HomeMy WebLinkAboutFloor Plana
H34
s.h.
L-1
25 s.h.
Safety
Glass
HB
IN
O
L-3
v
1
70'-0"
24'-0- 12'-8- 23'-4" 10'-0"
9'-6" 2`11 ""
4'-5" T-10" 4'-5"
1' X'2" 5'-9" T-10- 3'-10' 5'-5'
5'-7- 4'-5"
1`11- 16" 71
25 s.h.
Egress
L-1 25 s.h.
Egress
L-1
0
0�
o o a
oa
8""
oL
0
r
25
.
s.Porch
8"
4"
14'-0""
4'-0„ 4'
o
o
�
Bdrm.
9'-4" Ceiling
00
❑•
00--
l
9'-4„ Cing.
Al
O
oL
U "o
0
°'
I
L-6Master
p
O O
RJ
O
from FFE
8"
Co
3 0„
Seat
0
2680
Pocket
12'-0'
22680inl
Header
at 96'"L-1
Glass
on 42" Tall
Wall
3'-3' 3'
N
8"
Cafe
9'-4" CeilingODA
T-8"" 5'-0"
o
I
25 L-1
s.h,
25
s.h.
25L-1Temp.
s.h.
4""
❑'
cc
..
FL-]5
20'-0"
❑'
❑'
°'
I
4"
°
p�1'-5_rT-4"at
400'"
4'
11Header
96" o
x 72"" �
Tub
Tub Unit
9'-4"
Cing. itlu�
--------------
h
1
II
Bdrm. 2
9'-4" Ceiling
°
'
i
'
28f10
10 0
o �
P.
9,_4„ co
Cing.
Q �
do o
Range &
Exh. Hood
VTR
I
;n
Walf
Oven
d.w. i
I
(
� I I I
❑I;
i I
i
I'
12„
Kitchen
9'-4 Ceiling
Ref
Header water
at 96- nein
Family
11'-4" Ceiling o
�
5'-8'" 12"
Header
at 96"
----------
i o
F.
"Pocket9'-4
Cing. �6Cing2680
T-6- 8'-6"
26
°
o
00
N
�I
n M
r Header
M 1 I at 96"
D o
I
2080 P
Lry�gp
2880
Pock 00
9'-49'-4-
2880
o
o
v.t.w.
Lnd.
9'-4""
w. Cing.
I
.
❑
0 o Bollard
Rl1 batt insul.
adi. walls
—
A H U�
Attic
En
n
T-8"
o
N �
o
No
---
—
1'-6"' 3'
0' 1
8"
9'-8"
IT-0-
12
12'-0_
N T-8"" 2'-0"' 8-4-
T-6""5'-6-fZ-8-
1'-8-il
I
I
I
I
>
0
N
22.5 x 54 Attic
Access with
Ladder
`�
Header I
at 96"
II
Dining
9'-4" Ceiling
I
11100
v
Bdrm. 4
9'-4 Ceiling
°
n
o
mN 1
p
(]
0
00
L-4
1
8
23 8"'
o
L-1
--
Bdrm. 3
9'-4" Ceiling
o
.. o
a o ••
[ill
0
8"
I
26
s.h.
26
s.h.
-- --
26 es
Egress
E.
9'-4" Ceiling
from FFE
26 s.h.
L-1 Egress
I -1
❑
0
o Garage
9'-4" Ceiling
-
_-
----
---� -
=- �_
0
from FFE
12'-0'"
8"
L-9
L-9
8"
0 0 0 0do
do
26
L-1 s.h. o 0 0
0
Ell01
❑26
L-1
s.h.
26 s.h.
Egress
L-1
5'-9'"
6'-9-
6'_9„
1'-8-
2'-5'
4'-2„
2'-5'"
1'-8"
T-6"
3'-6""-
2'-5'"
4'-2'"
2'-5'"
1'-8"
11'-6-
13'-6-
12'-4"
T-0"
12'-4"
6'-8"
T-8"
25-0"
31'-8-
IT-4-
floor Plan
Scale: 1/4" = 1'-0"
Project Data
Design Loads
.
U
Project Name: Robert Hall
Roof Live Load: 20.0 p.s.f.
Street Address: 12793 W Angle Rd.
Wind Speed: 160 MPH
~
City: Ft. Pierce
Wind Importance Factor: 1.0CLN
County: St. Lucie
Building Category: 11
00
State: Florida
Wind Exposure: C
0
rn
Internal Pressure Coefficent:.18
Z
co
Structure Designed: Enclosed
0
0
_J
U-)
Scope of Work
Soil bearing capacity: 2000 p.s.f.
--
New One level CBS
Area Tabulation
7
w
o
LO
oo
O0
M
Single Family residence
Living: 2656
Q
J
li
CN
Building Code
Garage: 625
_
Q
`°
Porch: 304
to
l—
_M
L-7
2020 Florida Building Code: Residential
Entry: 213
UJ
n
2017 National Electrical Code: NFPA 70
(�
w
>
O
Total: 3798
V
Building Data'
W
o
Occupancy Type: Group R
Total Cubic Volume: 25,726.4 c.f.
N
M
Construction Type: V
N
Number of Stories: One
4-J
Project Area: 3798 s.f.
(n
Climatic & Geographic Design Criteria
CU
25 s.h.
Weathering: Negligible Termite Area: Very
Heavy
Egress
F-
;
L_1
Flame Spread Index & Smoke Developed
Index
w
Insulation Flame Spread: Not to exceed 25
\cci
/ ~
.�
,�,
N
Insulation Smoke Developed Index: Not to exceed 450
_
O
W
Wall Finishes: Not greater than 200
U
O
O
z
00
25
Ceiling Finishes: Not greater than 200
Q
LU
(�
N
r
s.h.
Egress
M
00
L-1
c")
r-
Cast Crete Lintel Schedule
All Rebar to be #5 Grade 60 min.
CD
0
I I
io
L-2 0
ZN
H34 s.h.
Safety
Glass
in
in
H34
s.h.
HB
T
bd
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6-
6113
1580
2724
550
8F16 16/1T
L-2
T-8"
6113
408
3079
70
8F16 1B/1T
L-3
1T-4"
1326
855
732
430
8F20 IB/2T
L-4
8'-4-
1568
1322
931
478
569
8RF14 1B/1T
8RF14 1B/1T
L-5
T-6"
2459
860
1462
L-6
4'-4"
5206
320
2635
105
8RF14 1B/1T
L-7
3'-8"
6113
250
3079
100
8F16 16/1T
L-8
16'-0"
950
252
404
277
8F16 1B/2T
L-9
11'-4"
1366
173
798
33
8F16 1B/1T
L-10
10'-4"
1 1533
173
914
33
8F16 1B/17T
Min. Beam depths shown, beams may be increased without comment
At Lintels over 24 deep provide (1) #4 vertical rebar tied to Horiz. steel at 24"o.c. along length of lintel
Narmy
d Ps r bar
8F16-1 BAT
rmi
q4�a: �a�nv a, as�
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 raper 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 0476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Reber per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM 090 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.
4VIEWMPII CE°
CODE CO
ST• �uCIE COIDNT`t
BOCC
w
U
Z
uJ
�
�
L
w
li
,
J
C0
U
Q
71
J
U_
A_
0
w
J
Z
drawn
s.l.
checked
$1
date
1/42/22
scale
as noted
job number
21074
sheet
A-1
as
I
in
O
cn
0
T
M
T
'v
0) T
u'v
0
I
co
4" 2500#
conc. pad
70'-0"
24'-0-
IT-8-
23'-4"
10'-0_
5'-0- 4'-8"
3'-10"
T-8"'
4'-10"'
2'-6"'
3'-10" T-10"
2'-6"
V-4"
6'-10" 4'-0-
T-10" T-10"
3 _6^
3 _y" 4'-0"
15"
1'-4'
p O
O F-1
1
I O I O
16" 2'-6"'
— —
1 28- x 28" x 18"
F-1
0
❑ ❑
❑ ❑
❑ ❑
Pad Ftng. with
(1) #5 rebar 6""o.c.
I
❑
F-1
F-1
❑
'
Each Way
8r11
--m -----
------
-- -- --
�F-1
-Ell
❑
O O O
Fk1 2
L o
O—
1
—o —
30" x 30" x 18
—F-1
— —4
'
°'
F-1
Pad Ftng. with
a
v
1
1
(1) #5 rebar 6"o.c.
Each Way
1
T
T
XFT
•,e
❑
I F-214'-0"'
5'-4'"
12'-2"
5'-10"'
-4"
I
1
Ell I
Lao------•.
1-2 0-- -----
�-
11
F-3
--
1
o I
I
I
8" T-0"
1
Ir
1
I
Iio1
0
4
I
I
F-1
M
(
t
o
F-11
N
I
bo
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
1
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
O
— — — — —
— — F-3 — —
— — — —
—
—
ASSUMED F.F.E. 0.00'
F-4
43
24" x 24" x 18'"
Pad Ftng. with
I
I01
p
(1) #5 rebar 6"o.c.
Each Way
1
I
�
8"'
22'-6"'
12" 1
(
I'
Slope 2"_
I
4F13
Slope for
Garage Dr.
I
30" x 30" x 18"
Pad Ftng with
—
— — — —
1
F-2
�
(1) #5 rebar 6"o.c.
�
1
Each Way
I
J
L--
-----JF-2
-4" F-2L--------
F-1
N
I— o o F-2 ..
[nil o
M o o
.. F-2 o r
o
28 x 28" x 18"
1
0
0
Pad Ftng, with
(1) #5 rebar 6 "o.c.
14"'
o
0
L
Each Way
2„ $^
N
to
r
F-2I
24'" x 24" x 18"'
I
co
'
Pad Ftng. with
F�4
(1)#5rebar 6"o.c.
—
— — —
— — — — —
— — — — — -- —
—
❑
F7Each Way
I M— p
F-5
p
F-5
F-5 0—
p
1
14 ----F-4
---11
I
O 0 0 OF4
00�--
F-1I
---
__
F-4
—
—J
c'
Concrete Steps
---- ---
F-1
rol
5011
IF±110
4'-10" V-84'
4'-0-
12'-4"'
4'-0- 111 1'-8 ,
1'-8 '1 4'-0- 4'-0" 1'-8"
T-0'" 12'-4"
IRRI
o
4'-9" T-10"
4'-9"'
a
T-10"
T-10"
T-10"
4'-10"
T-10'"
1 V-6"'
13'-6"
25'-0"
31'-8"
IT-4-
Foundation & Footing Plan
Scale: 1/4" = V-0'
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
Dowel Rod Repair Note
In the event vertical steel has been omitted from the down
pour locations, drill 5" into concrete (no closer than 3 3/4"
from edges and 5' from ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy to
anchor the #5 rebar in place. Use either "Hilti C-100" or
Simpson Epoxy -Tie.
FORMWORK & SHORING
�M
a
Cn
ih
No structural concrete shall be stripped until it has reached
at least 80% of the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores
shall meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of
constructic)n. A formboard survey shall be submitted to the building
department for approval prior to pouring concrete.
F-1
F-3
18" x 18" mono. footing
8" x 8" thick edge
with (2) #5 rebar cont.
with (1) #5 rebar cont.
4
4 4"
13"
4
8„
18 ;
MONO. EDGE FOOTING
EDGE FOOTING
F-2
F-4
18" x 18'" mono. footing
with (2) #5 rebar cont.
18" x 18" mono. footing
with (2) #5 rebar cont.
8",
4- 4""
4"" slope
4"—
4„
14'
14"
18"
STEP FOOTING
CURB FOOTING
v
F.F.E
slope
#5 Rebar
12-o.o-.
#5 Rebar
Typ.
Typ.
Nosing
10"' 1"
Typ. Cast In Place conc.
Steps with 3000# mix
v
W
Conc. Step Detail
Entry
100.0 F.F.E. _
'v
(2) #5 Top
(2) #5 Middle
(2) #5 Bottom
F-5
1 $e
Riser Hght. not
to exceed 7 3/4"
r
-25"
#3 Vert. 16"o.c.
Driveway
- -25-
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6- x 6- 10/10 VVWM provide 1- coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
All 90% hooks are to be extended 10" minimum beyond the turn.
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.
Minimum coverage for rebar shall be 3" in footings and 1 1/2- in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1 /8" per foot for drainage
U
e®®
0
w
00
M
�R
V
z
M
C)
_J
to
bb
N
W
(1
i
I
. N
a)
a
co
r
N
Q
-I
U�
4
r
v
• Vi
F-
z
U
N
a
N
(�
U_
LU
O
1
N
w
k,
W
U
LUQ
r
rn
f4
'C
uo
�
N
=
O
T
r
O
Z
co
IX
N
�/
Q
LU
N
r
v
�
�
M
..1..
T
W
z
LLJ
0
�tll;m
:'.
0
c�
4�
s
a
J
Q
�
+j
00
LU
0
z
drawn
61
checked
A.
date
1/12/22
scale
as noted
job number
21074
sheet
A-2
LL_
III
LL�'111
�
it
Rear Elevation
Scale: 1/4- = V-0"
Two Coat Stucco
over CBS block
27" x 27" ""Blacked
Weep Skreed
Product Approval Affidavit Form
Category
Subcategory
Approval
Numbers
Manufacturer
Model Number
Glass
Type
Attachment Method
Building Design
Product Rated
Pressures
Design Pressures
EXTERIOR DOORS
Head & Sill: 6- from corners. Jambs: 6" from corners and
Swinging
FL#: 17184.17
Plastpro
Fiberglass
Impact
14"o.c. max. Use 1/4" dia.Tapcons with 1 1/4" embedment in
+33.5 -36.3
+50.0 -55.0
concrete
Swinging (French)
FL#: 17184.2
Plastpro
Fiberglass
Impact
Head: 4" from corners & 51" & 9" from center. Jambs: 4"
from corners and 18.5`o.c. max. Use 1/4" dia. Tapcons with
+33.5 -36.3
+50.0 -55.0
1 1/4- embedment in concrete
Garage Overhead
FL#: 15371.2
DAB Door Company
Hurricane Master
824/811
N.A.
- -
Flag Bracket Angle (3) total 5/16x 1 5/8la g screws. (7) total
+27.9 -31.2
+36.0 -44.0
Bracket T-0"" height (1) 5/16"" x 1 5/8` lag screws per bracket.
WINDOWS
Head & Sill: 6" from corners and 15`o.c. Jambs: 6- from
Singlehung
FL#: 239.2
PGT
5500
Impact
corners and 14" o.c. Max. 4" from meeting rail.
+33.5 -44.8
+50 / -50
Use 3/16" Tapcon with 1 1/4" embed. into concrete
Head & Sill: 6" from corners and 8"o.c. Jambs: 6- from
Fixed
FL#: 243.5
PGT
5520
Impact
corners and 8' o.c. Use 3/16" Tapcon with 1 3/4-
+33.5 -36.3
+/- 70.0
embeded into concrete
ROOFING PRODUCTS
5V Crimp Roofing
FL#: 17443.1
JA Taylor
5V Crimp
#9-15 or #10-14 x 2- Long wood screw with washer at
-57.5
-69.25
each Rib 16""o.c.
Underlayment
FL#: 9777.7
Owens Corning
Weat
Specialtycialty
Direct Attachent to plywood
SIDING
FL#: 13192.2
James Hardie
Hardie Plank
Fasteners shall be ET&F block nail .30 Head
dia..14 Shank dia. and 1 1/4- long. 21-o.c. maK,
-50.0
-92.0
Impact Shutters
Two Coat Stucco Finish
over paper backed wire
lath over House Wrap
over 19/32" c.d.x. plywood
fastened as per Nailing
Schedule
PLUMBING NOTES:
5V Metal Panels over Peel &
Stick underlayment on
22'-0" 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
U 12 Galy. Drip Edge
Spray Foam ��aries over 1 x 3 p.t.
Insulation � r /
9'-4-
2 x 8 R.S. Pine
1 x 4 p.t. Fascia Board
Firestop
Stucco Soffit Over
Two Course Perimeter High Ribbed Wire
Beam with (1) #5 Rebar Lath
in each course, Filled Install one layer of 15#
with Grout felt to framing prior to
installing wire lath
1 x 2 p.t. furring 8 x 16 x 8
0.00, strips 24"o.c CMU Typ.
with R4.1 Foil
insulation
Light Textured
1/2r' d. . Stucco Finish
#5 Vert. rebar in I Lap Siding Look
grout filled cell Stucco Pattern on
See Floor Plan Front Elevation
for Locations 6 1/2„ Exposure
I
4" 3000# Fibermix Conc. #5 Vert. Reber with
on .006 Vapor Bearier on i ( 10�" Hook and 30-
Clean, Compacted, Termite ! Lap. Tie to Vert.
Treated Fill Rebar In Cells
a
J
0
M
i I
I
0.00' F.F.E.
Grade
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.
(2) #5
Rebar
1'-6-
o
Typical Wall Section
SINK
2" AUTO
VENT
SINK
2- v.t.r.
v.t.r. 2„ v.t.r.
2"
LAV2"v.t.r.
I .11
LAV
LAV
3"" e
W.C. 2"
2 rue
lI w.c.
U SHWR 3
2„
3""
3„ 4„
c.o.
4„
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot waterlines
Plumbing Riser Diagram
to sewer
system
V
C
r=-r
Q
rr
00
O
LLJ
M
z
C7
_1
CD
U-
co
_
wt
'N
LLJ
i
I
L0
CI
d
o
(D
®
J
LiJ
^
04
Q
r
v
• _
I
�
co
v
z
o-
EE
(�
LL,
'
O
.J
N
LO
Lu
O
rn
VJ
ICU
iv
U
Lu
Q
LO El
LO
r
h
00
O Zry
i
jr
Q
w
00
LLI
z
LU
o
:^
UJ
:0
c
U
J
Q
L
J
LL
Z
w
J
c�
z
D"
drawn
.J.
checked
s.l.
date
I / 2/22
scale
as noted
job number
21074
sheet
A-3
Left Elevation
Scale: 1 /4- = 1'-0-
Hardie Plank Siding over
House Wrap over 19/32"
Roof Plan
Scale: 1/8" = 1'-0" 4'
Right Elevation
Scale: 1 /4"" = 1'-0"
Wind Zone - Roof Plan
Wind Zones - Walls
U
C.
00
M
W
M
�J
Z
J
tc)
C7
LL
cn
W
N
U
L
Ids
W
0)W
Q
.N
N
.V'
Q
N
v
U
Z
a
o
U
W
>
J
N
LO
0
W
0')
>
N
U)
W
<
1h^
LO
U
o Cz
00
r
o Z
I
N
_
Q
r`
00
�co
L.L
M
T
W
U
Z
W
0
m
�
z
LL1
ILL
i
0
U
Q
LL
L
�
J
N +)
W
J
0
Z
7W
drawn
S.I.
checked
..I.
date
1/22/21
scale
as noted
job number
21074
sheet
A-4
Connector Schedule
Truss
Bearing
Truss
Connector
C"ty'
Connector
Fasteners
Point
Uplift
ID
Uplift
HETA20
1
1810
(8) 10d x 3 1/2"
A01 GE
39
2544
(7) 10d x 1 1/2-to
2 Ply
MTSM16
1
830
Truss & (4) 1/4-x 2 1/4-
Titen 2 screws to CBS
HETA20
1
1810
(8) 10d x 3 1/2-
A06
17
2646
(8) 10d x 1 1/2-to
1 Ply
HTSM16
1
1110
Truss & (4) 1/4-x 2 1/4-
Titan 2 screws to CBS
HETA20
1
1810
(8) 10d x 3 1/2-
A07
17
2414
(7) 10d x 1 1/2-to
1 Ply
MTSM16
1
830
Truss & (4) 1/4`x 2 1/4"
Titen 2 screws to CBS
10
5359
(1) 5/8- ATR Drill &
B03GR
MGT
2
7930
Epoxy with 12" min.
Embed. & (22) 10d
3 Ply
17
4876
to Truss T YP• each
fastener
10
5098
(1) 5/8- ATR Drill &
Epoxy with 12" min.
D04GR
MGT
2
7930
Embed. & (22) 10d
3 Ply
17
4944
to Truss Typ. each
fastener
K04GR
7
2011
HETA24
2
2365
02) 16d x 3 1/2"
2 Ply
All Other
Trusses
Each
<1810
HETA20
1
1810
(8) 10d x 3 1/2-
to CBS
Brng.
All Other
Trusses
Each
<990
MTS16
1
990#
(9) 10d x 1 1/2"
Brng
to Frame
Valley
Supporting
Framing
(4) 10d
TYUSSOS
<250#
VTCR
1
370#
Valley
(3) 10d x 1 1 /2
Truss
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 spec's.
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.
2 x 4 blocking at 4'-O "o.c.
starting from ridge between
both top and bottom cords
for two truss spaces from
gable end
See truss shop
drawings
(2) 1
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 Titan screw to C.B.S.
and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs.
2 x 4 diagonal „X„
bracing at 8'-O"o.c.
starting from ridge
with (3) 12d each
end -\
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span. Nail with (2) 16d
each truss btm. cord
trusses 24"
see layout
Continuous 2 x 4 bracing
fastened to beam with
5/8" x 6- wedge bolts
with 1/8" x 2" washer 24"o.c.
Fi cr-„ racin I_Jetc-N
Galv. drip edge
min. 4" lap
1 x 3 p.t. over 2 x 6
Paint Grade Fascia
Gable end truss
by truss mfgr.
19/32- c.d.x. plywood
with 8d nails 4"o.c.
Cover with House Wrap
2x „L„ web stiffener
as required by the
truss mfgr.
"Simpson" HETA16 truss
to bond beam with (14)
10d x 1 1/2-
located at each truss
vertical
Concrete Bond
Beam
Scale: 1/4" = V-0"
A ttic; "gents rculation
ENTRY, PORCH, and GARAGE
Attic Area: 1142 s.f. / 150 = 7.6 s.f. required.
soffit area = 94.0 I.f. x 1.3 = 122.2 s.f.
Venting Provided:
8 x 16 soffit vent: 85 sq. in. each vent
14 Vents along overhang = 1,190 sq. in.
1,190 sq. in. / 144 = 8.2 s.f.
Total Ventilation Provided: 8.2 sq. ft.
I I -t l✓L V.
j9`4°' PT. IT.
U
i.i
00
M
W
co
�i_
V
Z
J
Lo
a
LL
C'0
W
u7
•(D
W
L.
y
op
N
J
.N
Q
�
v
U
d
Z
L
O
U
W
>
O
W
M
^'
W
'4-)
v )
fi
~
9
010
W
~
N
U
T
O
00
O z
�a
Nv
�
o0
M
r
W
U
Z
W
N
_
W
U-
X
. -i
>�
4-+
U"
U
Q
3
W
J
Z
A
drawn
$1
checked
s.l.
date
1/12/22
scale
as noted
job number
21074
sheet
A-5
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, Al18.1, A118.3, A136.1, & A137.1. Fiber mat reinforced
backer shall be used behind wall applied ceramic tiles in the tub
and shower areas and conform to ASTM C1325. Per Durock,
cement board exceeds ASTM C1325.
Gypsum Note
Gypsum board shall conform to ASTM C22, C475, 0514, C1002, C1047
C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential
code. Per USG, Wallboard conforms to C1396.
Gypsum Board & Gypsum Panel Products
Gypsum board and gypsum panel products shall be applied
at right angles or parallel to framing members. All edges and
ends of gypsum board and gypsum panel products shall
occur on framing members, except those edges and ends that
are perpendicular to the framing members. Interior gypsum
board shall not be installed where it is directly exposed to
weather or to water.
Wall and ceiling gypsum board shall be fastened with screws
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"" (1mm) thick shall be Type S in accordance with
ASTM C1002 or bugle head style in accordance with ASTM C1513
and shall penetrate the steel not less than 3/8" to 0.112"
0mm to 3mm) thick shall be in accordance with ASTM 0954 or
bugle head style in accordance with ASTM 1513. Screws for
attaching gypsum board or gypsum panel products to structural
insulated panles shall penetrate the wood structural panle facing
not less than 7/16"o.c. (11.1mm).
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, 01278. 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
Class 2 vapor retarder in a shower or tub compartment. Cut or
exposed edges, including those at wall intersections, shall be
sealed as recommended by the manufactuer. Water resistant
gypsum backing board shall not be used where there will be
direct exposure to water, or areas subject to continuous high
humidity.
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
shall comply with AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
and ASTM C955, Section 8.
Wood Framing Note
Wood framing supporting gypsum board and gypsum panel
products shall be not less than 2"" (51mm) nominal thickness
in th least dimension except that wood furring strips not less
than I" by 2" (25mm x 51 mm) 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
than 3/4"x and shall engage not less
than three strands of lath and
penetrate the wood framing members
not less than 3/4". The fasteners must
penetrate the wood framing members
not less than 3/4 Fasteners shall be
7"r o.c. max.
2- dia.
Pipe
Set ballai
from app
Galy. Cc
(4) 1/4" x 2 1/.
Tapcons
Cap
ypical Conic.
roundation
Bollard Detail
2 x 4 bottom cord bracing
Bottom Cord Lateral Bracing
8" x 16" C.M.U. WITH CELLS FILLED
.....
WITH GROUT & (1) #5 VERT,
..'.r.'�..
DOWEL
P.T. 2 x 6 AT O 3 SIDES OF
3
OPENING, FASTEN TO BLOCK
AS NOTED.
x
DOOR SIDES
1/2" x 6" REDHEADS WITH MIN.
2- x 1/8-WASHER 12" FROM ENDS
AND 24"o.c. MAX.
DOOR HEAD
1/4- x 2 3/4- TAPCONS STAGGERED
O
24"o.c,
cr
o
OR 5/8- x 6- Redheads with
Min. 2- x 1/8" washer 12" from
ends and 28"o.c. max. OR
1/4" x 1 1/4" min. embedment
spaced at 7 1/2"o.c. with I" O.D.
washers spaced bottom anchor
at 3 1 /2- from bottom of 2 x 6
and top anchor at least as high
as the door opening.
Garage Door
Buck Detail
Alum. window
frame
3/8"" continuous bead of
caulk (back bedding) behind
shim to prevent liquid passage
1/4" struct. shi
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish
Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
precast
cone. sill
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
rwirdow sill
Typical Precast Conc. Sill Detail
3/8"" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
Treat the Masonry opening
Jambs, Head, & Sill with LWM200
Liquid Applied Waterproofing--\
00
M
CBS
Min, 1 1/4"" embedment
° v at windows and min.
° ° 1 1/2" embedment at
Q a ° ° sl. gl. doors
a a
° 1/2" drywall
stucco finish
perimeter caulk
Attach p.t. bucks J
with 8d coil nails at
12"o.c.
Typ. Alum. window .
jamb or sliding glass
doorjamb
1/4" max. struct. shim
caulk
attach as per
manufacturers
product approvals
NOTE: Method of attachment and Gunable sealants shall comply with
waterproofing procedures are the ASTM C 920 Class 25 grade or
same at poured concrete sill. greater for proper joint expansion
and contraction
Coat Bucks with LWM200 Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
STEP 3
Apply Horizontal Peel &
Stick Fashing over —
Flange. Extend flashing
back full width of framing
Window Flange Secured
to wood framing as per
manufacturers recomen-
dations
TYVEK Building Wrap
at wood frame locations
STEP 2
Apply Vertical Peel &
Stick Fashing over —
Flange. Extend flashing
back full width of framing
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type II) with 4- min. side and
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.
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
19/32- plywd. sheathing or equal installed with staggered joints & GI clips,
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.
All roof trusses are to be pre -manufactured assemblies provided by
a licensed wood truss fabricator with separate drawings and data
prepared for actual project conditions by a Florida registered
professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabrication
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
drawings and data.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
Splitting or cracking of structural components due to installation of
hardware is not permitted.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
standard practice.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS
TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 1/4" EMBEDMENT
INTO C.B.S. SET A 6" FROM CORNERS AND AT 12"o.c. MAX.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR ""T" NAILS" 4- FROM ENDS AND 12-o.c.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
SHEATHING NAILING NOTES
Nailing Pattern
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
Zone 2R, 2E, 2N: 8d at 4"o.c. edges & field
Zone 3R, 3E: 8d at 4"o.c. edges & field
Pneumatic Nails
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions:
Min, nails size 8d or larger ring shank with
Min. shank diameter:.113
Min. Length: 2-
Min. Head Diameter:.280 Full Round
Min. Ring Diameter.012 over shank dia.
Min. 16 to 20 Rings per Inch
Note
Gun nails shall be permitted as an
acceptable fastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailing Schedule
ROOF & FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6-o.c.
at supported panel edges and #8 gun
nails at 6"o.c. at intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Use #8 gun nails at 4 "o.c.
Wood Frame wall EXTERIOR SHEATHING
Use #8 gun nails at 4"o.c. at panel edges
c� and #8 gun nails at 4" o.c. at panel top and
........::t-`-i:::;i, bottom and 6" o.c. in field
STEP 1
Wood Frame
Wall
L6-
Apply Sill Peel & Stick
Fashing over Flange.
Extend flashing back
full width of framing
Frame Wall
Window Flashim
Wood Frame
Wall
THRESHOLD NOTE
At egress door (see floor plan) the max, hgth.
of the threshold shall be 1/2""
corner bars at beam
(outside only) (2) corner
bars at footing (min.) —
vert. dowel lapped with
wall reinforcing, all
laps 30" (min.) in grout
filled cell
0
z
9
all comer bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30 in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1 " concrete cover, or as follows:
BOTTOM TOP SIDES
Beams: 1 1 /2"" 1 1 /2" 1 1/2-
Slab on Grade: 1 1/2"" 1"" _
Structural Poured: 3/4"" 3/4"" _
Poured Walls: _ _ 3/4""
Slabs exposed
to the weather 3/4"" 1-
Reinforcing steel shall be detailed and fabricated in accordance
with the ""Manual of Standard Practice of Detailing Reinforcing
Concrete Structures"" and the current "ACI Building Code 318""
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
No slump over 5" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
Column Footing and Wall Footing: 3000 p.s.i.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000 p.s.i.
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work.
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
drawings by a registered Engineer.
(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
structural components with hurricane anchors for wind uplift.
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.i. with 1/360 max. deflection.
All bolted connections shall be 1/2"" Cadmium plated or better.
Lag bolts to be used only in shear connections with minimum
4" threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
GENERAL REQUIRLENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here,
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
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
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.
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
7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to
framing members with No. 11 guage nails with 1 3/4" embed. with 3/8"
dia. head 6""o.c. max. edges to be tied and nailed at 9""o.c. Provide one
layer of 15# felt to framing prior to installing wire lath.
INTERIOR WALL FRAMING NOTE
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
U
00
M
ItT
Q.
M
U-
O
a;
L.
LU
Z
i
U
D
Lo
to
bb
N
L
Q0
'F
QLL
LO
o^o
N
Q
J
C
�
r-
.N
Q
.
U
H
p
CU
Z
V
C)
0
0
N
O
W
M
0
'
O
O
�
vJ
N~ >
(UuJ Q^
a ~ Ln C4
CU�.
TZ
�oZ 00
—� w^
NN� Qcu (�
L.I. co
co
r
W
U
Z
uI
0
--
(v
LLI
U
p�1
6�A�w
U
Q
J
LL
3>®
w
U)
w
J
0
Z
N
drawn
s.l.
checked
s.l.
date
1/12/22
scale
as noted
job number
21074
sheet
A-6
Electrical Load Calculations
2656 Living S.F. at 3 VA
7968 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. @ 1500 watts
1500 watts
One Range
8000 watts
One Dishwasher & One Disposal
3000 watts
One Microwave @ 2000 watts
2000 watts
One Water Heater @ 4.5 kw
4500 watts
One Wall Oven
8000 watts
One Dryer @ 5 kw
5000 watts
One Ref. @ 1500 watts
1500 watts
Three Baths @ 1500 watts each
4500 watts
Total 48,968 watts
First 10 KVA at 100%
Remainder at 40%
10,000 watts
15,587 watts
Total
25,587 watts
One AC Heat at 100%
10.000 watts
Total
35,587 watts
35,587 W / 240 V
= 148.2 Amps
Use 200A Service
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GF1
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
(3) #2/0 (THW) copper
and (1) #4 ground (THW)
copper in 2 galy. conduit
Panel: 200 A.M.C.B. 1200 Amp
1 �d, 3W 40 Circuit Panel
olt 120/240 V
disc.
5/8"" dia. x 10'-0' �
long ground rod 3/4" copper
water pipe
8'-0"
(3) #2/0 (THW) copper
and (1) #4 ground (THW)
copper in 2 galy. conduit
Wall F.P.L. service
[[ma�yy / (if overhead
/ service)
(3) #2/0 (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
Electrical Riser Diagram
ELECTRICAL LEDGEND
jO RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS
-E: i- SURFACE MOUNTED LIGHT FIXTURE
F----♦--iT� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN
EXHAUST FAN OUTLET DOOR CHIMES
bTHERMOSTAT SD SMOKE & CARBON
MONOXIDE DETECTOR
$ DUPLEX OUTLET - SWITCHED
-I+ TELEVISION
DUPLEX OUTLET
220 V OUTLET TELEPHONE
-yl- SWITCH
PUSH BUTTON
�Y THREE WAY SWITCH - DIMMER SWITCH
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 RECEP-T ICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
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
To Switch Scale: 1 /4- = V-0""
at Foyer
U
00
4.�
M
ftt
M
LL
O
y
1_
LU
Z
i
LO
lqf
b
N
a
LL
cc
.N
W
Q
w
pC
r
C
N
®
J
n
Q
~
LE(i3
Z
U
O
W
—)
w
o
�
w
CU
0
C)
a)
O
co
�!4 ^J
VJ
co
Q)
co
U
w
Q
rn
Lo �
N
�Uo
co00
o Z
LLJ
�a
W�
OD
T
W
U
Z
W
m
0
L
O
W
Li_
J
a�
O
C
O
L.L
U
Q
LL
L
J
w
J
C7
Z
Cn
drawn
sJ.
checked
ed.
date
1/12/22
scale
as noted
job number
21074
sheet
A-7