HomeMy WebLinkAboutPLANS:q
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Floor Plan
scale: 3/16" - V-0-
10 Q'_A"
Project Data
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Project Name: Telese Builders 3i
Street Address: 8047 Spendthrift Ln.
City: Port St. Lucie
County: St. Lucie
State: Florida
Scope of Work
One Level Single Family Residence
Design Loads
Roof Live Load: 30.0 p.s.f.
Floor Live Load: N.A.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficient: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Data
Occupancy Type:
Group R
Construction Type:
V
Number of Stories:
One
Total Building Area:
7,524 s.f.
Building Code
2017 Florida Building Code: Residential
2014 National Electric Code
Area Tabulation
Living 4593
Garage 883
Porch 858
Workshop 687
Entry 104
Trophy Rm. 399
Total 7524
Total Cubic Volume: 55.116 c.f.
PROVIDE CROWN MOULDING
AROUND ALL COFFERED CEILINGS
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FILL �,UPT
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PEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNT
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OCT 10 2019
Permitting Department
St. Lucie County, FL
F
lame Spread Index & Smoke Developed Index
;ulation Flame Spread: Not to exceed 25
;ulation Smoke Developed Index: Not to exceed 450
all Finishes: Not greater than 200
tiling Finishes: Not greater than 200
:limatic & Geographic Design Criteria
Weathering; Negligible Termite Area: Very Heavy
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Plan Review
Comments
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date
7/28/19
scale
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job number
19035
sheet
A-1
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Footing with (1)
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12'-4"
12'-7"
14' 6"
12'-7"
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34'_011
22'_4"
Foundation & Footing Plan
scale: 3/16" =,'-0"
36" x 36" x 18"
Footing with (1)
#5 rebar 6"o.c.
each way
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CODE COMPLIANCE
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7/28/I
scale
as noted
job number
19035
sheet
A-2
15'-4"
14'-8_
12'-0"
10'
Front Elevation
scale: 3/16" = 1'-0'
Left Elevation
scale: 3/16r" = 1'-0"
Right Elevation
scale: 3/16- = 1'-0'
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date
7/28/19
scale
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job number
19035
sheet
A-3
Connector Schedule
Truss
Bearing
Truss
Connector
Ginty.
X
Fasteners
Point
Uplift
ID
Uplift
9
3861
1
3965
oxy
ATR dilled anamin.
D01G
MGT
into bond eamrwith 12(1/8"
14
4563
2
7930
2 Ply
embedment and (22) 10d to
girder per strap.
All other
trusses
ALL
<1000
MTS18
1
1000#
04) 1Od x 1 1/2"
to Frame
All other
trusses
ALL
<1810
HETA20
1
1810#
(9) lOd x 1 1/2"�
to CBS
Supporting
(4) 10d
Valley
Framing
<250#
VTCR
1
3704
Valley
(3) 10d x 1 1/2-
Trusses
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 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
(2) VGT with (2) 5/8" _ATR
12'-0-
0.00' F.F.E.
See Footing
Details
(3) Ply Pre
Eng. Truss
41lowable Uplift: 8890 lbs.
\pplied Uplift: 7991 lbs.
1) HDU4 with (2) 5/8- ATR
nd (10) SDo 1/4"" x 2 1/2"
t each fastener
Ilowable Uplift: 4000 lbs.
pplied Uplift: 7997 lbs.
4 x 6 P.T. Column
(2) HTT4 Tension Tie with
(1) 5/8- dia. x 8" Wedge
Bolt to concrete and (18)
16d x 2 1 '2" to column.
Typ. at each fastener
Allowable Uplift: 8470 lbs.
Applied Uplift: 7991 lbs.
Aline with Wall Framing
Interior Brng. Column Detail
Typical at each Brng. at B01 G
/-Gals. Cap
2" dia. Galv
Pipe
Set ballard 12-
from appliance
Galv. Collar
(4) 1/4' x 2 1/4 Typical Conc.
Foundation
Tapcons
Bollard Detail
1T-0-
5/8' drywall
�11
R30 batt
insulation
See Footing
Details
5/8- drywall
x 4 plate
1/2" gyp. d.w-
-RI I batt insulation
Garage
x 4 studs 16"o.c.
2 x 4 p.t. plate
.fasten with 8d
cased hard nails
12-o.c.
base
Adj. Wall at Garage
INTERIOR WALL FRAMING
Non Load Bearing:
Metal Studs (25 Gauge). Crimper may be used
in lieu of screws. Walls to stop at Bottom Cord of
roof trusses.
Fastening Requirements
Top Track to Truss Cord / Roof Framing with 1" "S" screw at 24o.c.
Sill Track to Conc. Slab with DN37PB "Hilti" Shot 16"o.c.
or Stub Nails 16"o.c.
Studs to Top & Sill Track with One 3/8" S pan head screw each side
Bottom Cord
of Truss
a
0.00, 1$__F.
p plate
gyp. d.w.
Ids 24"o.c.
ud Grade
PA. sill plate
base
d Hard Coil
12"o.c. max.
r
Concrete
Foundation
Interior Wall Section
OPTIONAL
Grout filled CBS
cell with #5 vert.
8 x 16 x 8 ............
CBS Exterior
Wall ...... .........
1 x 2 p.t. 24"o.c.
see wall section
for insulation type
gyp. d.w.
2 x 4
2 x 4 p.t, stud fastened
to filled cell with 1/2- dia.
6. long wedge bolt with
1/8- x 2" washer 6- from
ends and 24"o.c.
Brng. Wall Attachment Detail
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 horizontally 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
See Truss
—
Layout
FFE
pre engineered
trusses 24"o.c.
5/8"' drywall J II II 5/8"" drywall
(2) 2 x 4 plate
with SP4 with
(6) 10d x 1 1/2"
at each stud
•1/2" gyp. d.w
2 x 4 studs 16"o.c.
2 x 4 p.t. plate
with SP4 with
(6) 10d x 1 1/2"
at each stud
f 1 1`-To
see footing
details 1/2" dia. wedge bolt
with 3" x 1/8 washer
II embedment 24"o.c.
Brng. Wall Detail
F-1
F-2
F-5
18- x 16" mono. footing
18- x 16- mono. footing
with (2) #5 rebar cont.
with (2) #5 rebar cont.
and curb
18- x 16- mono. footing
with (2) #5 rebar cont.
16"
8"
4- to 6"
4„
4"
4",
16"
8„
18
18-
18""
MONO. EDGE FOOTING
CURB FOOTING
AT GARAGE
INTERIOR STEP FOOTING
F-3
F-4
F-6
8" x 8" mono. footing
Recess 4" at Shower
with (1) #5 rebar cont.
18- x 18" mono. footing
8-
with (2) #5 rebar cont.
4" 4""
4"
4- 4„
4„ 4,"
16„
14-
TYP. SHOWER
THICKENED EDGE
RECESS
INTERIOR BRNG. FOOTING
CONCRETE TILE ROOFING ON
"PEEL & STICK" UNDERLAYMENT
ON (1) LAYER OF 15# FELT
OVER 19/32" CDX PLYWOOD
SEE CONNECTOR
SCHEDULE
PRE ENG. WD.
TRUSSES 24"c.c.s
GALV. DRIP EDGE ON
1x3P.T.ON2x8
FASCIA
STUCCO SOFFIT WITH
3" CONT. SCREEN VENT
TWO COAT
STUCCO FINISH
GRADE
3000# CONC. FOOTING
WITH (2) #5 REBAR
2.-0"
0
R30 Batt
Insulation
5/8" D.W.
1 x 2 P.T.
FIRESTOP
(2) COURSE BEAM
BLOCK WITH (1) #5
REBAR AND FILLED
WITH GROUT 1N
EACH COURSE
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 24"o.c.
R4.1 FOIL INSUL.
OVER FURRING
1/2- GYP. D.W.
1 x 2 P,T.
FIRESTOP
• 4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Typical Wall Section
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date
7/28/19
scale
as noted
jab number
19035
sheet
A-4
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" 11/2"
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
(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.
(0) 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.
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 11) 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.
5/8- 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 ml
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 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 Diame".er.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
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 I" 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
11
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.
Gypsum Note
Gypsum board shall conform to ASTM C22, C475, C514, 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" (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" o.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 A1S1 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 51mm) nominal dimension shall be
permitted to be used over solid backing or framing spaced
not more than 24"o.c. (610mm)
PRE CAST CONC. LINTEL 8
FILLED WITH CONC. &
(1) #5 REBAR TYP. TRUSS BEARING
$ 1 r-o"
8" x 16- CONC. BLOCK
EXTERIOR WALL BEYOND
SEE FLOOR PLAN FOR
VERT. STEEL REQ'MNTS.—\
m
PRE CAST CONC. LINTEL 0
0
FILLED WITH CONC. &
(1) #5 REBAR TYP. 0
2
l
2 x 4 blocking at 4'-1
starting from ridge between
both top and bottom cords
for two truss spaces from
TOP OF DOOR See truss shop
OPENING drawings
TRANSOM BEAM DETAIL
TYPICAL AT MASTER BEDROOM
PRE CAST CONC. LINTEL
FILLED WITH CONC. &
(1) #5 REBAR TYP.
8" x 16" CONC. BLOCK
EXTERIOR WALL BEYOND
SEE FLOOR PLAN FOR
VERT, STEEL REQ'MNTS.
RECESSED LINTEI
AT ENTRY DOOR
STANDARD LINTE
AT WINDOWS
51
TRUSS BEARING
14'-8'
OPENING
TRANSOM BEAM DETAIL
TYPICAL AT ENTRY DOOR
-4-
3/8- continuous bead of
Alum, window corrosive resistant
frame
caulk (back bedding) behind
Tapcon concrete
buck to prevent liquid passage
3/8- continuous bead of
srews installed as
caulk (back bedding) behind
specified in window
shim to prevent liquid passage
manufacturers product
approval
set flange in continuous
1/4" struct. shi
bead of caulk across the
window sill
entire face of buck
set flange in continuous
CBS
bead of caulk across the
entire face of buck
perimeter caulk
d
Min. 1 1/4- embedment
stucco finish
v at windows and min.
o
o -oo 0 a G •;
A 1 1/2- embedment at
Gunable sealants shall comply with
,
a'0 a: Q
e ,. A sl. gl. doors
ASTM C 920 Class 25 grade or
e
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greater for proper joint expansion
�O`oc •a
and contraction
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Precast
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amp
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Typical
Precast Conc. Sill Detail
ra T
stucco finish
perimeter caulk
1 /4- max. struct. shim
8•" x 16" C.M.U. WITH CELLS FILLED
Attach bucks
WITH GROUT & (1) #5 VERT,
co
with 8d coil nails at
caulk
:
DOWEL
12 O.G.
....
attach as per
J
Typ. Alum. window
manufacturers
jamb or sliding glass
product approvals
X
;::•
doorjamb
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
NOTE: Method of attachment and
Gunable sealants shall comply with
AS NOTED.
waterproofing procedures are the
ASTM C 920 Class 25 grade or
same at poured concrete sill.
greater for proper joint expansion
DOOR SIDES
and contraction
1/2 x 6"" REDHEADS WITH MIN.
Coat Bucks with Dry Lock Waterproofing
z
2" x 1/8"'WASHER 12", FROM ENDS
after they have been installed and Chaulked
o
O
AND 16o.c. MAXDO
Window & Door Flashing
Detail at CBS Wall
°o
H
/4oR23AD'TAPCONSSTAGGERED
Includes Buck Attachment Method
24"o.c.
Garage Door Buck Detail
2 x 4 diagonal -X"
bracing at 8'-0"o.c.
starting from ridge
with (3) 12d each
end
(2) 12d��trusses
seelayout
Continuous 2 x 4 Lateral
bracing at 1/3 points of
span. Nail with (2) 16d
each truss btm. cord
Continuous 2 x 4 bracing
fastened to beam with
5/8- x 6" wedge bolts
with 1/8" x 2" washer 24"o.c.
Gable End Bracing Detail
2 x 4 bottom cord bracing
Galv. drip edge
O'min.4" lap
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Beam
Bottom Cord Lateral Bracing
00
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
all comer bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
90 DEGREE HOOKS
OVERLAP 25" MIN.
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51
POURED CELLS WITH
(1) #5 BAR CONTINUOUS
FROM BEAM TO FOOTING
date
7/28/19
scale
as noted
job number
Ir EEVI WED FOR 9035
COVE COMPLIANCE sheet
in Bond Beam Elev.s`. ".,U1Cu COUNTYA-5
0CC,
Attic Vents Calculation
Attic Area: 7524 s.f. / 150 = 50.2 s.f. required.
soffit area = 633 IS. x 2.0 = 1266 s.f.
Venting Provided:
3- Continuous Soffit Vent = 15 sq. in. per L.F
633 L.F. / 15 sq. in. per L.F. = 9,495 sq. in.
9,495 sq. in. / 144 = 65.9 s.f.
Total Ventilation Provided:
Wind Zones - Walls
Rear Elevation
scale: 3/16r" = 1'-0'
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.
#5 rebar at top
m real d
1 1 2
atbottom oflintel
=
F=filed gr-t
--_
c urinal
cm.
15 68womb—a
�8F16-1
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can care
mm
aE arvty of B5
4 abar at botem
nominal
ba, at ep
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6" Yaminal
Lintel Type Designation
Cast Crete Lintel Schedule
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field out 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 0270 Type M or S
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
4'-6-
10294
517
5077
222
81`28-1B/1T
L-2
10'-4-
3643
731
1732
276
8F28-1B/1T
L-3
4'-8-
9311
929
4594
290
8RF50-1B/1T
L-4
10'-4-
4754
305
2007
128
81`52-1B/1T
L-5
4'-6-
8672
994
4292
531
81`24-1B/1T
L-6
4'-6-
6113
305
2724
128
81`16-1B/1T
L-7
4'-8"
8672
661
4292
220
81`24-1B/1T
L-8
3'-8""
8974
700
4853
413
81`24-1B/1T
L-9
4'-8"
14438
446
6860
249
121`48-26/2T
L-10
14'-0"
720
525
579
444
12F8-2B/2T
L-11
4'-6-
6113
305
2724
128
81`16-1B/1T
L-12
13'-8-
2630
1281
1218
653
81`48-1B/1T
L-13
4'-4"
10893
1051
6183
537
8RF46-1B/1T
L-14
1T-4""
2047
200
872
100
8F48-1B/1T
L-15
13'-4"
2883
1281
1321
653
81`48-1B/1T
L-16
4'-2"
10294
1051
5077
537
81`28-1B/1T
L-17
7'-8"
6390
200
2494
100
81`48-1B/1T
L-18
3'-4-
7619
200
5408
100
12F16-2B/2T
L-19
15'-8"
881
520
1 687
317
12F16-2B/2T
L-20
10`4
1092
694
756
252
81`16-1B/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
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scale
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job number
19035
REVIEWED FOR
sheet
CODE COMPUAN !1 ¶_
A-6
STn a UCI CC'U1 ,"C>
BOCCI
Product Approval Affidavit Form
Category
Subcategory
g
Approval
Numbers
Manufacturer
Model Number
Glass
Type
Attachment Method
Building Design
Pressures
Product Rated
Design Pressures
A. EXTERIOR DOORS
Swinging
g ng
FL#: 17184.1
Plast ro
p
Fiberglass
g
Impact
P
Head & Sill: 6"" from corners. Jambs: 6"" from corners and
14 1 /2""o.c. max. Use 1/4- dia. Tapcons with
1 1/4- embedment in concrete.
+38.7 -42.1
+ /- 50.0
Sliding
FL#: 11103.1
CWS
8900
Impact
Head & Sill: 6- max. from frame corners and 4" from each
Astragal or Interlock. Jambs 18"o.c. max. P Hooks 12""o.c.
Use 1/4- dia. Tapcon with 1 3/4"" embed. into concrete
Use (2) anchors at each location
+36.2 -45.7
+/- 60.0
Sectional
FL#: 15371.2
DAB Door Co.
824
N.A.
5/16' x 1 5/8" Lag Screws (Full Tread) One at each Steel
Track Bracket.
+21.3 -24.1
+36.0 -44.0
B. WINDOWS
Singlehung
FL#: 5823.1
CWS
8100
Impact
Head & Sill: 4' from corners and 14-o.c. Jambs: 4" from
corners and 14" o.c. Max. 4- from meeting rail.
Use 1/4"" Tapcon with 1 3/4"" embed. into concrete
+38.7 -50.0
+/- 65.0
Fixed
FL#: 13010.1
CWS
8150
Impact
Head & Sill: 6" from corners and 12""o.c. Jambs: 6"" from
corners and 12" o.c. Use 1/4" Tapcon with 1 3/4"
embeded into concrete
+40.5 -54.0
+/- 65.0
Mullion
FL#: 9520.1
CWS
Horiz. Tube
Impact
(4) 3/16"" Tapcons at each clip to concrete with
1 3/4" embedment
+38.7 -50.0
+/- 80.0
D. ROOFING PRODUCTS
Roofing Tiles
FL#: 7804.1
Entegra
Concrete
See Below
Roof Tile Adhesive
FL#: 6332.1
ICP Adhesives
Polyset AH160
(1) Large Paddy 2"" x 10"" (45 gram)
-62.3
-112.0
Ridge Anchor
FL#: 6046.2
D.C.S.M.
Ridge Anchor
1 1 /2"" self sealing screws 16"o.c. or approved roof nail 6"o.c.
with sealant
-65.2
-112.0
Roof Underlayment
FL#: 5259.1
Polyglass USA
Polystick TU Plus
Direct bond to deck
-65.2
-135.0
4" Stuc1
12"Stucc
Entry Detail
scale: 1/2"" = 1'-0-
0
1
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4
14'-8""
I with (2)
d Filled with
t. Columns to
1e bottom of
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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scale
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job number
19035
IEVIEWED FOR sheet
DE COMPLII`-A_7
ST. LUCIE COUNTY
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Level 1
Job M 606
Performed by Vicki Lynne Barenberg for:
Telese Builders
8047 Spendthrift Lane
Port St Lucie, FL 34986
Air Calcs, LLC
7550 Hidden Hammock Ln
Vero Beach, FL 32966
Phone: 772.800.8413
vickilynne@aircalcs.com
Scale: 1 : 197
Page 1
Right -Suite@ Universal 2019
19.0.09 RSU27054
2019 Aug-07 09:38:25
...se Builders 8047 Spendthrift.rup
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FEEDER SCHEDULE
MAINS: (2) #3 C each with (3) 250 MCM THWN
EP EP UG Elect. to Power Co. Service Point
1/0 CU GRND. to Bldg. Steel, CWP &
Driven Ground Rod
(3) #3/0 THWN, #6 GRND., 2"C
Driven Ground Rod
(3) #3/0 THWN, #6 GRND., 2"C
Driven Ground Rod
FUTURE: Stub Out and Cap 2"" PVC Conduit
for Future Swimming Pool
FUTURE: Stub Out for Back Up Generator. Coordinate
with Contractor & Owner for required Uses
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GF1
Electrical contractor to verify all equipment loads prior to
start of construption. Electrical contractor to recalculate
electrical schedlale if loads are to be modified
Electrical Notes
1. All loads to He 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 conductofs 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.
Electrical Load Calculations
4593 Living S.F. at 3 VA 13779 watts
One 20 Amp Appliance Ckts. 1500 watts
Two Laundry Cir. # 1500 watts 3000 watts
One Oven 8000 watts
One Dishwasher & One Disposal # 1500 watts each 3000 watts
One Microwave # 2000 watts 2000 watts
One Dryer # 5 kw 5000 watts
Two Ref. # 1500 watts 3000 watts
Five Baths # 1500 watts each 7500 watts
Under Counter Ref.
Under Counter Ice Maker
Irrigation Pump
Total
First 10 KVA at 100%
Remainder at 40%
1500 watts
1500 watts
2000 watts
51.779 watts
10,000 watts
16,712 watts
Total 26,712 watts
Two AC Heat at 100°% 20,000 watts
Total 46,712 watts
46,712 W / 240 V = 194.63 Amps
ELECTRICAL LEDGEND
O RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
I e SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
OVER CABINET FLUORESCENT FIXTURE
OF RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
X
vCEILING FAN WITH LIGHT OPTION
®CARBON MONOXIDE
SMOKE DETECTOR
O EXHAUST FAN OUTLET
O MOTION SENSOR
THERMOSTAT ON SWITCH
DUPLEX OUTLET - SWITCHED ® DOOR CHIMES
DUPLEX OUTLET SMOKE DETECTOR
220 V OUTLET
-k SWITCH TELEVISION
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b} THREE WAY SWITCH -Q TELEPHONE
DIMMER SWITCH 17 PUSH BUTTON
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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 AFOL
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
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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job number
19035
sheet A—R V
109'—d"
Floor Plan
scale: 3/16" = 1'-0-
Project Data
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Project Name: Telese Builders
Street Address: 8047 Spendthrift Ln.
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City: Port St. Lucie
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County: St. Lucie
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State: Florida
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Roof Live Load: 30.0 p.s.f.
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Wind Speed: 160 MPH
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Soil bearing capacity: 2000 p.s.f.
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Building Data
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Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Total Building Area: 7,524 s.f.
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Area Tabulation
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Living 4593
Garage 883
Porch 858
Workshop 687
Entry 104
Trophy Rm. 399
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Total 7524
'Total Cubic Volume: 55,116 c.f.LO
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
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job number
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18035
sheet
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