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Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length is less than
6 1 /2".
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
16"
12'-8""
7'-6" 5'-2„
L-8
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.
43'-4""
16" 12'-8"
6'-11 "" 5'-9",
#5 r bar at top
in. (1) req'd.
quanity of #5 rebar
CV at bottom of lintel
\ cavity
r— F= filled grout
ffi nominal
OO = width
C.M.. Lo .E
°ut L'? 8F16-1B/1T
embo—d
.astcrete
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n1. 7 quanity of #5
ebar at bottom nominal rebar at top
parity heigtn
8" Nominal
Lintel Type Designation
68'-8"
16" 12'-8""
1'-10"" 10'-1„
W
0
16"
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
121
4853
100
8F16-1B/1T
L-2
4'-6""
6113
1732
2724
1053
8F16-1 B/1 T
L-3
7'-6
2661
577
1634
300
8F16-1 B/1 T
L-4
4'-2""
5206
488
2635
286
8RF14-1B/1T
L-5
T-8"
1568
1042
931
632
8RF14-1B/1T
L-6
5'-10-
4360
233
2093
171
8F16-1B/1T
L-7
8'-0"
1843
125
1133
149
8F16-1B/1T
L-8
14'-0"
1002
54
559
281
8F16-1B/1T
L-9
8'-8""
1843
540
1133
654
8F16-1B/1T
L-10
11'-8-
1254
157
723
186
8F16-1B/1T
Min. Beam depths shown, beams may be increased without comment
At Lintels over 24"" deep provide (1) #3 vertical rebar
at 24"o.c. along length of lintel
25'-4""
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Project Data
Project Name: Jesus Monaco
Street Address: XXXX
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 2901 s.f.
Building Code
2020 Florida Building Code: Residential
2017 National Electric Code NFPA 70
Area Tabulation
Living
2267
Porch
346
Entry
288
Total 2901
Cubic Volume: 22,697 c.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
5V METAL ROOFING OVER
PEEL & STICK UNDERLAYMENT 12
OVER 5/8- C.D.X. PLYWOOD -� 5
SEE CONNECTOR
PRE ENG. WD. SCHEDULE
TRUSSES 24""c.c. -,
ALUM. DRIP EDGE ON
1 x2P.T.ON2x6
CEDAR FASCIA
STUCCO SOFFIT
WITH 8" x 16"
SCREEN VENTS
8'-0 o.c.
LEVEL RETURNS
BY TRUSS MFG.
PROVIDE-CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH
OVER CBS
GRADE a
R30 BATT INSUL.
1 /2" D.W.
1 x 4 P.T.
FIRESTOP
8 x 16 x 8 C.M.U.
WITH #5 VERT. DOWEL -1
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 24-o.c.
3/4- INSULATION BRD.
ON C.B.S.
1 /2- GYP. D.W.
1 x 4 P.T.
FIRESTOP
F-1 4- 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Typical Wall Section
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date
8/27/21
scale
as noted
job number
21032
sheet
Floor Plan A-1
scale: 1 /4" = V-0"
I
scale: 1/4"
Project Data
Project Name: Jesus Monaco
Street Address: XXXX
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Wind Speed: 160 MPH
Wind 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
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3423 s.f.
Building Code
2020 Florida Building Code: Residential
2017 National Electric Code NFPA 70
Area Tabulation
Living 2294
Garage 757
Porch 293
Entry 288
Total 3632
Cubic Volume: xxxx c.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
5V CRIMP METAL PANELS OR
FIBERGLASS SHINGLES OVER
PEEL & STICK UNDERLAYMENT 12
OVER 5/8"" C.D.X. PLY°JUQQD
SEE CONNECTOR t/
PRE ENG. WD. SCHEDULE
TRUSSES 24-c.c.
ALUM. DRIP EDGE ON R30 BATT INSUL.
Ix2P.T.ON2x6
CEDAR FASCIA I
`-
STUCCO SOFFIT\ -I x 4 P.T. I/2" D.W.
WITH 8" x 16" FIRESTOP
SCREEN VENTS
(2) COURSE BOND
LEVEL RETURNS BEAM WITH (1) #5
BY TRUSS MFG. 1'-� REBAR FILLED WITH
Ir GROUT EACH COURSE
PROVIDE "CASTCRETE
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH
OVER CBS
GRADE 4
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 24"o.c.
3/4`" INSULATION BRD.
ON C.B.S.
1/2" GYP. D.W.
1 x 4 P.T.
FIRESTOP
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
_Typical Wall Section
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,
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job number
21032
sheet
A— 1
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2" or less shall have a slope of 1 /4" per
foot minimum.
All sanitary lines above 2- shall have a slope of 1 /8" per
foot minimum.
Provide Anti -Scalding Valve in all showers.
Lowest living area floor elevation (refered as 0.00') to be
set by a professional land surveyor to the required building
department elevation, but not less than 18" above the crown
of the road.
2" v.t.r.
2"' v.t.r. I 2" v.t.r.
2 v.t.r. 1 1 /2" I I
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2" v.t.r.
f I I Sink I I
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LAV LAV
Washer
LAV 2"
3„ Sink
3"• W.C. 2„
Tub
3
W.C. 3"
2" 3 3„ 3„
2" v.t.r. 3" 2„
C.O. Shwr. JI
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4" LAV j
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Plumbing contractor to provide a 1
to sewer water hammer & shut off valve at 2
system each fixture
Insulate all hot water lines 3„
Plumbing Riser Diagram W.C.
2 J U Shower
3"
0
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68'-8"'
0 0
F-1
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F-1
F-1
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-4"
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T-0"
2'-10"
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F-1 ( F-1
.. F-1 .. F-1 .. F-1 ..
5'-0"" 16'" 3'-10"" 1 6'-2" 0121 10'-8"° 1121 10'-8'° 1121 10'-8" 112 5`11'" 4'-6"' 1 5'-11
16'-4°' 36'-0" 16'-4"
Foundation & Footing Plan
scale: 1 /4" = V-0"'
F-1
F-5
F-4
18" x 16" mono. footing
Recess 4- at Shower
with (2) #5 rebar cont.
18" x 16" mono. footing
8„
with (2) #5 rebar Cont.
4_ 4�
16 ""
4
4
L8_ 16„
18"18-
8
18"
TYP. SHOWER
MONO. EDGE FOOTING
INTERIOR STEP FOOTING
RECESS
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 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.
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 WWM 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 superseded 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
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8/27/21
scale
as noted
job number
21032
sheet
A-2
01�
Top of Wall
to Soffit
Front Elevation
scale: 1/4"" = 1'-0""
Rear Elevation
scale: 1 /4" = 1'-0-
Open
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Left Elevation
scale: 1 /4"" = 1'-0-
Open
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Open
7-1
Right Elevation
scale: 1 /4"" = 1'-0"
Roof Ridge
Wind Zones - Walls
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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Window Head
F.F.E. 0.00'
4'
:rr 3 3 I 2E 13 3
12E
\ 1 /
\ 2R \ \ / 213 � —
\ \ 2\ / 2R
R / %
2E
1
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CBS
Min. 1 1 /4"" embedment
a
a at windows and min.
d 1 1 /2" embedment at
d a ° d sl. gl. doors
d
° 1 /2" drywall
stucco finish -� � 1
perimeter caulk
1 /4" max. struct. shim
Attach p.t. bucks
with 8d coil nails at caulk
12" o.c.
attach as per
Typ. Alum. window manufacturers
jamb or sliding glass product approvals
door jamb
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
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
1
2E / / \ \ ( 2E
3 3 ( 2E 13 3
Roof Wind Zones
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 --,
corrosive resistant
Tapcon concrete
srews installed as
specified in window
manufacturers product
approval
►w sill
Protecto LWM200 precast J
Coating on Outside face cons. sill
and Janbs of Openings
all Sides min. 8 Gunable sealants shall comply with
ASTM C 920 Class 25 grade or
greater for proper joint expansion
and contraction
Typical Precast Conc. Sill Detail
9-0--$ — -
Bottom Cord
of Truss
2 x 4 top plate
",1 /2" gyp. d.w.
2 x 4 studs 24-o.c.
No. 3 Stud Grade
2 x 4 p.t. sill plate
wood base
Cased Hard Coil
Nails 12"o.c. max.
\_ Concrete
Foundation
Interior Wall Section
Optional Non Load Bearing Walls
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8/27/21
scale
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job number
21032
sheet
A-3
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.
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 "r concrete cover, or as follows:
BOTTOM TOP SIDES
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 6r 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.
Gypsum Note 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips,
Beams: 1 1 /2" 1 1 /2- 1 1 /2- nailed to trusses with 8d corrosion resistant annular ring shank nails
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047 Slab on Grade: 1 1/2- 1" _
Structural Poured: 3/4"" 3/4"spaced max. 6��o.c. throughout, except max. 4"�o.c. at gable ends.
C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential Poured Walls: _ _ 3/4- All roof trusses are to be pre -manufactured assemblies provided by
a licensed wood truss fabricator with seperate drawings and data
code. Per USG, Wallboard conforms to C1396. Slabs exposed
to the weather 3/4" 1 "" prepared for actual project conditions by a Florida registered
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- (1 mm) 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-
(1 mm 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`ro.c. (11.1 mm).
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, 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" (51 mm) nominal thickness
in th least dimension except that wood furring strips not less
than 1 " 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" and shall engage not less
than three strands of lath and
penetrate the wood framing members
not less than 3/4if. The fasteners must
penetrate the wood framing members
not less than 3/4". Fasteners shall be
7" o.c. max.
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) #3 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
lieu of screws.
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
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1 /2"
professional engineer certified for truss design. Any deviation from
Reinforcing steel shall be detailed and fabricated in accordance
"Manual
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabrication
with the of Standard Practice of Detailing Reinforcing
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of the trusses. The truss manufacturer's certified layout shall govern
Concrete Structures" and the current Building Code 318-
after fabrication.
All structural steel shall conform to current ASTM Specification A-36
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
All wood in contact with masonry shall be pressure treated or approved
drawings and data.
seperating material.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
Splitting or cracking of structural components due to installation of
proceeding.
hardware is not permitted.
Unless otherwise noted, the installation of specified hardware shall
No slump over 5" shall be permitted for any structural concrete without
conform to the truss manufacturers installation instructions and
the Architect or Engineer approval.
standard practice.
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
(Fe') 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/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.
SHEATHING NAILING NOTES
Nailing Pattern
Zone 1: 8d at Vo.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 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.
EXTERIOR SHEATHING
Use #8 gun nails 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
2 x 4 bottom cord hraclnLr
10'-0"
Bottom Cord Lateral Bracing
Connector Schedule
Truss
Bearing
Truss
Connector
Gnty.
Connector
Fasteners
Point
Uplift
ID
Uplift
GIRD
2
1812
1 Ply
HHETA20
1
2,120
(10) 10d x 1 1/2"
10
1816
2
(1) 5/8" dia. A.T.R. Drilled and
GRE
2,720
MGT
1
3,965
Epoxy into Grouted Bond Beam
10
2 Ply
12"min. embedment & (22) 10d
to truss.
(1) 5/8""dia. A.T.R. Drilled and
GRG
15
2,984
MGT
1
3,965
Epoxy into Grouted Bond Beam
2 Ply
12"min. embedment & (22) 10d
to truss.
GRK
15
1823
HHETA20
1
2,120
(10) 10d x 1 1/2""
1 Ply
All other
trusses
ALL
<1810
HETA20
1
1810#
(9) 10d x 1 1 /2"
to CBS
Supporting
(4) 10d
Valley
Framing
<250#
VTCR
1
370#
valley
(3) 10d x 1 1/2-
Trusses
Truss
The Bearing Point Numbers on the Connector Schedule Match
with the Bearing Locations on the Truss Manufacturer's Profile
Sheets
Roof Truss Placement Plan
scale: 1 /4- = 1'-0-
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
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Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
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Truss to truss connection by truss company, installed
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Lateral forces perpendicular and parallel to wall has been
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considered (less than 300 p.l.f.)
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Contractor to approve temporary bracing to prevent topplingbO
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of trusses, see HIB-9.
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Others specs, if different from above have priority.
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A.T.R. = All Treaded Rod
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Drill and Epoxy Set all A.T.R.
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Use either-Hiltirr C-100 or Simpson Epoxy Tie Epoxy
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Missed Tie Down Strap Note
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In the event the Tie Down Strap has been omitted from the
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Layout location, install one HTSM20 strap at the proper location.
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Fasten with (4) 1/4" x 2 1/4- Hex Head Titen screw to C.B.S.
and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs.
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Attic Vents Calculation
Attic Area: 2901 s.f. / 150 = 19.3 s.f. required.
soffit area = 247.0 I.f. x 1.5 = 371 s.f.
Venting Provided:
8 x 16 soffit vent: 85 sa. in. each vent
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date
8/27/21
scale
as noted
job number
21032
sheet
A-4
(3) #4/0 (THW) copper
and (1) #2 ground (THW)
copper in 2 galy. conduit
Panel: 200 A.M.C-B- 1200 Amp
1,6, 3W 40 Circuit )I Panel
120/240 Volt
a.c.
disc.
5/8"" dia. x 10'-0"" -1-%
long ground rod 3/4" copper
water pipe
(3) #4/0 (THW) copper
and (1) #2 ground (THW)
copper in 2" galy. conduit
F.P.L. service
\_tie ground wire
to footing rebar
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Electrical Load Calculations
ZZb / Living S.F. at :3 VA
OW i 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
Water Heater
8500 watts
Total 43,801 watts
First 10 KVA at 100% 10,000 watts
One AC Heat at 100% 10,000 watts
Total 33,520 watts
33,520 W ,/ 240 V = 140.0 Amps
Use 200A Service
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
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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 equipment and disconnects, Typical.
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Master Brdrm, I
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Fan & Light
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scale: 1 /4"" = V-0""
Porch
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Dining
Kitchen
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Ref.
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Great Room /
Fan & Light
Light
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Pantry
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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"" Tapcon with 1 1/4""
+38.7 -50.5
+/-60.0
embedment into concrete
Head and Sill: 5.75""and 11.75 from corners & 12,75"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 Nu b6r
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#:22259.1
Underlayment
Beacon Tri Built
5V Crimp
Owens Corning
Direct to Deck
-45.0
-150.0
FL#: 14645.2
Roofing
Metal Sales Mfg.
#10-14 hex head screws with sealing washer along panel 12"o.c. Fastener
-45.0
-149.6
to penetrate the plywood a minimum of 3/8".
�'
Well
Pump
drrn. 3
Fan & Light
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Fan & Light
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Meter
ELECTRICAL LEDGEND
,(O, RECESSED LIGHT WITH LENS 4 EXTERIOR & WET LOCATIONS
}- SURFACE MOUNTED LIGHT FIXTURE
T{--- ) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
® UNDER CABINET FLUORESCENT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN WITH LIGHT OPTION COMBO.
®CARBON MONOXIDE
SMOKE DETECTOR
EXHAUST FAN OUTLET
O MOTION SENSOR
T THERMOSTAT ON SWITCH
DUPLEX OUTLET - SWITCHED P1119 DOOR CHIMES
DUPLEX OUTLET
SMOKE DETECTOR
220 V OUTLET
-(yr SWITCH -I+ TELEVISION
-yr THREE WAY SWITCH -Q TELEPHONE
3w
-6pr DIMMER SWITCH PUSH BUTTON
D
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS
IN FIELD WITH CONTRACTOR
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date revision
12/8/21 Plan Review
Comments
drawn
51
checked
date
8/27/21
scale
as noted
job number
21032
sheet