
Wi
\ Fan & Light
XESitting
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Electrical Plan '
scale: 1/4- = V-0- \ /
To All Flood 1 i
\ Lights
Flood
Light
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Flood
Light
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drawn
J.
checked
s.l.
date
2/25/2020
scale
as noted
job number
18062A
sheet
A-7