HomeMy WebLinkAboutTYPICAL WALLc
V
40'-0"
23'-0"
12". I1'-01,
--------------------------- ----------------
101-01,
)0 Cog
2680
31_.111 _ 131.011 '^ 7'_311
D►o�,00 Porch
10'-0" Ceiling
from F.F.E. It
H34 s.h. 6080 Door
Safety & (2) 14"
Glass Sideiiites
' B
10'-01,
Ceiling
40"
ed
�n 31_Q"
6'-0"
Ma tster Bdrm.
0
10'-0" Ceiling o0
lbw
15'-0" 1211 /
8'-2"
36 s.h.
Egress
16'.4"
7-311
10'-01,
6'-2"
T-10"
25
s.h.
11'-0"1JVJ
UXIoX
25 N Dining
10'-0" Ceiling
Irt[�7lM�.1/ i i `r
y l Great Room4,A
6/12 Pitch Vault Ceiling 05
I I I I
I I I l o
Gas -- ----tr----- --� ---
114" gi_5"
XIbX�
I b��
I I 2'-611
I I I I I I L 1 1
I I I I 1 1
I I I I I I
10 �r
cn I I I I I I
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T-811
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-0"
Kitchen;
? 6/12 Pitch
`^ Vault Ceilin
g11
1 i I
M 12
N
Cing. Ip�IOX�
Study 1 / I
10'-0" Ceiling LLA
I ►1
1
3080 Door 1'.'-0" I TA
& (21 14" M 12 I
Side 'tes a?
36 s.h.
Y Egress 5
(V ry
Entry
10'-0" Ceiling
from F.F.E. _
O
-------- ----------------------- ----------------
1" 3'-6" :;'-6" 11" 5'-11" 6'-1011 11
71_0
n 131_8"
fV
O
71 4'-84' 3" 1 4'-881
OwAil
1 u
15'-0" V
Bdrm. 3 n
10'-0" Ceiling
36 s.h.
Egress
22'-0"
10'-111,
Carport
10'-0" Ceiling
from F.F.E.
1
Gas Tankless
Water Heater In'
�MMMM �i j
r
Bdlrm. 2
10'-0" Ceiling
64" 61411
20" x 40"
Fixed
Safety
Glass
7'_31 81_211 3'-11" 4'-9"
16'-4" 8'-8"
25 s.h.
Egress
o
N
Project Data
Building Data
Project Name: T.B.D.
Occupancy Type: Group R
Street Address: T.B.D.
Construction Type: V
City: Ft. Pierce
Number of Stories: One
County: St. Lucie
State: Florida
Building Code
Scope
of Work
New One level CBS
2017 Florida Building Code: Residential
Single Family residence
2014 National Electrical Code: NFPA 70
Design Loads
Area Tabulation
Roof Live Load: 20.0 p.s.f. Living 2603
Floor Live Load: N.A. Carport 484
Wind Speed: 160 MPH Porch 288
Wind Importance Factor: 1.0 Entry 191
Building Category: II
Wind Exposure: C Total 3566
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Foam
10'-0"-11� T.O.B. - — -
5/811 d.w
1 x 4 p.t.-.//
Firestop
Two Course Perimeter
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
strips 24"o.c. —�
with R4.1 Foil
insulation
1/2" d.v
#5 vert. rebar in
grout filled cell
See Floor Plan
for Locations
4" 3000# Fibermix Conc.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill
o
0.00'-�O-- _- FT
5V Crimp Metal Roofing
over Peel & Stick on
19/32" cAx. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Others
by
See Connector
Schedule
12
Q6
Drip Edge
over
over 1 x 2 p.t.
n
li 2 x 8 R.S. Pine
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath
Install one layer of 15#
felt to framing prior to
installing wire lath
8x16x8
CMU Typ.
Light Textured
Stucco Finish
#5 Vert. Rebar with
10" Hook and 30"
Lapp. Tie to Vert.
Rebar In Cells
o Grade
0
(2) #5
Rebar
Typical Wall Section
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s.l.
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date
5/2/I8
scale
as noted
job number
18007
shed
A-1
7n1_Qn
81.8n 40'-0" , '-0"
71.0,E 23'-0" 101-011
114,1 8'-5" 101.11?1 1' 4?1
L-1
E•
EE
11'_0 1.,11 111.01
6-2"3'-10"
L-1
Carport
10'-0" Ceiling
from F.F.E.
v
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L-9
L-9
HB L-5 25.
•
L-6
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101-011
Cln g•21
811 31.2?1 2,_6,1
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+33.5
36.3
2680
131.0"
7'-3"
111.0,1
C� g"
31.0" 31011
0
317
Gas
w.h.
on pan
v
H34
s.h.
91.5?1
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L-2
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H34 o
s.h. E
26$0
HB
L-5
s. N
s.h.
+33.573-
36.3
6080 Door
& (2) 14"
Sidelites
'� ❑' o
L-7
Brick Veneer m
at Wall and v
Arch
O
E
Porch
Ceiling
from F.F.E.
from
�
7
Dining
10'-0" Ceiling
R.A.
Arch top at 108"
Shut of arch 92"
25�
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Lnd.l
n 10'-0" Cing. O0
�i
_
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2880
_
2880
Pocket
L-2
r
AC Cond,
L-2
I
H34 s.h.
Safe
Glass
d
v.tr
H34 s.h.
Safety
Glass
L-2
a
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E
• •
co
44" Tall walls
& Temp. Glass
Enclosure
Header o
at ] 08 v
2.8
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L-s 36" x 60"
Tub Unit
25 s.h.
Safety `1
Glass E
E E E E
seal
I
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M y
a
N =
^
o
Great Room
3/12 Pitch Vault Ceiling
w
o
d.w.
d Cook Top
& Exhaust
Hood
B drm. 2
10'-0" Ceiling
L-5
-
0'
o
wall
oven
o
2'-6'1
Dressing
vanity
T-O'
25 s.h.
Egress
IT
10,_011
Ceiling
Gas
o
N
" 614,1
61"
E
91.4?1
21.6?1
116"
21_1,1
31
Decorative
Or
Gas
v.t.r.
E
2680
gn 8'4" Pocket 1'-8"
2680
Pocket
Q
d
0
6" 7-8"
Faux Beams
a
2
°
o
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2680
26�0
cv
Kitchen
6/12 Pitch
Vault Ceiling
22.5 x 36
AccessIT
9'-6"
3'
~
0'-0"
Ceiling
Ref.
waer
7ine F
��
10'-0"
Cing. v
HB
E
Master Bdrm.
F.
10'-0"
Clog.
2680
Bata
Barn
n
r6d,
41.8�1 ca 4 31.0�1 214,1\,-8/9,
o
�4
21.4n
4'-8"
31_
10'-0" Ceiling �
Study
10'-0" Ceiling
Elo
15'-0"
E
E o
E]
L-4 11'-0"
soffit
t96"
2'-4"
IT
~
15-0"
'
E E E 0
20" x 40"
Fixed
Glass
EE
E E
El
M
E
L-1
20" x 40"
Fixed
Safety
GlassIT
7
E
3080 Door
& (2) 14"
Sidelites
B drm. 3
E I0'-0" Ceiling
H35
s.h
L-2
E
E O
36 s.h.
Egress
Y
I, 3
o
N
Entry
10'-0" Ceiling
from F.F.E.
N
E
E E E
E E
o
L-3
36 s.h.
Egress
HB
L-11
36" Tall Railing
L-3
L-11
36 s.h.
Egress
q
L-13
Verticals at
L-1�
4"o.c. max.
E
El
E
8"
3"
7,1
4'-4"
4'-4"
8'='�" 7'-3" 11"
Y-6"
3'-6"
ll" 5'-11"
6'-10"
11"
7'-3"
8'-2"
3'-11"
4'-9"
81.81
7'-0?'
131_8,1
164"
81.81
161.4„
Project Data Building Data
i�'F
Project Name: T.B.D. Occupancy Type: Group R U
Ln
Street Address: T.B.D. Construction Type: V ►--I 00 City: Ft. Pierce Number of Stories: OneCounty: St. Lucie State: Florida w Sco e of Work Building Code wz p 2017 Florida Building Code: Residentialp" New One level CBS�•I Single Family residence 2014 National Electrical Code: NFPA 70 , b�Q W W00 �z
� Q G 2oa tA
Design Loads Area Tabulation Q
Roof Live Load: 20.0 p.s.f. Living 2653 '
Floor Live Load: N.A. Carport 484 Z +�
Wind Speed: 160 MPH Porch 288 ct W U
Wind Importance Factor: 1.0 Entry 191 U Q o
Building Category: 11
Wind Exposure: C Total 3616 W C7
Internal Pressure Coefficent:.18 04 o
Structure Designed: Enclosed Total Cubic Volume: 28,350 c.f.
Soil bearing capacity: 2000 p.s.f.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
NH �
Flame Spread Index & Smoke Developed Index U
Insulation Flatne Spread: Not to exceed 25 E- O
Insulation Smoke Developed Index: Not to exceed 450 •• a Wall Finishes: Not greater than 200 I�—I U o 0 U
Ceiling Finishes: Not greater than 200 `� WUj
M
m
5V Crimp Metal Roofing
over Pee & Stick on
19/32" c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"0.c.
Spray Foam Shop Drawings by
Insulation-\ Others
See Connector
Schedule
12
Gale. Drip Edge
over 1 x 2 p.t.
10-0' T.O.B.
2 x 8 R.S. Pine
5/8" d.w.� Fascia Board
1 x 4 p.t. Stucco Soffit Over W ro
Firestop High Ribbed Wire U U
11.611 Lath Z p
Two Course Perimeter Install one layer of 15# W L>a
Beam with (1) #5 'Zebar felt to framing prior to CA
in each course, Filled installing wire lath
with Grout r�
W `./ U
1 x 2 p.t. furring v
strips 24"o.c.
with R.4.1 Foil
insulation
1C_?"d. 8x16x8
#5 vert. rebar in CMU T YP• U N�
grout filled cell
See Floor PLn Light Textured
for Locations Stucco Finish
4" 3000# Fibermix Cone. #5 Vert. Rebar with
on .006 Vapor Bearier on 10" Hook and 30"
Clean, Compacted, Termite Lap. Tie to Vert.
Treated Fill Rebar In Cells
0.00'ot F.F.E.
7 o Grade
—.�
(2) #5
Rebar -
11_6n
Typical Wall Section
,SCANNED
BY
St 1 tgdyia � yg
RECEIVED
JUL 2 4 1018
ST. Lucie County, Permitting
drawn
s.i.
checked
s.l.
date
7/17118
scale
as noted
job number
18007
sheet A-1
1
scale: 1/8" = 1'-0"
Roof Wind Zones
19'-0"$ Top
C
ate
24" x 40"
"Blacked
Out" Fixed
Glass, Typ.
+33.5
44.8
+33.5
44.8
+33.5
44.8
wont hievation
scale: 1 /4" =1'-0"
Rear Elevation
scale: 1 /4" _ '1'4'
Wind Zones - Walls
2' v.t.r.
3e a
water hammer & shut off valve at
each fixture
Plumbing Riser Diagram
Insulate all hot wafer lines
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.
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s.l.
date
7/12/18
scale
as nutted
job number
18007
sheet
A-2
7z
b
0
w
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RiLyht Elevation
Lett Elevation
scale: 1/4" = 1'-0"
Product Approval Affidavit Form
Category
Subcategory
Approval
Numbers
Manufacturer
Model Number
Glass
Type
o
Attachment Method
Building Design
Pressures
Product Rated
Design Pressures
EXTERIOR DOORS
Swinging
FL#: 17184.17
Plastpro
Fiberglass
Impact
Head & Sill: 6" from corners. Jambs 6" from corners and
14"o.c. max. Use 1/4" dia. Tapcons with 1 1/4" embedment in
concrete
+33.5 -36.3
+50.0 -55.0
Swinging (French)
FL#: 17184.2
Plastpro
Fiberglass
Impact
Head: 4" from corners & 5" & 9" from center. Jambs: 4"
from corners and 18.5"o.c. max. Use 1/4" dia. Tapcons with
1 1/4" embedment in concrete
+33.5 -36.3
+50.0 -55.0
WINDOWS
Singlehung
FL#: 239.7
PGT
5500
Impact
Head & Sill: 6" 6 om corners and iSb.c. Jambs: 6" from
corners and 14" o.c. Max. 4" from meeting rail.
Use3/16" Tapcon with 1 1/4" embed. into concrete
+33.5 -44.8
+50 / -50
Fixed
FL#: 243.10
PGT
5540
Impact
Head & Silt: 6" from comers and 8"o.c. Jambs 6" from
comers and 8" o.c. Use 3/16" Tapcon with 1 3/4"
embeded into concrete
+33.5 -44.8
+/- 70.0
Mullion
FL#: 261.1
PGT
Tube
Impact
Tube Mullion. Fasten Standard Mullion Clip
to CBS with (4) 3/36" Tapcons with 1 3/4" min. embedment.
+33.5 -36.3
+80.0 -80.0
ROOFING PRODUCTS
5 V Crimp Roofing
FL#: 17443.1
7A Taylor
5 V Crimp
#9-15 or #10-14 x 2" Long wood screw with washer at
each Rib 16"o.c.
-57.5
-69.25
Underla5nnent
FL#: 9777.7
Owens Corning
Weatherloc
Specialty
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. max.
-50.0
-92.0
(2) 2 x 6 header
with 1/2" plywood
flitch bond together
with 16d 6"o.c.
staggered 1
SP4 at each stud
and 16"o.c. max. along
header. Use (6) 10d
1 1/2" long for each
fastener
WINDOW
ROUGH
OPENING
(2)2x4
top plate
Header to Stud
with (1) MSTA18
with (14) 10d
(1) 2 x 4 under header
and (1) 2 x 4 along side
of header, bond together
with 16d 6"o.c.
2 x 4 with SPH4
at stud with (10)
10d x 1 1/2"
SPH4 at each stud
Use (10) 10d X 1 1/2"
2 x 4 p.t, sill plate
fasten as per typ.
wall section
Doormer Framing Detail
2 x 4 blocking at 4'-0"o.c.
starting from ridge between
both top and bottom cords
for two truss spaces from
gable end
See truss shop
drawings
(2) 1
Pre Engineered
Trusses 24"o.c.
$ see Truss Plan
(2)2x4
Top Plate
2 x 4 studs
16"o.c.
2 x 4 studs 24"o.c.
Along Top Cord
Under Doormer
2 x 4 diagonal "X"
bracing at 8'-0"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"o.c.
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.
Top Cord
of Truss -
See Connector
Schedule
SP4 at each stud
(6) 10d x 1 1/2"
2x4Sill
Plate
NITS 18 (10) 1Od x 1 1/2"
at each Stud, Typ.
Doormer Attachm'nt.
Gable End Bracing Detail
Galy. drip edge
min. 4" lap
I 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)
1Od x 1 1/2"
located at each truss
vertical
Concrete Bond
Beam
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date
7/12/18
scale
as noted
job number
18007
sheet
A-3
70'-8"
0
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8'-81,
40'-0"
22'-0"
EE
v
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of
5'-0" 3'-8"
T-0"
23'-0"
1V-0"
1'-4"
1'_4"
4" 2500# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
F-1
F-1
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il'-0"
12" 11'-0"
4'-3"
3'-1.0" 1'-11„
T_9"
4'-0" 4'
9"
5'-6"
F-3"
3'-0"
6-3"
6'
9'-0"
2'-0"
N
a
24" x 24" x 18"
24" x 14" x 18"
�•
Pad Flag with
Pad Ftng. with
0•
(3) #5 rebar
(3) #5 rebar
�'
❑.
each way
-4*
each way
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F-1
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F-2
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2'-4" 1'-10"
74'-6"
25'-8"
�n
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4" 2500# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
2'-8'
8"
F-1
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-ASSUMED F.F.E. 0.00'
TIT
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F-3
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24" x 24" x 18"
`n
Pad Ftng. with
-4"
(3) #5 rebar
F-it
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E • 24• x 24" x 18'
each way
F-2 x x
E E ❑. .�
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Pad Ptn wide
Flag. with
E (3)#5E E rebut
ay
each way
each
h
O
00 F-2
30" x 30" x 18"
cn
F-1
cn
Pad Ftng. with
_
,�.
F-22
F 2
(4) #5 rebar F-1
-
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F-2
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F-4
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Foundation & Footing Plan
scale: 1/4" = F-O"
F-1
F-2
18" x 16" mono. footing
with ('2) #5 rebar coot.
18" x 16" mono. footing
with (2) #5 rebar cont.
4"
4„ 4„
4"
16"
18"
18"
MONO. EDGE FOOTING
STEP FOOTING
F-3
F-4
8" x 8" mono. footing
4" 7' 11 °
with (1) #5 rebar Cont.
7"
Ctt • ade
12"
4„ 4"
•
4" 4„
18" 11°
(3) #5
K
Rebar (2) #5
Rebar
See Floor Plan for Step Location
THICKENED EDGE
ENTRY FOOTING
FORMWORK & SHORING
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
meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
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 tnadecuate, 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
Lt 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 eppoxy to
anchor the #5 rebar in place. Use either "Hilo C-100" or
Simpson Epoxy -Tie.
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
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If concrete slab contains 6" x 6" 10/10 W WM provide V coverage
Concrete shall have at minimum compressive strength of not less
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All 90% hooks are to be extended 10" minimum beyond the turn.
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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
W
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 112" in
bond beams. Hooks be horizonitally if
may rotated required to
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achieve minimum coverages.
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Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
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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
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foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
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adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
drawn
s.l.
checked
s.l.
date
7/12/I8
scale
as noted
job number
18007
sheet
A-4
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:
Beams: 11/2" 11/2" 11/2"
Slab on Grade: 1 1/2" 1" _
Structural Poured: 3/4" 3/4" _
Poured Walls: _ _ 3A
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 REQUIREMENTS
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/freiglit,
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 staling 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.
Install one layer of 15# felt to framing prior to installing ribbed 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.
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type B) 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.
518" c.d.x. 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 seperate 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 mfges.
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
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S.
SET AT 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 2: 8d at 4"o.c. edges & field
Zone 3: 8d at 4"o.c. edges & field
Pneumatic Nails
Pneumatic or mechanical 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
EXTERIOR SHEATHING
Use #8 gun Bails at 4"o.c at panel edges
and #8 gun nails at 4"o.c at panel top and
bottom and 6"o.c. in field
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2"
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" 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" o.c. max.
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, A118.1, 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.
Gvnsum Note
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047
C1177, C1178, C1278, C1396, or C 165 8 and installed per FBC residential
code. Per USG, Wallboard conforms to C1396.
GVDSUm Board & GvDsum 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 C 1002 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" (lmm) 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"
(lmm 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
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 cerariiic tile or other required nonabsorbent finish material shall
conform to ASTM C1396, C1178, C1278. 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 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)
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10'-0"
Bottom Cord Lateral Bracing
corner bars at beam
(outside only) (2) corner
bars at footing (min.) -
Vert. dowel lapped with
wall reinforcing, all
laps 25" (min.) in grout
filled cell
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all comer bars to be the°
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same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
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
3'-4"
8974
498
5591
678
81424-113/1T
L-2
3'-8"
8974
222
4853
166
8F24-113/1T
L-3
5'-10"
6036
205
3295
154
8F24-113/1T
L-4
6'-8"
7915
496
2758
347
8RF22-1B/lT
L-5
4'-6"
8672
813
4292
603
8F24-113/1T
L-6
4'-8"
8060
300
3277
150
8RF22-1B/1T
L-7
10'-101,
1846
903
1422
722
SF20-1B/2T
L-8
4'-2"
8060
300
4409
150
8RF22-113/1T
L-9
12'-2"
1075
222
606
166
8F16-1Bl1T
L-10
20'-81,
845
463
531
395
81720-1B/2T
L-11
5'-5"
6036
300
3295
243
8F24-113/1T
L-12
8'4"
1843
269
1 1133
243
8F16-1B/1T
L-13
14'-01,
1009
269
559
243
8F16-1B/1T
Min. Beam depths shown, beams may be increased without comment
At Lintels 24" deep or larger provide (1) #3 vertical rebar
at 24"o.c. along length of lintel
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.
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Lintel Type Designation
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
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
Cast in talace sill or Tie Beam ODtion
In the event that precast products are damaged in the
field cast in place sills and tie beams may be used (not
to exceed 5'40") Typical cast in place tie beam to be
a min. 8" x 12" with (2) #5 top and (2) #5 bottom
stucco finish
perimeter caulk
Attach p.t. bucks
with 8d coil nails at
12"o.c.
Typ. Alum. window -
jamb or sliding glass
door jamb
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
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Min. 1 1/4" embedment
at windows and min.
1 1/2" embedment at
sl. g1. doors
1J2" drywall
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 DryLock Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
Alum. window
frame
3/8" continuous bead of
caulk (back bedding) behind
shim to prevent liquid passage
1/4" struct. shim
set flange in continuous
bead of caulk across the
entire face of huek
perimeter caulk
stucco finish
corrosive resistant
Tapeon concrete
stews installed as
specified in window
manufacturers product
approval
window sill
S
Gunable sealants shall coinp]y with
ASTM C 920 Class 25 grade or < ° a
greater for proper joint expansion
and contraction
precast
cone. sill
Typical Precast Cone. Sill Detail
Connector Schedule
Truss
Bearing
Point
Truss
Uplift
Connector
ID
Qnty'
Connector
Uplift
Fasteners
1
1600
HETA16
1
1810
(9) 10d x 1 1/2"
T04
9
1938
HETA16
2
2500
(6) 16d per strap
16
4243
2
7930
(1) 5/8" ATR (12" min. Embed.)
T06
MGT
and (22) 1 Od Co Girder each
Fastener
10
2864
1
3965
T21
43
2295
MGT
1
3965
(1) 5/8" ATR (12" min. Embed.)
and (22)1 Od to Girder
12
2135
HETA16
2
2500
(6) 16d per strap
T22
7
3099
MGT
1
3965
(1) 5/8" ATR (12" min. Embed.)
and (22) sod to Girder
All other
trusses
ALL
<1000
MTS I S
1
1000
(14) 1 Od x 1 1/2"
to Frame
All other
trusses
ALL
<1000
HETA16
l
1810
(9) 10d x 1 1/2"
to CBS
Supporting
Valley
Trusses
Framing
<250#
MTS12
1
1000
(14)1Od x 1 1/2"
valley
Truss
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggyback 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.
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7/12/18
scale
as noted
job number
18007
sheet
A-5
Electrical Load Calculations
2653 Living S.F. at 3 VA
7959 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. @ 1500 watts
1500 watts
One Wall Oven
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
1500 watts
Four Baths @ 1500 watts each
6000 watts
Total
First 10 KVA at 100%
Remainder at 40%
Total
37,959 watts
10,000 watts
11,194 watts
21,184 watts
One AC Heat at 100% 10,000 watts
Total 31,184 watts
31,184 W / 240 V = 130.0 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
1,6, 3W 40 Circuit Panel
120/240 Volt
a. c
disc.
5/8" dia. x 10'-0"
long ground rod 3/4" copper
water pipe
8'-0"
13) #2M (THW) copper
and (1) #4 ground (THW)
copper in 2" galy. conduit
Wall F.P.L. service
(if overhead
service)
0
(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
RECESSED LIGHT WITH LENS 9 EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIOHT FIXTURE
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXIIAUSTPAN
CEILING FAN
EXHAUST FAN OUTLET
THERMOSTAT
DUPLEX OUTLET - SWITTIRED
DUPLEX OUTLET
220 V OUTLET
SWITCH
THREE WAYSWITCH
®SMOKE
& CARBON
MONO3MEDET'ECMR
—N
TELEVISION
TELEPHONE
�.
PUSH BUTTON
—4,-
n
DIIrA7ER SWITCH
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 460 A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI NI•t-IST BE AFCL
TAMPER PROOF RECEPTICALEQ MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
Electrical Plan
scale: 1/4" = F-u'
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7/12/18
scale
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job number
18007
sheet
A-6