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Project Data
Building Code
Project: Linda G. O'Quinn
6th Edition Florida Building Code: Residential
Street Address: T.B.D.
City: Ft. Pierce
2014 National Electric Code NFPA 70
I.
RECEIVED
County: St. Lucie
Area Tabulation
0-
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DEC 11 1020
Department
State: Florida
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Permitting
St. Lucie CeuntY
Scope of Work
Living 1941
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Garage 636
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New one level CBS single family
Porch 384
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to
residence
Entry 285
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Design Loads
Total 3246
n.
Lp
00
Roof Live Load: 20.0 p.s.f.
Total Cubic Volume: 20,146 c.f..
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Floor Live Load: N.A.
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Wind Speed: 160 MPH
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Wind Importance Factor. 1.0
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Building Category: II'
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Wind Exposure: C
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Internal Pressure Coefficent: .18
w
CD
Structure Designed: Enclosed
;
Soil bearing capacity: 2000 p.s.f.
VJ
Cast Crete Lintel Schedule
All Reber to be #5 Grade 60 mina
ICU
MARK
LENGTH OF
LINTEL
ALLOWABLE-.
'.. GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6-
8672
1048
4292
679
8F24-1B/1T
L-2
T-8"
3129
1107
1640
656
8RF22-1B/1T
L-3
14'-2"
1902
1235
968
730
8F22-1B/2T
L-4
4'-2""
8060
625
4409
364
8RF22-1B/1T
L-5
3'-8"
8974
102
4853
101
8F24-1B/1T
L-6
T-4"
8974
133
5591
109
8F24-1B/1T
L-7
T-4"
2661
154 ,,
1634
125
8F16-1B/1T
L-8
T-4"
6472` '.
188+
3508
139
8F52-1B/1T
L-9
1T-4"
2047
188
872
139
8F52-1B/1T
L-11
6'-8"
2661
151
1634-
125
8F16-1B/1T
L-12
8'-4"
1843
154
1133
114
8F16-1B/4T
L-14
8'-4-
1843
159
1133
158
8F16-1B/1T
L-15
10'-0"
1843
47,9
1133
380
81716-18/2T
L-16
20'-4"
598
113
306
134
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
�5n.�°a<u read.'
Safe Load Table Notes
puenily � %5 rebar
�-
�a°ryvmaf0o"I
1. All values based on minimum 4" nominal bearing.
_
F-filled pout
Exception: Safe loads for unfilled U lintels must
m
(
be reduced by 20% if bearing length is less than
61/2-.
8F16-1B/1T
2.N.R.=Not Rated
'
°ta
3. Safe loads are superimposed allowable loads.
7 ab b ttom ra .atop
a�a*^
4. One #7 rebar may be substituted for two #5
e "°mil"el
rebar in 8 inch U lintels only.
Lintel Type. Designation
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
Composite U Lintel Materials
p
7. Safe load ratings based on rational design analysis
ACL318 ACI 530.
per and
1. Grout per ASTM C476 fg=3000:psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
Installation Notes
2. Reber per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
1. Installation of U lintels must comply with architectural
and/or structural drawings.
minimum net area compressive strength = 1900 psi
-
4. Mortar per ASTM C270 Type M or S
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
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20011
sheet
A-1
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8'-3- 1 T-8"
6'-3" 5'-10" T-10" T-9'
(4) Risers at 7"
(3) Treadql at 11"
10" 1" Nosing
1.
YP-
Cast In Place cone.
Steps with 3000# mix
F.F.E.
0.00'
Riser Fight not
to exceed 7 3/4""
38'-4"
T
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19'-0" 16" T-0" 16" #5 Rebar
12"o..
T-8" 6,-2„
#5 Rebar
TYP. —28,"
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(4) Risers at 7"
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4- 2500# FIBERMIX CONC.
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ON CLEAN, OMPA TEDER
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TERMITE TREATED FILL.
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24"x 24~x 1i8"
Pad 5 rebar with
(1) #5 rebar 6'"o.c..
each way
—
F 4
_
_4" F
24"x 24"x 18"
4 I Pad FooLng with
—+-II (1) #5 rebar 8" h
each wayC.
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T-11"
T-10-
Foundation & Footing Plan
scale: 1 /4- = V-0-
J
T-10- 114"" 14'
16'-8"
Cone.
Steps
(4) Risers at 7-
(3) Treads at I I
10 6'-0-
T-8"
41'-0-
" T-10"" 14- 14'
8'-4"
16'-8-
T-4"
one. tep Detail
Garage
F-1
F-2
18" x 1$" mono. footing
with (2) #5 rebar Cont.
and curb
8
SEE TYPICAL WALL
4" to 6"
SECTION FOR DETAILS
4/,
16",
18"
STEMWALL & FOOTING
CURB FOOTING
AT GARAGE
F-3
F-4
Recess 4" at Shower
18" x 18" mono. footing
8"
with (2) #5 rebar cont.
4" 4'
4„
8" 16""
„
4
A F8-
18"
_-_- -
18"
TYP. SHOWER
RECESS
STEP FOOTING
F.F.E. 0.00,
(2) #5 Top & (2) Garage
#5 Bottom with (1) '28
#3 Vert. 16'o.c. Typ. '
F-5
osing
Entry FFE sb°` �
Ooo'
Riser Hght. not
to exceed 7.3/4"
Cast In Place cone.
=
E
Steps with 2500# mix
/rand #5 rebar 12-o.c.
/ each way
STEM WALL, SEE
TYPICAL WALL
SECTION
--1�_ —28"
4- 2500# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Conc. Step Detail
Entry & Porch
FORMWORK & SHORING GENERAL FOUNDATION NOTES
No structural concrete shall be stripped until it has reached at least 80% of Concrete shall be a minimum of 4"' thick over clean, compacted,
the 28 day design strength, termite treated fill and 6 mil polyethylene vapor barrier.
Design, Erection, & Removal of all formwork, shores, & reshores shall meet If concrete slab contains 6"' x 6" 10/10 WWM provide I- coverage
meet the ACI Standards 347 and 301
Concrete shall have at minimum compressive strength of not less
Contractor to verify all building setbacks prior to the start of construction.
than 3,000 p.s.i.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
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
SOIL STATEMENT:
bar diameters.
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Minimum coverage for rebar shall be 3" in footings and 1 1/2'" in
Fill shall be laid in layers of 12. Each layer to be compacted to 95%
bond beams. Hooks may be rotated horizonitally if required to
compaction.
achieve minimum coverages.
If the contractor encounters, while digging the foundation, any
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or 'Engineer
The foundation design assumes that the soil has a minimum
so as to order a soil boring test
load carrying capacity of 2000 p.s.f.
p
Dowel Rod Repair Note '..
In. the event the soil bearing capacity falls below 2000p.s.f. This
foundation plan may besuperceded by Foundation Design Engineer.
In the event vertical steel has been omitted from the down
pour locations, drill 5" into concrete (no closer than 3 3/4""
Satisfactory compaction test of fill does not verify lower soils are
adequate.
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
All specifications and dimensions to be verified by contractor.
Simpson Epoxy —Tie.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
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Job number
20011
sheet
A-2
2" v.t.r.
2" v.t.r.
1 1/2 V
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2" WASHER 101-0" C (� N `D
SINK � W O
Window Head In
3 —1 N 8'-0" _
❑ Cement Plank 0 J l�L N
2"v.t.r. Siding front only _
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Plumbing contractor to provide a
water hammer & shut off valve at j `� 1 1/2"" �' 4""Comer Trim ~ d
each fixture 2„ I '\ IEll Z
2" v.t.r. 2- Auto 3„ �� I 2"" v.t.r.
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Insulate all hot waier lines Vent I `�� LLJ U
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SINK Entry F.F.E. '
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LAY 2" 3" ro'nt Elevation stuoao 0
$" .sale: t/
over CBS 4-Stucco Band 8" Stucco Base
2„ 2""
3"'
& Cap Trim
Three Coat Stucco over
TUB 3", TUB 2„ Paper backed wire lath on
3" 2"" 2"" one layer of House Wrap on
W.G. 3-SHWR. 5/8""cdx plywood fastened to — 2" trusses per Nailing Schedule Q� i
Plumbing Riser - —
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All sanitary lines, 2- or less shall have a slope of 1/4- per
PLUMBING NOTES: foot minimum.
Plumber to consult with contractor and equipment ordered All sanitary lines', above 2" shall have a slope of 1 /8" per
for rough in dimensions. foot minimum.
Verify all dimensions with the floor plan. The floor plan Provide Anti -Scalding Valve in all showers.
dimensions dictates all other dimensions on other sheets.
Lowest living area floor, elevation (refered as 0.00') to be
Do not scale drawings, if any conflicts arise, contact the set by a professional land surveyor to the required building
Architect or Engineer for clarification prior to construction. department elevation, but not less than 18" above the crown
of the road.
cu 00
Top of Window ❑ ❑ r+1
to Soffit, Typical
❑ ❑
FL-17
Rear Elevation
scale: 1/4" = V-0"
12
2 '
3 I 2 13
---------- -- �—
El El
2
2 1 3
3 (' 2 2 3
3
II 1 — 2
� 2
Right Elevation
2 2
f �— ---- --� / 1 2
scale: 3/16" = 1'-0""
/
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2
2 / \
3 3
2 2 \
L/I — — // 2 \\ 2 \\
3 3 2, V/ / 1 \ \\, 2
® ® ® ® ® ® ® ® 000 2 / \
Roof Wind Zones / \
❑®® uuuuuu®® L— — - — — —�
®®® ®®®®®®®® 3 3 2 3 3 2 3 3
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Left Elevation
scale: 3/16- = V-0„
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Wind Zones - Walls
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date
11/7/2020
scale
as noted
job number
20011
sheet
A-3
Missed Tie Down Strap Note
In the event the Tie Dbwn Strap has been omitted from the
Layout location, install! one HTSM20 strap at the proper location.
Fasten with (4) 1 4- x1!2 1/4- Hex Head Titan screw to C.B.S.
and 00) 10d to truss. 1 MAXIMUM UPLIFT 1175 lbs.
C
C
1
C
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1
C
C
Connector Ndtes:
Lateral forces perpendicular and parallel to wall has been
Do not substitute connectors
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
Do not sheath trusses before all straps are in place
of trusses, see HIB-9.
Attach valley trusses and piggy back trusses, if present,
Other specs, if different from above, have priority.
to main trusses per truss manufacturer drawing.
A.T.R. = All Treaded Rod
Truss to truss connection by truss company, installed
Drill and Epoxy Set all A.T.R.
per manufacturers spec's.
Use either-Hilti- 0-100 or Simpson Epoxy Tie Epoxy
Connector Schedule
Truss
Bearing
Truss
Connector
Gnty.
Connector
Fasteners
Point
Uplift
ID
Uplift
19
1849
HHETA20
1
2235
00) 1Od x 1 1/2"
A1G
1 Ply
11
1713
HETA20
1
1810
(9) 10d x 1 1/2"
(1) 5/8'ATR drilled & epoxy
A21GE
26
2539
MGT
1
3965
into bond beam with 12""min.
2 Ply
embed. and (22) 10d to truss
F
(1) 5/8"ATR drilled & epoxy
19
4022
into bond beam with 12-min.
MGT
embed. and (22) 10d to truss
MTSM16
1
Each
4825
(7) 10d to truss and (4)
B2G
17
4072
1/4-x 2 1/4""Titen to CBS
2 Ply
1
3787
(1) 5/8'ATR drilled & epoxy
MGT
1
3965
into bond beam with 12"min.
11
3098
embed. and (22) 1 Od to truss
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
Truss Bearing Point Locations are numbered per the Truss Profile
Sheets Provided' by the Truss Manufacturer.
2 x 4 diagonal "X"
bracing at'8'-0'o.c. Galv, drip edge
starting from ridge
with (3) 12d each min. 4" lap
end
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
(2) 1
trusses 24""
see layout
See truss shop
drawings
Continuous 2 x 4 Lateral
bracing at1/3 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
Bottom Cord Lateral Bracing
1 x 3 p.t. over 2 x 6
Paint Grade Fascia
Gable end truss
by truss mfgr.
5/8" cAx. plywood
`with 8d nails 4"o.c.
Cover with House Wrap
2x "1"" web stiffener
as required by the
truss mfgr.
"Simpson" HETA16 truss
to bond beam with (14)
10d x 1 1/2-
located at each truss
vertical
Concrete Bond
`Beam
Attic Vents Calculation
GARAGE, PORCH, and ENTRY AREAS
Attic Area: 1305 s.f. /'150 = 8.7 s.f. required.
soffit area = 152.7'IS. x 1.5 = 229 s.f.
end Venting Provided:
,CESS 8 x 16 soffit vent: 85 sq. in. each vent
15'Vents along overhang = 1,275 sq. in.
A.F.F. 1,2775 sq. in. / 144 = 8.9 s.f.
Total Ventilation Provided: 8.9 sq. ft.'
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date revision
drawn
ed.
checked
s.l.
date
11/7/2020
scale
as noted
job number
20041
sheet
A-4
STRUCTURAL NOTES:
T' GENERAL R04FING NOTES
Ceramic Ile
Shall be installed in accordance with ANSI A108.1 A108.4 A108.5 All reinforcing steel shall be high strength billet steel and shall
conform'to ASTM A-615 grade 60 specifications. Lap continuousRoofing to be composed of and attached to pre manufactured
A108.6, A108:11, A118.1, A118.3, A136.1, & A137.1. Fiber mat reinforced wood trusses as follows:
reinforcing 48 bar diameters or 30' in beams and in slabs. tap
backer shall be used behind walla lied ceramic tiles in the tub bottom steel over supports and to steel at mids an. Hook PP Pp P P Felt underlayment (min. ASTM 0 226 Type.[0 with 4"' min: side and
and shower areas and conform to ASTM C1325. Per Durock, discontinuous ends of all top bars. Reinforcing steel shallhave end laps, fasten with coorosion resistant annular ring shank! nails
cement board exceeds ASTM C1325. a minimum of 1" concrete cover, or as follows: at 6" o.c. in laps and In staggered rows spaced 12' o.c. in field.
If roof pitch is < 4/12 install (2) layers 15# felt.
BOTTOM TOP SIDES If roof pitch is 4/12 or greater, install (1) layer 30# felt.
Gypsum Mote Beams: 1 1 /2" 1 1 2" 1 2" 5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips,
/ 1 / 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" _
yP spaced max. 6 o.c. throughout, except max. 4 o.c. at gable ,ends.
01177, 01178, C1278, C1396, or C1658 and installed per FBC residential Structural Poured: 3/4"' 3/4"
Poured Walls: _ 3/4'" All roof trusses are to be pre -manufactured assemblies provided by
code. Per USG, Wallboard conforms to 01396. Slabs exposed a licensed wood truss fabricator with separate drawings and data
to the weather 3/4" 1 "' prepared for actual project conditions by a Florida registered
Gypsum Board & Gypsum Panel Products professional engineer certified for truss design. Any deviation from
Reinforcing steel shall be detailed and fabricated in accordance the proposed plans as shown regarding placement or bearin, shall
with the "'Manual of Standard Practice of Detailing Reinforcingbe brought to the attention of the truss engineer prior to fa brication
Gypsum board and gypsum panel products shall be applied g of the trusses. The truss manufacturer's certified layout shll govern
at right angles or parallel to framing members. All edges and Concrete Structures" and the current ACI Building Code 318" after fabrication.
ends of gypsum board and gypsum panel products shall
All structural steel shall conform to current ASTM Specification A-36The handling, erection, and fixing of wood trusses shall be in
occur on framing members, except those edges and ends that accordance with the specifications contained on the certifi;d mfgi's.
are perpendicular to the framing members. Interior gypsum All wood' in contact with masonry shall be pressure treated or apl roved drawings and data.
board shall not be installed where it is directly exposed to separating material
weather or to water. 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
Wall and ceiling gypsum board shall be fastened with screws any discrepancies the Architect or Engineer shall be notified before Splitting or cracking of structural components due to installation of
spaced at 12"o,c. Screws for attaching gypsum board and gypsum proceeding. hardware is not permitted.
panel products to Wood framing shall be Type W Or Type S in Unless otherwise noted, the installation of specified hardwa%e shah
accordance with ASTM C1002 andshall penetrate thewood not No slump over 5-shall be permitted for any structural concrete ithout conform to the truss manufacturers installation instructions and '
less than 5/8" inch 0 5.9mm) Gypsum board and Gypsum panel the Architect or Engineer approval. standard practice.
products shall be attached to cold formed steel framing less
than 0.033" (1mm) thick shall be Type S in accordance with All Design and Construction shall be inaccordance with the current
ASTM C1002 or bugle head style in accordance with ASTM C1513 American Concrete Institute(ACI). and the American Institute of Steel
and shall penetrate the steel not less than 3/8" to 0.112 Construction (AISC), The Florida Building Code and all applicable
0 mm to 3mm) thick shall be in accordance with ASTM 0954 or local codes.
bugle head style in accordance with ASTM 1513. Screws for
attaching gypsum board or gypsum panel products to structural Structural Concrete shall attain a minimum ultimate compressive strength
insulated pagles shall penetrate the wood structural panle facing (Fe') in 28 days as follows:
not less than 7/16"o.c. 01.1 mm). 8" x 16- C.M.U. WITH CELLS FILLED
Column Footing and Wall Footing: 3000 p.s.i. WITH GROUT & (1) #5 VERT.
Gypsum board used as the base orbacker for adhesive application Column and walls from foundation to roof: see column schedule. .' . DOWEL
of ceramic tile or other required nonabsorbent finish material shall All other concrete: 3000 ps.i. a
conform to ASTM C1396, 01178, C1278. Use of water resistant gypsum backing board shall be permitted on ceilings. Water Footing sizes and reinforcing are based on allowable soil bearing
resistant capacity of 2000 ps.i. All footings shall bear in virgin soil. If this x
gypsum board shall not be installed over a Class 1 or is not the case, the Architect or Engineer shall be notified Defer w
Class 2 vapor retarder in a shower or tub compartment. Cut or g P.T. 2 x 6 AT (3) SIDES OF
&-/]
exposed edges, including those at wall intersections, shall be proceeding with the work. OPENING, FASTEN TO BLOCK
sealed as recommended by the manufactuer. Water resistant AS NOTED.
gypsum backing board shall not be used where there will be Timber (Heavy Timber Construction) DOOR SIDES '
direct exposure to water, or areas subject to continuous high (a) Truss manufacturer shall submit a signed and sealed shop
humidit drawings by a registered Engineer. 1/2"' x 6"'REDHEADS iWITH MIN.
y' (b) Wood rafters to have a Stress Grade of Fb=1200 ps.i. ii 2" x t/8"WASHER 12" FROM ENDS
(c) Roof members should be secured to the beams or other o AND 16"o.c. MAX.
structural components with hurricane anchors for wind uplift. 0
Cold Formed Steel Note S DOOR HEAD
All wood members shall have a minimum fiber stress in bending 1/4" x 2 3/4" TAPCONS STAGGERED
Cold formed steel framing supporting gypsum board and gypsum of 1200 p,.s.i. with 1/360 max. deflection. 24-o.c.
panel products shall be not less than 1 1/4" (32mm) wide in the
least dimension. Non Load bearing cold formed steel framing All bolted; connections shall be 1/2" Cadmium plated or better.
shall comply with AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AIS1 S200 Lag bolts to be used only in shear connections with minimum Garage Door Buck Detail
ASTM C955, Section 8. 4- threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
Wood Framing Note internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
Wood framing supporting gypsum board and gypsum panel plys at frame bearing locations
products shall be not less than 2- (51 mm) nominal thickness
P I
in th least dimension except that wood furringstrips not less
than
1" b to be used over m) nominal di ension sal a GENERAL REQUIREMENTS Bottom sCord
P g g P �°
not more than 24"o.c. (610mm) All work to be as per the current edition of the FloridaBuildingCode
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
Wire Lath Attachment waste removal, storage, securing of sited accomodation, transp rt/freight,
and all other cost related to the completion of this project., un ess explicitly
Over wood framing the paper identified here. 2 x 4 top plate
backed wire lath Shall be Installed Owner is responsible for all municipal related charges such as impact
over one layer of approved plastic fees, and water connection, except building permit fees, which are to be
house wrap. Lath shall be attached included in the construction bid. 1/2„ gyp dw
horizontal framing members with 1.5
General contractor to check all drawings for errors and ommis ionsiand
roofing nails and t0 vertical wood bring them to the attention of the architect prior to starting any work, or
framing members with 6d Common ordering any materials of the respective division of work. If such errors 2 x 4 studs 24"o.c.
nails or 1 roofing nails driven t0 and ommissions are not reported in writingto the architect, an resulting No. 3 Stud Grade
penetration of not less then 3/4"" damages or costs shall be born entirely by the general contra^ or,
of an inch, or 1 wire staples Architect is not responsible for the contractors method or me ns of
driven flush with the plaster base. construction.
2 x 4 p.t. sill plate
Staples shall have Crowns not less General contractor is to keep the site in a clean and safe state through
than 3/4" and shall engage not less out the course of construction. On building turnover, general c ntraptor to
than three strands of lath and clean all surfaces so as to be free of dust, grease, stains, scuffs, etc: wood base
penetrate the wood framing members
not less than 3/41�. The fasteners must Unless otherwise noted, the installation ;of specified hardware hall
conform to the manufacturers instructions and standard practice. Cased Hard Coil
penetrate the wood framing members Nails 12"o.c. max.
not less than 3/4 Fasteners shall be All plans and drawings are not considered complete until they have (been
%" O.C. max, reviewed and approved by the St. Lucie County Building Department F.F:E.
and the building permit has been issued; 0.00'-
EXTERIOR CEILING & SOFFIT NOTE ^'
7/8 Stucco finish over 3/8" high ribbed gale. wire lath fastened to SHEATHING NAILING DOTES Concrete
framing members with No. 11 guage nails with l 3/4- embed. with 3/8- Foundation
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 Nailing Pattern Nailing Schedule Zone 1: 8d at 6"o.c. field & 4""o.c. edges ROOF & FLOOR DIAGRAM Interior Wall Section
INTERIOR WALL FRAMING NOTE Zone 2: 8d at 4"o.c. edges & field Use sheathing with#8 gun nails at 6"o.c.
Zone 3: 8d at 4-o.c. edges & field at supported panel edges and!#8 gun
Interior non bearing walls to be 2 x 4 studs 24' o.c. nails at 6"o.c. at intermediatesupports.
Spruce, Pine, Fir (SPF) #3 Grade lumber or better Pneumatic Nails
or metal studs (25 Ga.) Crimper may be used in
lieu of screws. Pneumatic or mechanicaly driven nails will ROOF SHEATHING TO GABLE END FRAME
be accepted under the following conditions: Use #8 gun nails at 4'o c.
BUCK ATTACHMENT NOTES
Min. nails size 8d or larger ring shank with comer bars at be.T
Min. shank diameter:.113 EXTERIOR SHEATHING (outside only) (2) comer
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH Min. Length: 2" bars at footing (minll)
Use #8 gun naps at 4 o c: at panel edges
TO BLOCK WITH 1/4" D[A. TAPCONS INTO C.B.S. Min. Head 'Diameter. .280 Full Round
and #8 gun nails at 4 0.. at panel top and e
SET AT 6" FROM CORNERS AND AT 12-o.c. MAX. Min. Ring Qiameter .012 over shank dia bottom and 6"o.c. in field ir
Min, 16 to,120 Rings Per Inch
vert. dowel lapped with
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH wall reinforcing, all
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS Note laps 30' (min.) in grout
OR "T"" NAILS" 4" FROM ENDS AND 12 o.c. filled cell
Gun nails shall be permitted as an
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION acceptable fastener from any manufacturer
Wood screws meeting the same size requirement
THRESHOLD NOTE may be used in lieu of nails without comment 30' Lap min.
At egress door (see floor plan) the max. hgth.
Corner Reinforcing Detail of the threshold shall be 1/2"
g
i
3/8" continuous bead of
5V Roof Panels
caulk (back bedding) behind
buck to prevent liquid passage
over 30# Felt on
set flange in continuous
19/32" o.d.x, plywood fastened
bead of caulk across the
as per nailing schedule
entire face of buck
CBS
Pre Engineered Wood
Roof Trusses 24"o.c.
u Min. 1 1/4" embedment
Shop Drawings by
w cg n a at windows and min.
1 1/2"` at
Others
°: embedment
c 2 ti d a ° a sl. gi, doors
g
1See Connector
;oaf
cc B Q
Schedule
a0 �d
a
1/2" drywall
12 Galy. Drip Edge
R2¢ Spray
Q 5 over 1 x 3 p.t.
Foam Insu .
10,-0„ot T.O.B.
stucco finish
perimeter caulk
1 /2"" d.W.
1/4-.max. struct shim
Attach p.t bucks -
1 x 4 p.t.
with 8d coil nails at
12'o.c.Firestopas
2 X 6 Cedar
Per
Fascia Board
Typ. Alum. window cturers
jamb or sliding glass product approvals
doorjamb
Stucco Soffit Over
NOTE: Method of attachment and Gunable sealants shall comply with
ASTM C 920 Class
Two Course Perimeter
High Ribbed Wire
Lath
waterproofing procedures are the 25 grade- or
same at poured concrete sill. greater for properjoint expansion
Beale With (1) #5 Rebar
1 `6"
and contraction
in each course, Filled
Install one layer of 15#
Coat Bucks with Protecto LWM200 Waterproofing
With Grout
felt to framing prior to
after they have been installed and Chaulked
installing wire lath
Window & Door Flashing Detail at CBS Wall
1 x 2 p.t furring
Includes Buck Attachment Method
strips 2411o.c
with R4.1 Foil
insulation
8 x 16 x 8
Alum. window corrosive resistant
:.
CMU Typ•
frame Tapcon concrete
d
3/8' continuous bead of srews installed as
caulk (back bedding) behind specified in window
shim to prevent liquid passage manufacturers product
Light Textured
approval
#5 Vert. rebar in
Stucco Finish
1/4" struct. shi
window sal
grout filled cell
set flange in continuous
See Floor Plan
bead of caulk across the
entire face of buck
for Locations
perimeter caulk
stucco finish
d' °
#5 Vert. Rebar with
precast
Protecto LWM200 - -
cone. sill
10"" Hook and 30"
Coating on Outside face
Lap. Tie to Vert.
and Janbs of Openings
all Sides min. 8 Gunable sealants shall. comply with
Reber In Cells
ASTM C 020 Class 25 grade or
greater for proper joint expansion
and contraction
(1) #5
M
Reber
Typical Precast Cone. Sill Detail
Coat Bucks with Protecto LWM200 Waterproofing
after they have been installed and Chaulked
F.F.E.
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Galy. Cap
°D
+o,
s
i
4" 2500# Fibermix Conn.
100 ao
on .006 Vapor Bearier on
cIV 06
Clean, Compacted, Termite
i %
2" dia. Galy
Treated Fill
c
Pipe
LU
Grade
Set ballard 12"
00
from appliance
koN
Galy. Collar
(2) #5
Rebar=lr-4-
Typical(4)1/4""x21/4"' Cone.
Typical
Wall Section
Foundation
Tapcons
Bollard Detail
all comer bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 12" max. from comers & 30"o.c. max. Jambs
FL 239.7
S.H. Windows
SH-5500
Singlehung
PGT Industries
Impact
12' max. from corners & 17 7" max. 5 each side of
meeting rail. Use 1/4" Tapcon with 1 1/4' embedment
+33.5 -44.8
+/- 50.0
into concrete
Head and Sill: 6-max. from corners & 15"o.c. max. at
FL: 243.5
Picture
Windows
PW-5520
Singlehung
PGT Industries
Impact
Jambs.
Use 1/4" Tapcon with 1 1/4" embedment
+33.5 -44.8
+/-50.0
into concrete '..
Glazed
B" from corners and 3"& 7-each sideof center at head &
FILM 17184.2
Swing Doors
Fiberglass
Plastpro
Impact
sill and 6-from corners & 14 1/4-max. o.c. at jambs.
+33.5 -36.3
+/- 50.0
Door
1/4" tapcon screws with 1 1/4" embed, into cone.
FL#: 17184.5.
Swing Doors
Fiberglass
Plastp r o
Impact
6" from comers & 14"o.c. at jambs, head, sill. 1/4" tapcon
screws with l 1/4" embed. into conc.
+33.5 -36.3
+ 65.0 -70.0 (Inswing)
Door
FL#: 5678.28
Overhead Door
Grand Harbour
Clo a
Clopay
Impact
Flag Bracket Angie (3) total 5/16" x 1 5/8" lag screws. (7) total
+27.9 -3t2
+37.0 -41.0
Series
Bracket T-0" height (1) 5/18" x 1 5/8" lag screws per bracket,
Approval
Product
Model Number
Manufacturer
Attachment Method'
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL: 17443.1
Roofing
5V CrimpJA
Taylor Roofing
g
#9-15.x 1"coorosion resistant screw with sealing. washer at each rib
12"o.c. in field and 6"o.c. along perimeter.
-45.0
-69.25
FL: 9777.7
(optional)Undedayment.
Roofing
Weatherlock
Specialty
Owens Coming
g
Direct attachment to plywood deck
-45.0
-142.5
FL: 12098.1
Siding
Lap Siding
Nichiha
Aerosmith Fastening Systems, SurePin 2'9ong, .30 Head Dia., .145 Shank
dia. Direct to CBS, Face Nail 16"o.c.
-45.0
-78.3
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date revision
i
drawn
S.I.
checked
s.l.
date
11/7/2020
scale
as noted
job number
20011
sheet
A-5
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GFt
Electrical contractor to verify all equipment loads prior to'
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
2. All work to meet the National Electrical Code
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
4. All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
for exterior lights on building, AC, MC, or EMT conduit elsewhere.
5. Ensure min. 36" clear between equipment and disconnects; Typical
Electrical Load Calculations
1941 Living S.F. at 3 VA
5823 watts
One 20 Amp Appliance Ckts.
1500 watts
Two Laundry Cir. @ 1500 watts
3000 watts
One Dishwasher & One Disposal @
1500 watts each
3000 watts
One Microwave @ 2000 watts
2000 watts
One Wall Oven
6000 watts
One Dryer @ 5 kw
5000 watts
One Ref. @ 1500 watts
1600 watts
Three Baths @ 1500 watts each
4500 watts
One Exhaust Hood
1000 watts
Water Heater
8500 watts
Septic Hook Up
1200 watts
Well Pump
1400 watts
Total
44,423 watts
First 10 KVA at 100%
10,000 watts
Remainder at 40%
13,769 watts
Total
23,769 watts
One AC Heat at 100%
10,000 watts
Total
33,769 watts
33,769 W / 240 V = 140.7 Amps
Use 200A Service
(3) #2/0 (THW) copper
and (1) #4 ground (THW)
copper in 2 galy. conduit
(3) #2/0 (THW) copper
and (1) #4 ground (THW) all
F.P.L. service
copper in 2 galy. conduit
(if overhead
service)
Panel: 200 B. 200 Amp
Circuit
Circui
1,6, 3W 40 Cit Panel
M
O
120/240 Volt
a.c.
disc.
(3) #2/0 (THW) copper
and (1) #4 ground (THW)
copper in 2 galy. conduit
5/8" dia. x 10'-0-
F.P.L. service
(if underground
long ground rod 3/4"" copper
'.service)
water pi
8'-0"
tie ground wire
to footing rebars
Electrical Riser Electrical Riser
Diagram
i
Well
Pump Disc.
Safe
Meter
EP gf, FM
01ac.
wh
gr' o
Xah.
o
Golf Cart eC
I
Cing. Mount
for G.D.O.
I I �1 p:c. in
I attic
I
I
L---I
� I
'. Cing. Mount '
for G.D.O.
Dining
Kitchen r
510
I
I
L--------
I grl.
Garage
Electrical Plan
scale: 1/4" = 1'-0""
ELECTRICAL LEDGEND
O RECESSED LIGHT WITH LENS Cd EXTERIOR & WET LOCATIONS
I SURFACE MOUNTED LIGHT FIXTURE
'r TTTe SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE I,
. UNDER CABINET FLUORESCENT FIXTURE
e RECESSED:. INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN
I iO EXHAUST FAN OUTLET pp0000qq
I_J DOOR CHIMES
THERMOSTAT COMBO SMOKE & CARBON
S MONOXIDE DETECTOR
DUPLEX OUTLET- SWITCHED
TELEVISION
DUPLEX OUTLET
L. 220 V OUTLET TELEPHONE
SWITCH M• LUSH BUTTON
-( THREE WAY SWITCH ..yr DIMMER SWITCH
NOTE: ''RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
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OUTLETS THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE'15 & 20 AMP BRANCH CIRCUITS
COORDINATE THE TV AND PHONE LOCATIONS WITH CONTRACTOR
Fan & Light
Bedroom 2
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date revision
drawn
checked
S.I.
date
11/7/2020
scale
as noted
job number
20011
sheet
A-6