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16'-4"
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HB L'128"x 16-
Fixed Glass
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using the metal l Den 48"Tap Walls a `T
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anchor flange by - - - - -
manufacturerwith Cw.h. Suspended SS b----------- - - -- SS 8'-1"' Cing. with Temp. e
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8'-1 "Cing S S S S
from FFE ❑ 72"x 36" ❑
Attic Trusses Above Tub Unit
S S S S
25 s.h. I-
20'-0- S
16070 Overhead
- - - - - - - - - - - - - - - - - - - - - - - - - - -
SS S
L-12
16'-0" 2'_8„
21'-4"
Floor Plan
scale: 1 /4" = V-0"
T-9" 3'-9-
T-6"
20'-10"
t- 2 Safety
Glass
8 3'-1
T-4„
Project Data
Project Name: Kaste residence
Street Address: XXXX
City: Port St. Lucie
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
Design Loads
oof Live Load: 20.0 p.s.f.
Q Wind Speed: 160 MPH
In Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Data
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Occupancy Type: Group R
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Construction Type: V
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Number of Stories:. One
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Project Area: 3502 s.f.
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Building Code
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2017 Florida Building Code: Residential
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2014 National Electric Code NFPA 70
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Area Tabulation
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Living 2604
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Garage 466
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Porch 325
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Entry 107
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Total Cubic Volume: 23,369 c.f.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area:
Very Heavy
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Flame Spread Index & Smoke Developed Index
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Insulation Flame Spread: Not to exceed 25'
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Insulation Smoke Developed Index: Not to
exceed 450
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Wall Finishes: Not greater than 200
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Ceiling Finishes: Not greater than 200
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Safe Load Table Notes
Installation Notes
1. All values based on minimum 4" nominal bearing.
1. Installation of U lintels must comply with architectural
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length is less than
and/or structural drawings.
`
6 1 /2 .
2. U lintels can be field cut to the required length."
2. N.R. = Not Rated
'>;. Cast inplapg concrete maybe provided in composite
3. Safe loads are superimposed allowable loads. �
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U lintelin ieu of concrete masonry snits.
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4. One #7 rebar may be substituted for two #5
4. The exterior surface of lintels installed in exterior
concrete masonry walls shall have a coating of stucco
.Y i
rebar in 8 inch U lintels only.
applied in accordance with ASTM C-926 or other
5. All safe loads in units of pounds per tinier foot.
approved coating.
-
6. All safe loads are based on simply supported span.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
7. Safe load ratings based on rational design analysis
6. Shore composite lintels as required.
per ACI 318 and ACl 530.
7. U lintels are manufactured with a 5 1 /2" long notch at
both ends to accomodate vertical cell reinforcing and
of pl rebar
grout
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punay
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be b
F F filed ®wt
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Composite U Lintel Materials
U
^ 8 F 1 6_ 1 B/ 1 T
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
L
(n
inch aggregate and 8 to 11 inch slump.
yea
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'xortbomm aebe,etdb
2. Reber per ASTM A615 Grade 60
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If
3. Concrete masonry units (CMU) per ASTM 090 with
0
minimum net area compressive strength= 1000psi
0
4-Ai
Lintel Type Designation
4. Mortar per ASTM C270 Type M or S
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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
T-8"
6113
358
4853
258
8F16-1B/1T
L-2
4'-6"
6113
895
2724
721
8Fi6-1B/1T
L-3
T-6"
2661
611
1634
404
8F16-1B/1T
L-4
4'-4"
5206
115
2635
123
8RF14-1B/1T
L-5
T-8-
1843
125
1133
150
8F16-1B/1T
L-6
13'-8"
1697
778
887
616
8F24-1B/1T
L-7
T-8"
1568
971
1135
819
8RF14-1B/2T
L-8
16'-4"
950
1al.
500
156
8F16-1B/1T
L-9
10'-0"
1533
17�
914
205
8F16-1B/IT
L-10
1T-8"
1282
127
546
158
8F24-1B/lT
L-11
T-8"
4705
381i
2463
235
8F28-1B/1T
L-12
1T-4"
1326
182
520
141
8F20-1B/1T
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date revision
A10/13/20 Updated Wind
Speed
drawn '..
sa.
Min. Beam depths shown, beams may be increased Wthout comment checked
At Lintels over 24" deep provide (1) #3 vertical rebar sa.
o at 24"o.c. along length of lintel date
i0 8/6/2020
At L-10 use (2) Lintels to achieve full bearing. Total bond beam width to be 16"OQq scale
ST. CIE CbUNTY BUILDING DIVISI as noted
REVIEWED FOR CO CE job number
REVIEWED BY 20018
DATE r
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PLANS AND PERMI UST BE -KEPT ON JOB sheet
SITE OR NO INSPECTION(S) WILL BE MADE
A-1
FILE COPY
5/12
5/12—_--_--
5/12
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5/12
5/12
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5/12 5/12
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Roof — — I 5/12
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Top of wall ®®®
to Soffit
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Front Elevation
scale: 1/4" = 1'-0"
Roof Plan 5/12
scale: 1/8" = V-0" —
I - - 5/12
TYP• „ems
18 O.H.
Right Elevation
scale:, 1/4- = 1'-0,"
3 3
3 3
2
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2
2 2;_ 3
3
— — — — — — — — — — 7
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1 2 \ I 2
2 i //2 ,,-�\ 2 2 \\ I Left Elevation
scale: 1/4- = 1'-0"
2 2
1 I ✓ �
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3 2 3
1 12 2 ) 1 I 3 3 2
1 3 2 2 5
I I 3
4 4
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2 2 � 3 3 3 3' s 5
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3 2 3 3 Roof Wind' Zones Wi d Zones -' Walls
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Rear Elevation
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date
8/8/2020
scale
as noted
job number
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sheet
A-2
FILE COPY
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4" 2500#
conc. pad
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4
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4
4'-6" 4'-2" 3'-0" 4'-8" 1 V-2"
El Co
F_4 — F-1 01
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I I I I 4"2500#
Y( I F-1 Conc. Pad
4„
F-3 I E
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T-8" T-11" 1'-8" 6'-10 2'-E
F-11
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2 1/2" Recess
for SI. GI. Dr,
24" x 24- x 18"
Footing with (1) L
#5 rebar 6"o.c.
each way
1 T-O„ 5'-g" 5'-0"
7 I II
I II
II
I II
II
II
43'-8"
32'-6"
14'-1 1 "' 16" 14'-11 "' 16"
100
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ON CLEAN, COMPACTED,
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❑ I ASSUMED F.F.E. 0. 0' E
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1 T-6" 3'-0"
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❑. I I ❑a 1 E E 24" x 24" x 18" I E
24" x 24" x 18" I '-
= I Footing with (1)
footing with (1) I = ( #5 rebar 6"o.c. I E
#5 rebar 6"o.c. I 12' 8 each way
each way `� 'It
I 5'-0" 8
M
I— — — — F-2 m F-5
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F-2 :, — E F-1 E E F-1 E
FI2 I E
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9 I I E M F-1 L-- J F-1
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Slope for
9 Garage Dr. I, E
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F-2 ----- ----- F 2 M
3'-0"" T-4"" T-0-
F-1
2'-8"' 16'-0" 2'-8„ T-6" 13'-4„
21'-4" 1 T-10" 20'-10-
Foundation & Footing Plan
scale: 1/4" = 1'-0"
F-1
F-2
F-5
18" x 16" mono. footing
18" x 16" mono. footing
with (2) #5 rebar cont.
with (2) #5 rebar cont.
and curb
18" x 16" mono. footing
8„
4'" to 6"
with (2) #5 rebar cont.
.� 4=
16„
4„
4„
16"
18„
8„
18"
18"'
MONO. EDGE FOOTING
CURB FOOTING
AT GARAGE
INTERIOR STEP FOOTING
F-3
F-4
F_6
8" x 8" mono. footing
with (1) #5 rebar cont.
Recess 4" at Shower
8„
4" 4"
18" x 16" mono. footing
with (2) #5 rebar coot.
4„-4 4"
8" 16„
4
8" 8"
18„
2-
18„
TYP. SHOWERRECESS
THICKENED EDGE
INTERIOR MONO. FOOTING
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GENERAL FOUNDATION NOTES FORMWORK & SHORING
Concrete shall be a minimum of 4" thick over clean, compacted, No structural concrete shall be stripped until it has reached at least 80% of
termite treated fill and 6 mil polyethylene vapor barrier. the 28 day design strength.
If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage Design, Erection, & Removal of all formwork, shores, & reshores shall meet
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 department for
All 90% hooks are to be extended 10" minimum beyond the turn. 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
bar diameters. SOIL STATEMENT;
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.s.i.
bond beams. Hooks may be rotated horizonitally if required to Fill shall be laid in layers of 6". Each layer to be compacted to 95%
achieve minimum coverages. compaction.
Reber 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. p
ED
u')
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.
v
from edges and 5' from ends of cap walls) Remove dust
bo
to
All specifications and dimensions to be verified by contractor. per manufacturers instructions and use Two part epoxy to
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.
2" v.t.r.
2" v.t.r.
1 1/2" 2„
2„ L v
Lav 2„
SHWR.
W.O.
2" W.C. 2" v.t.r. 2- Auto
TUB 3„ 3" Vent
PLUMBING NOTES;
Plumber to consult with contractor and equipment ordered
SINK
for rough in dimensions.
Verify all, dimensions with the floor plan. The floor plan wean. 2"
dimensions dictates all other dimensions on other sheets.
3„
Do not scale drawings, if any conflicts arise, contact the 3-
Architect or Engineer for clarification prior to construction.
"
All sanitary lines 2 or less shall have a slope of 1 /4" per 1 1/2" 2vt.r.� 3"
2„
foot minimum.
2"
All sanitary lines above 2" shall have a slope of 1 /8" per 2" v.t.r.
v
foot minimum. 3"
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Provide Anti -Scalding Valve in all showers. LAv
Lowest living area floor elevation (refered as 0.00') to be Lev
set by a professional land surveyor to the required building 2" 3"
o
department elevation, but not less than 18" above the crown
of the road.
Plumbing contractor to provide a TUB 3"" 3'Wc
water hammer & shut off valve at 2"
each fixture.. SHWR
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c.o.
Insulate all hot water lines
2„
4„
to sewer PlumbingRiser Diagram
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8/8/2020
scale
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job number
20018
sheet
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00 o CEILING @ 12'-1"
A a4-44 ° BEARING @ 8'- V
BEARING @10'-1"
121 BEARING @11'- V
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J5A
770
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CEILING @ 8'- V
1 2-PLY
CEILING nc. 8'- 1"
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.
o
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
a
Attic Vents Calculation
d
Attic Area: 3502 s.f. / 150 = 23.3 s.f. required.
soffit area = 330.7 IS. x 2.0 = 661 s.f.
Venting Provided:
8 16 =. 4- 85 h 4.
Connector Schedule
Truss
Bearing
Truss
Connector
anty'
Connector
Fasteners
Point
uplift
ID
Uplift
GRA
Each
2041
See C-1 Brng. Column Detail
2 Ply
End
7
3586
See 0-2 Brng. Column Detail
GRR
(1) 5/8' ATR with 12" min.
2 Ply
2
2844
MGT
1
3965
embedment and (22) 10d
to girder. Drill and epoxy
ATR in bond beam.
2
968
HETA20
1
1810
(9) 1Dd x 1 1/2"
GRK
2 Ply
6
1233 (Uplift)
HU410
1
1810 (Uplift)
(18) 1/4"x 2 3/4"Titan to CBS
1778 (Gravity)
5085 (Gravity)
and (10) 1Od to Girder
2
602
HETA20
1
1810
(9) 10d x 1 1/2"
1 Ply
8
459 (Uplift)
HU28
1
575 (Uplift)
�(4) ttruss
743 (Gravity)
2400 (Gravity)
and 10d x 141 /2 to
J5A
1
68 (Uplift)
HU26
1
290 (Uplift)
(4) 1/4"x 2 3/4-Titan to CBS
1 Ply
158 (Gravity)
1545 (Gravity)
and (2) 1Od x 1 1/2 to truss
2
670
HETA20
1
1810
(9) 1Od x 1 1/2"
GRB
(1) 5/8" ATR with 12" min.
2 Ply
23
3658
MGT
1
3985
embedment and (22) 10d
to girder. Drill and epoxy
ATR in bond beam.
GRN
1
1105
HETA20
1
1810
(9) 1Od x 1 1/2"
2 Ply
4 '
1142
HTS16
1
1260
06) 1Od x 1 1/2"
All other
trusses
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
to Frame
All other
trusses
ALL
<1810
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Val4ey
Supporting
Framing
(4) 10d
Trusses
<250#
VTCR
1
370#
Tn'.
Truss
(3) 10d x 1 1/2"
U
OL
C J
CD
Q
LU
C�
0 rig
Z
cl
.o
co
WN
co
.�
LU
0
N
L1
00
Q
J
a
&
N
.�
.�
..
Z
a
V
UJ
A+
V/
LU
L"
C)
N
'^
V!
x so It van . sq. In. eac van
40 Vents along overhang = 3,400 sq. in.
The Bearing Point Numbers on the Connector Schedule Match
�
with the Bearing Locations on the Truss Manufacturer's Profile
(D
3,400 sq. in. / 144 = 23.61 s.f.
Sheets
di
F-
CU
U
Total Ventilation Provided: 23.61 Sq. ft.
(2) Ply Pre Eng.
\
B I
M..n �
Truss GRR
/
C cV
Missed Tie Down Strap Note
pre engineered
clL
=
C) Co 00
(1) MGT Girder) Tiedown with trusses 24"o.c.
U
In the event the Tie Down Strap has been omitted from the
(22) 10d nails to Girder
�
�
LU
Layout location, install one HTSM20 strap at the proper location.
Allowable Uplift- 3965 lbs.
Q
`�
Fasten with (4) 1 /4 x 2 1 /4 Hex Head Titan screw to C.B.S.
Applied Uplift: 3586 lbs. see Truss
CU
co>
and (10)10d to truss. MAXIMUM UPLIFT 1175 lbs.
Aline with Wall Framing Layout
C'M
,—
8'-1 "
T
(2) Ply Pre Eng.
1/2" gyp. d.w.
1/2" drywall
-
Truss GRA
(2) 2 x 4 plate
(2) HTS20 Straps with
2 To Plate
O 2 x 4 P
with SP4 with
(24) 10d x 1 1/2"' nails
per strap each Brng.
(6) ac x 1 1/2"
at each stud
o
3
Allowable Uplift: 2900 lbs.
(1) HTT4 Tension Tie with
(1) 5/8"' dia. bolt with nut'
1/2" gyp. d.w.
QJ
Applied Uplift: 2041 lbs. ar
andwasher
x 2 heand 08) ,
to column. -
Allowable Uplift: 4235 lbs.
4 x 4 P.T. Column A lied U lift: 3586 Ilk
pp p s.
Aline with Wall Framing
2 x 4 studs 1811oc..
o
(1) HTT4 Tension Tie with
4 x 4 P.T. Column
q(1)
5/8" dia. x 8" Wedge
a
Bolt to concrete and (18)
10d x 1 1/2" to column.
(1) HTT4 Tension Tie with
2 x 4 p.t plate
C
Allowable Uplift: 3610 lbs.
Applied Uplift: 2041 lbs.
(f) 5/8"" dia.>¢ 8" Wedge
with SP4 with
(6) 10d x 1 1/2"'
V
Aline with Wall Framing
Bolt to concrete and (18)
16d x 2 1/2" to column.
at each stud
_�
-1-i
Allowable Uplift: 4235 lbs.
V
2 x 4 PT Plate
Applied Uplift; 3586 lbs.
wood base
Aline with Wall Framing
L.N
F.F.E.
'C M
F.F.E.
2 x 4 PT Plate
i�
see footing
0.00'-($11— F.F.E.
details 5/8" dia: wedge bolt
M
See Foundation Plan
with 3" x 1/8 washer
= Y
embedment 24"o.c.
0
Brng. Wall Detail
E
See Foundation
Plan
o
8'-1"--
-_
CU
0
C-1 Brng. Column Detail
06
C-2 Brng.
Column Detail
o -0
2x4plate
SP8 AT EVERY STUD
WITH (10) 10d x 1.5" NAILS
TOP & SOLE PLATE 2 x 4 bottom cord bracing
24" min. lap (2) 16d at each
1/2" gyp. d.w.
(2) 2 x 8 PLATE truss
RI batt insulation
Garage
date
revision
2 x 8 STUDS 24"c.c.
8
2 x.4 studs 16"o.c.
COVER STUDS WITH 5/8"cdx
PLYWOOD, FASTEN AS PER
2 x 4 p.t. plate
6"
NAILING SCHEDULE. COVER
WITH (1) LAYER OF HOUSE
bottom cord
wood trusses
of
fasten with 8d
cased hard nails
WRAP AND PAPER BACKED
at 24"o.c.
12"o.c.
drawn
WIRE LATH AND (3) COAT
sJ.
c
STUCCO FINISH
checked
wood base
s.l.
date
2 x 8 P.T.PLATE FASTENED
8/6/2020
TO PERIMETER BEAM WITH 5/8" x 6"
0.00, F.F.E.
scale
mad
WEDGE BOLTS WITH 1/8"" x 3" WASHER
ca
2 x 8 P.T.
PLATE AT 24-o.c.
'v
job number
b n
20018
KNEE WALL TO 'MASONRY
10'-0"
See Footing
Details
sheet
Bottom Cord
Lateral Bracing
A-4
AT REAR POROH WALLS
Adj. Wall at Garage
FILE COPE
STRUCTURAL NOTES: G =NERAL ROOFING NOTES 3/8" continuous bead of Alum. window corrosive resistant
Ceramic Tile caulk (back bedding) behind Tapcon concrete Varies
All reinforcing steel shall be high strength billet steel and shall buck to prevent liquid passage 3/8" continuous bead of srews installed as
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 conform to ASTM A-615 grade 60 specifications. Lap continuous Roo mg to be composed of and attached to pre manufactured caulk back bedding) behind specified in window
A108.6, A108.11, Al 18.1, A118.3, A136.1, & A137.1. Fiber mat reinforced reinforcing 48 bar diameters or 30" in beams and in slabs: Lap woo trusses as follows: set flange in continu us ( Bottom Cord V
bead of caulk across the CBS shim to prevent liquid passage manufacturers product of Truss
backer shall be used behind wall applied ceramic tiles in the tub bottom steel over supports and top steel at midspan. Hook Felt'underlayment (min. ASTM 0 226 Type 8) with 4" min. side and approval
and shower areas and conform to ASTM C1325. Per Durock, discontinuous ends of all top bars. Reinforcing steel shall have end `aps, fasten with coorosion resistant annular nng shank nails entire face of buck 2 x 4 top plate
cement board exceeds ASTM C1325. a minimum of 1 concrete cover; or as follows: at 6 o.c. in laps and in staggered rows spaced 12 o.a in field. 1 /4" struct. shi
If roof pitch is < 4/12 install (2) layers 15# felt - window sill
If roof pitch is 4/12 or greater, install (1) layer 30# felt. U u Min. 1 1 /4" embedment set flange in continuous 1/2" gyp. d.w.
BOTTOM TOP SIDES 1 g m ao ° g M
w c ° . at windows and min. bead of caulk across the � � c»
Gypsum Note 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips, •o n c . 1 1 /2" embedment at entire face of buck
Beams: 1 1/2 1 1/2" 1 1/2" nailed to trusses with 8d corrosion resistant annular ring shank nails g.y Q v n n sl, gl. doors co
Gypsum board shall conform to ASTM C22, C475, G514, C1002, C1047 Slab on Grade: 1 1/2" 1" _ spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. c m erimeter caulk 2 x 4 studs 24"o.c. L LU
C1177, C1178, C1278, C1396, or C1658 and installed per 'BC residential Structural Poured: 3/4" 3/4" 3� N ° P No. stud Grade Z $
Poured Walls: _ _ 3/4" All roof trusses are to be pre -manufactured assemblies provided by cc o o v L
code. Per USG, Wallboard conforms to C1396. Slabs exposed a licensed wood truss fabricator with separate drawings and data 0 ao c m stucco finish 1 � o �
to the weather 3/4" 1" _ prepar for actual prgject:conditions by a Florida Tali tared w 4 1:4 4 a c
Gypsum Board & Gypsum Panel PYOCIUCtS prof? sional engineer certified for truss design. Any deviation from o c w 1/2" drywall ° :� `€ N Ucc
yp yp LO
Reinforcing steel shall be detailed and fabricated in accordance the proposed plans as shown regarding placement or bearing shall M Ei o m m ° 2 x 4 p.t sill plate LU
with the "Manual of Standard Practice of Detailing Reinforcing be brought to the attention of the truss engineer prior fabrication 'd (n i LO
Gypsum board and gypsum panel products shall be applied of the trusses. The truss manufacturers certfied layout shall govern °' ° ° ' . y r
at right angles or parallel to framing members. All edges and Concrete Structures and the current ACI Building Code 318" afte fabrication. Q.
ends of gypsum board and gypsum panel products shall All structural steel shall conform to current ASTM Specification A-36 The handling, erection, and fixing of wood trusses shall be in Protecto LWM200 Precast N
occur on framingmembers, except those edges and ends that Coating on Outside face cone. sill kNails
od base Q J
P g ace rdance with the specifications contained on the certified mfgr's
are perpendicular to the framing members. Interior gypsum drawings and data. and Janbs of 9penings
board shall not be installed where a is directly exposed to All wood in contact with masonry shall be pressure treated or approved stucco finish all Sides min. 8 Gunable sealants shall comply with sed Hard Coil • W ~ N
separating material. All engineered headers and truss hangers to be provided by the ASTM C 920 Class 25 grade or U
weather or to water. 12"o.c. max.
trus manufacturer. perimeter caulk greater for proper joint expansion ( Z CCL All dimensions shall be verified in field by the contractor. If there are and contraction
Wall and ceiling gypsum board shall be fastened with screws 1 /4" max. struct. shim W O
any discrepancies the Architect or Engineer shall be notified before Spli ting or cracking of structural due to installation of Attach t bucks F.F.E. >`
spaced at 12 o,c. Screws for attaching gypsum board and gypsum proceeding. her are is not permitted. p• • 0.00'- U p >
with 8d coil nails at
caulk Typical Precast Conc. Sill Detail J
panel products to wood framing shall be Type W or Type S in U I ss otherwise noted, the Installation of specified hardware shall 12"o.c,
accordance with ASTM 01002 andshall penetrate thewood not oncrete
less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel No slump over 5" shall be permitted for any structural concrete without con Orin to the truss manufacturers installation instructions and attach as perLO
the Architect or Engineer approval. standard practice. Typ. Alum, window manufacturers Coat Bucks with Protecto LWM200'Waterproofing Foundation W
products shall be attached to cold formed steel framing less jamb or sliding glass product approvals after they have been installed and Chaulked d>
than 0,033" 0mm) thick shall be Type S in accordance with All Design and Construction shall be inaccordance with the current doorjamb
PP Interior Wall Section > sw
ASTM C1002 or bugle head style in accordance with ASTM C1513 American Concrete Institute (ACI). and the American Institute of Steel bTE: Method of attachment and Gunable sealants shall comply with Optional Non Load Bearing Walls
and shall penetrate the steel not less than 3/8" to 0.112 Construction (AISC), The Florida Building Code and all applicable
' ^
(1 mm to 3mm) thick shall be in accordance with ASTM C954 or local codes. N' v J
bugle head style in accordance with ASTM 1513. Screws for waterproofing procedures are the ASTM C 920 Class 25 grade or
g 90 DEGREE HOOKS some -at poured concrete sill. greater for proper joint expansion
attaching gypsum board or gypsum panel products to structural Structural Concrete shall attain a minimum ultimate compressive siren I OVERLAP z5" MIN. and contraction DIMENSIONAL
insulated panles shall penetrate the wood structural parle facing (Fc') in 28 days as follows: _
not less than 7/16 o.c. 01.1mm). Coat Bucks with Protecto LWM200 Waterproofing FIBERGLASS SHINGLES
Column footing and Wall Footing. 3000 p.s.i.iowz TIE BEAM STEEL after they have been installed and Chaulked ON 30# ROOFING FELT 12 (�
Column and walls from foundation to roof. see column schedule. sEE WALL SECTION FOR
Gypsum board used as the base orbacker for adhesive application I :: STEEL REouIRMENrs Window
OVER'5/8" C.D.X. PLYWOOD' 5
of ceramic tile or other required nonabsorbent finish material shall All other concrete: 3000 p.s.i. 1/ Gj
7 s of water resistant Window & Door Flashing Detail at CBS Wall
conform to ASTM 01396, C1178, C12 8. Use e H
Footing sizes and reinforcing are based on allowable soil bearing SEE CONNECTOR
g g g lnbludes Buck Attachment Method Q
gypsum backing board shall be permitted on ceilings. Water SCHEDULE (� U
resistant gypsum board shall not be installed over a Class 1 or capacity of 2000 ps;i. All footings shall bear in virgin soil. if this I=ouaeO CELLS wires PRE ENG. WD.
is not the case, the Architect or Engineer shall be notified before (1) #5 BAR CONTINUOUS R3
Class 2 vapor retarder in a shower or tub compartment. Cut or proceeding with the work. FROM BEAM To FoonrlG TRUSSES 24"c.c., LU LA 04
exposed edges, including those at wall intersections, shall be R30 BATT INSUL O Co r
sealed as recommended by the manufactuer. Water resistant
Timber (Heavy Timber Construction? ALUM. DRIP EDGE ON = O 00
gypsum backing board shall not be used where there will be 8" x 16' C.M.U. WITH CELLS FILLED
direct exposure to water, or areas subject to continuous high (a) Truss manufacturer shall submit a signed and sealed shop WITH GROUT & (1) #5 VERT. 1 x 2 P.T. ON 2 x 6 U O Z N
humidity. drawings by a registered Engineer.
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. J DOWEL CEDAR FASCIA N v
(c) Roof members should be secured to the beams or other a Q
structural components with hurricane anchors for wind uplift. 3 1 /2 D.W.
Cold Formed Steel Note
All wood members shall have a minimum fiber stress in bending w r STUCCO SOFFIT
K 1 x 4 P.T. M
Cold formed steel framing supporting gypsum board and gypsum of 1200 p.s.i. with 1/360 max. deflection. Chainge ` in Bond Beam Elev. P.T. 2 x 6 AT (3) SIDES of FIRE$TOP
panel products shall be not less than 1 1/4" (32mm) wide in the OPENING, FASTEN TO BLOCK WITH 8 x 16
least dimension. Non Load bearing cold formed steel framing All bolted connections shall be 1/2' Cadmium plated or better. AS NOfiED. SCREEN VENTS
shall comply with AISI S220 and ASTM C645, Section 10. Load 8" 8'-0"o.c. (2) COURSE BOND a `"
bearing cold formed steel framing shall comply with AISI S200 Lag bolts to be used only in shear connections with minimum DOOR SIDES -
4' threaded penetration past steel plate. 1/2" x 6'" REDHEADS WITH MIN. BEAM WITH (1) #5 -
and ASTM C955, Section 8. a TRUSS BEARING c�
PRE CAST CONC. LINTEL 11,_7" z 2" x 1/e"wnsHER 12" FROM ENDS LEVEL RETURNS REBAR FILLED WITH
Lag bolted conditions shall be drill tapped no larger than the FILLED WITH CONC. & 1'-6"
g II o AND 16"o.c. MAx. BY TRUSS MFG. GROUT EACH COURSE "
internal thread diameter and shall not be hammer driven. (1) #5 REBAR TYP. oil o DOOR HEAD 1
Wood Framing Note I #3 VERTICAL REBAR
Under Girder Trusses provide equal number of studs as girder II 24"o.c. ALONG LINTEL 1/4" x 2 3/4" TAPCONS STAGGERED
Wood framing supporting gypsum board and gypsum panel plys at frame bearing locations
all - 24"o.c. PROVIDE "CASTCRETE" 8 x 16 x 8 C.M.U.
products shall be not less than 2" (51mm) nominal thicknessCONG.BLOCK II
in th least dimension except that wood furring strips not less EXTERIOR WALL BEYOND ALL OPEN N�GSE'LS ABOVE WITH #5 VERT. DOWEL
than I" by 2 (25mm x 51mm) nominal dimension shall be GENERAL REQUIREMENTS II
permitted to be used over solid backing or framing spaced SEE FLOOR PLAN FOR Garage Door BUCik Detail 1N GROUT FILLED CELLS
not more than 24 o.c. (610mm) All work to be as per the current edition of the Florida Building Code VERT. STEEL REQ'MNTS. .p TWO COAT 1 x 2 P.T. FURRING 24'"o.c.
and meet or exceed all applicable local requirements. Galy. Cap
STUCCO FINISH
General contractor is responsible for all labor, materials, utilities, testing, OVER CBS
Wire Lath Attachment waste securingp
Galv
d all other costrelated to the completion of this prro'ect, unlessfex
p
I citly
PRECAST Pi eia.
p
Over WOOd framing the paper identified here.
RECESSED LINTEL l
ABOVE DOOR
backed Wire lath Shall be installed Owner is responsible for all municipal related charges such as impact
over one layer of approved plastic fees, and water connection, except building permit fees, which are to
be
Set ballard 12"
from appliance
house Wrap. Lath shall be attached included in the construction bid.
horizontal framing members With 1.5 „ General contractor to check all drawings for errors and ommissions arid
cc
N,
s-a
roofing nails and to Vertical Wood bring them to the attention of the architect prior to starting any work,
or
Galy. Collar,
framing members with 6d common ordering any materials of the respective division of work. If such error
nails or 1 " roofing nails driven to and ommissions are not reported in writingto the architect, any resulti
g
.damages or costs shall be born entirely by the general contractor.
penetration of not less then 3/4
i TOP OF DOOR
OPENING
„
of an inch, or 1 wire staples Architect is not responsible for the contractors method or means of
driven flush with the plaster base. construction.
Staples Shall have crowns not less General contractor is to keep the site in a clean and safe state throu
TRANSOM BEAM DETAIL
than 3/4 and shall engage not less out the course of construction. On building turnover, general contract
r to
than three strands of lath and clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
(4) 1/4 x 2 1/4 Typical Conc.
penetrate the wood framing members
Foundation
Tapoons
not less than 3/4". The fasteners must Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
Detail
BQIIar•U ,,1 Detail
penetrate the Wood framing members
TRUSS BRN_G. h
not less than 3/4". Fasteners shall be All plans and drawings are not considered complete until they have been
- -
7" O.C. maX,
reviewed and approved by the St. Lucie County Building Department
and the building: permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8" high ribbed galy. wire lath fastened to
SHEATHING NAILINGNOTES
Typ. Grout filled
Perimeter
Beam er meB er
Two Courses of Grout
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
Filled Cells along side
dia. head 6-o.c. max. edges to be tied and nailed at 9"o.c.
Nailing Pattern
wall of Raised Entry at
Install one layer of 15# felt to framing prior to installing ribbed lath
Nailing Schedule
` Exterior
Truss Hanger locations
INTERIOR WALL FRAMING NOTE
Zone 1: 8d at 6-o.c. field & 4"o.c. edges
Zone 2: 8d at4"o.c. edges & field
ROOF &FLOOR DIAGRAM
use sheathing
CBS wall
Zone 3: 8d at 4-o.c. edges & field
with #8 gun nails
at supported panel edges and #8
at 6" o.c.
gun
Interior non bearing walls to be 2 x 4 studs 24"o.c.
nails at 6-o.c. at intermediate support
.
Spruce, Pine, Fir (SPF) #3 Grade lumber or better
Pneumatic Nails
Truss Bottom
or metal studs (25 Ga.) Crimper may be used in
p y
#5 Vert. rebar
Cord
lieu of screws.
Pneumatic or mechanicaly driven nails will
ROOF SHEATHING TO GABLE
ND
RAME
be accepted under the following conditions:
Use #8 gun nails at 4-o.c.
BUCK ATTACHMENT NOTES
Min. nails size 8d or larger ring Shank with
_7Z
Min. shank diameter. .113
EXTERIOR SHEATHING
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
Min. Length: 2'
Use #8 gun nails at 4"o.c. at panel
ad
as
TO BLOCK WITH 1/4 DIA. TAPCONS INTO C.B.S.
Min. Head Diameter Full Round
and #8 gun nails at 4"o.c. at pa
el top
and
SET AT 6 FROM CORNERS AND AT 12" o.c. MAX.
Min. Ring Diameter .012 over shank dia.
bottom and 6"o.o in field
Min. 16 to 20 Rings per Inch
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
Note
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR "T" NAILS" 4" FROM ENDS AND 12-o.c.
Gan nails shall be permitted as an
Typ. Grout filled
Simpson Truss Hangers
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
acceptable fastener from any manufacturer
P erimeter $earn
See Connector Schedule
Wood screws meeting the same size requirement
THRESHOLD NOTE
may be used in lieu of nails without comment
At egress door (see floor plan) the max. hgth.
T rU S C,' Hanger
at CBS Wnil
3/4 INSULATION BRD. r
l
ON C.B.S. AND 1 x 2 bo
C:
FURRING 16"o.c.
0
p
11/z y4 P.T.' D.W.
U
FIRESTOP
.�
(D
4-J
(D
to
'v
0
GRADE 'v
V
N
F'1
4" 3000#FIBERMIX CONC.
0
OVER.006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
E+
Typical Wall Section
06
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 6"max. from corners & 13"max. o.c. Jambs: 6"max. from
NOA: 17-1212.21
S.H. Windows
7700
Lawson
Impact
corners 10"max. o.c. above meeting rail & 9"o.c. below meeting
rail & 3-each side of meeting rail.. Use 1/4- Tapeon with 1 1/4"
+38.7 -50.5
+/-60.0
embedment into concrete
NOA: 17-1212.13
Picture Window
6200
Lawson
Impact
6"max. from all comers & 12-max. o.c. along Jambs, Head, and.
Sill. Use 1/4"Tapcon with 1 1/4"embedment into concrete.
+34.4 -37.8.
+/-68.0
6"max. from all comers & 13"max. o.c. along Jambs, Head, and
NOA: 17-1212.05
Sliding Glass Dr.
9200
Lawson
Impact
Sill. Use (2) anchors at each location. Use a. cluster of four
+34.4 -37.8
+56.7 -65.0
anchors at each stile ends. Use 1/4"Tapeons with 1 1/4"
embedment into concrete.
Head and Sill: 5.75"and 11.75 from corners & 12.15"max. o.c.
NOA: 18-0503.06
French Door
2200
Lawson
Impact
Jambs: 5 "max. and 17"o.c. max. o.c. Use 5/16" Tapcon with
+34.4 -37.8
+/-76.0
1 1/2" embedment into concrete. '..
6" from corners & 14.5"o.c. at Jambs. Head and Sill 3" and
FL#: 20468.4
Swing Doors
Fiberglass
Therma-Tru
N.A.
7" from centerline: Use 1/4" Tapcon with 1 1/4" embedment
+34.4 -37.8.
+/- 50.0
into concrete
6" from corners & 14.5"o.c. at Jambs. Head and Sill 3" and
FL#: 20468.12
Swing Doors
Fiberglass
Therma-Tru
Impact
7" from corners & centerline. Use 1/4" Tapcon with 1 1/4"
+34.4 -37.8
+/- 50.0
embedment into concrete
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#:5444.1
Roofing
3 Tab
Certain Teed
1 1/4" long roofing nails (6) per shingle
-45.0
> -100.0
FL#: 15371.1
Overhead Door
Hurricane Master 824 /811
D.A.B. Doors
(1) 5/16- x 1 5/8-Lag Screw Full Tread Hex Washer Head at 11 "o.c.
+20.4 -22.7
+48.0 -52.0
0 U
date revision
drawn
a. 1.
checked
sj
date
8/6/2020
stele
as noted
job number
20018
shoat
A-5
of the threshold shall be
1 /2
FILE
Copy
Meter
Electrical Plan
scale: 1 /4" = V-0"
NICI
5/8' dia. x 10'-
long ground rod
Smoke detectors wired to 120V Bathroom lights
ELECTRICAL LEDGEND
Non Switohable; Non GFl
Electrical contractor to verify all equipment loads prior to
O
RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS
start of construction. Electrical contractor to recalculate
electrical schedule If loads are to be modified
SURFACE MOUNTED LIGHT FIXTURE
Fy
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SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
(��'
j. {.
Elec00
trical Notes
UNDER CABINET FLUORESCENT FIXTURE
`
N
O
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
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W
M
1. All loads to be checked by a Florida Licensed Electrician
CEILING FAN WITH LIGHT OPTION
L.W
2. All work to meet the National Electrical Code
COMBO.
CARBON MONOXIDE
O SMOKE DETECTOR
Z
lC
-a
O
EXHAUST FAN OUTLET
•
16-
LO
3. Calculations and panels below are for sizing conduit and overall
O MOTION SENSOR
ON SWITCH
Q
building load requirements only
THERMOSTAT
LL
C1,
ho N
4. All conductors to be copper; all insulation to be THHN. Conduit as
=0
DUPLEX OUTLET - SWITCHED ® DOOR CHIMES
•
W
aLO
follows: PVC below ground, Rigid from underground to service box
g
DUPLEX OUTLET
00
p
L- '
co
for exterior lights on building; AC, MC, or EMT conduit elsewhere.'
S® SMOKE DETECTOR
4)
n
me
220 V OUTLET
IZ
-
S. Ensure min. 36"" clear between equipment and disconnects; Typical.
-+ TELEVISION
Q
-J
CV
SWITCH
.Fi
-er
THREE WAY SWITCH TELEPHONE
-yro
DIMMER SWITCH Os PUSH BUTTON
v
NOTE:
RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F.
/{0.��
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W
a
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(3) #4/0 (THW) Copper
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
Q
;
and (1) #2 ground (THW) Wall
OUTLETS
THAT ARE NOT GFCI MUST BE AFCL
,...
copper in 2 galy. conduit
Cq
KN
TAMPER
PROOF'. RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
LO
PHASE
15 & 20 AMP BRANCH CIRCUITS
�\
W
W
Q
`>
Mir
OWNER
TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS
IN FIELD WITH CONTRACTOR
n'
W
Panel: 200 A.M.C.B. 200 Amp
I'd, 3W 40 Circuit Panel M
O
120/240 Volt
a.c.
(�
disc. (3) #4/0 (THW) copper
and (1) #2 ground (THW)
N
copper in 2 galy. conduit
>
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W
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<n
>
W
LO
Rcr
3/4" copper F.P.L. service
LO
1—
r
water pipe
r
L
r
GO
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a
00
��M/
CY
L.L
T
tie ground wire
to footing rebars
Electrical Riser. Diagram
Electrical Load Calculations
2604 Living S.F. at 3 VA
7812 watts
One 20 Amp Appliance Ckts.
1500 watts
Two Laundry Cir. @ 1500 watts
3000 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
Ref. @ 1500 watts
1500 watts
Three Baths @ 1500 watts each
4500 watts,
Future Pool
5000 watts
Total
41,312 watts
First 10 KVA at 100%
10,000 watts
Remainder at40%
12,525 watts
Total
22,525 watts
One AC Heat at 100%
10,000 watts
Total
32,525 watts
32,525 W / 240 V = 135.52 Amps
Use 200A Service
date revision:
dram
.j.
checked
&L
data
6/6/202(}
scale
as noted'
job number
20018
sheet
A-6
FILE COPY