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60'-0"
16'-4" 43'-8"
10'-2" 6'-2" 13'-0"
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L-2 L-2
61-0" 9'-4" 1 6'-0"
Floor Plan
16'-4' scale: 1/4" = 1'-0-
Project Data Building Data
Project Name: Prussing residence Occupancy Type: Group R
Street Address: XXXX Construction Type: V r.••�
City: Ft. Pierce Number of Stories: One
County: St. Lucie I Project Area: 3423 s.f. Nco
State: Florida O er
Building Code 1 W "'
Scope of Work V Zz U,
2020 Florida Building Code: Residential _ o CO
New one level CBS single family 2017 National Electric Code NFPA 70 W (n m
residence W U
O '1— 00
Design Loads Area Tabulation
Roof Live Load: 20.0 p.s.f. Living 2511 I— 0 o
Wind Speed: 160 MPH Garage 471 (Uw CL
Wind Importance Factor: 1.0 Porch 307 Q
Building Category: II Entry 134 J Cn
Wind Exposure: B uJ to
Internal Pressure CoefPicent: .18 Total 3423 ; = M
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Total Cubic Volume: 20,088 c.f. (n
Climatic & Geographic Design'Criteria
Weathering: Negligible Termite Area: Very Heavy F- Q
Flame Spread Index & Smoke Developed Index ICUW c> . 1
Insulation Flame Spread: Not to exceed 25 / ~ N
t900
Insulation Smoke Developed Index: Not to exceed 450 �.i_ U p Z N
Wall Finishes: Not greater than 200 LLLJ r
Ceiling Finishes: Not greater than 20000
Q `�
LL M
T
Safe Load Table Notes Installation Notes" r
t All values based on minimum 4" nominal bearing. 1. Installation of U lintels must comply with architectural _
Exception: Safe loads for unfilled U lintels must and/or structural drawings.
be reduced by 20%if bearing length is less than - - _
6 1 /2". 2. U lintels can be field cut to the required length.
2. N.R. = Not Rated i 3. Cast in place concrete may: be provided in composite
3. Safe loads are superimpose
r. wable loads. U lintel in lieu of concrete masonry units.
d allo
4. The exterior surface of U lintels installed in exterior
4. One #7 rebar may be substituted for two #5 concrete masonry walls shall have a coating of stucco
rebarin ,8 inch U lintels only. applied in accordance with ASTM C-926 or other
approved coating.
5; All safe loads in units of pounds per linier foot O
5. Concrete masonry units used in composite U linter shall • —
6. All safe loads are based on simply supported span: be laid in a running bond. V
7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required.
per ACI 318 and ACI 530. L
7. U lintels are manufactured with a 5 1/2" long notch at ^
both ends to accomodate vertical cell reinforcing and N 1.L
usarebarxrAo grout.
m .(U read. � (�{
Ni— ai blena ofN.l O `�
FS fhd gout • b �.
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��-1 I t Composite U Lintel Materials
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"ort 8 F 16-1 BA T 1. Grout per ASTM 0476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump. O
L
mr.a 2. Rebar per ASTM A615 Grade 60
J
brt°f T -bn A fW5
giber dbetbm 'e1J barrttm
b is, 3. Concrete masonry units (CMU) per ASTM 090 with
minimum net area compressive strength = 1900 psi
Lintel Type Designation ^ 4. Mortar per ASTM C270 Type M or S
O
Cast Crete Lintel Schedule All Reber to be #5 Grade 60 min. X
MARK
LENGTH OF
LINTEL
ALLOWABLE
..GRAVITY LOAD
APPLIED
'GRAVITY LOAD
ALLOWABLE
.UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
3'-8"
6113
150
4853
100
8F16-1B/1T
L-2
4'-6"
6113
955
2724
526
8F16-1B/1T
L-3
T-6"
2661
1021
1634
593
8F16-1B/1T
L-4
4'-4"
5206
115
2635
123
8RF14-1B/1T
L-5
T-8"
1843
250
1133
150
8F16-1B/1T
L-6
13'-8"
1697
1042
887
734
8F24-1B/1T
L-7
T-8"
1568
1238
1135
898
8RF14-1B/2T
L-8
16'-4"
950
159
500
213
8F16-1B/1T
L-9
10'-0"
1533
175
914 '
205
8F16-1B/1T
L-10
17'-8'
1282
140
546
154
8F24-1B/1T
L-11
T-8-
4705
638
2463
342
8F28-1B/1T
L-12
1T-4"
1326
182
520
141
8F20-1B/1T
Min. Beam depths shown, beams may be increased without comment
At Lintels over 24" deep provide (1) #3 vertical rebar
at 24o.c. along length of lintel
At L-10 use (2) Lintels to achieve full bearing. Total bond beam width to be 16"
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date
5/3/21 W J
scale M O
as noted. Y• (� v'
job number
21015
sheet -
A-1
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4'-2" 3'-0" 4'-8", 13'-0"
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50'-0
43'.
14'-0_
3-0-1
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14'-0" 16'"
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12'-4"
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C.
F-11
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22'-6"'
4" 3000# FIBERMIX CONC.
C°i
OVER'.006 VAPOR BARRIER
ON CLEAN, COMPACTED,
1
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TERMITE TREATED FILL
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ASSUMED F.F.E. 0.00'
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30"x 30""x 18"
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30"x 30 x 18"
—
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-4 1
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20'-0"
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16
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Foundation & Footing Plan
4'-1"' 3'-10'" 5'-6'" L3'-10"____l 4'-1'" scale: 1/4" = V-0"
21'-4" 22'-4
16'-4"
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"' z 16"" mono. footing
with (2) #5 rebar cont.
16„
8"
4"" to 6"`
4„
4„
4„
16"
8-
18„
18"
MONO. EDGE FOOTING
CURB FOOTING
AT GARAGE
INTERIOR STEP FOOTING
F-3
F-4
8" x 8'" mono. footing
Recess 4'" at Shower
with (1) #5 rebar cont
8„
4„ 4,,
4„ 4„
4 • 4„
8" 16„
8--
18"
TYP. SHOWER
THICKENED EDGE
RECESS
GENERAL FOUNDATION NOTES
FORMWORK & SHORING
Concrete shall be a minimum of 4"" thick over clean, compacted,
No structural concrete shall be stripped until it has reached at least 80% of
the 28 day design strength.
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
meet the ACI Standards 347 and 301
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
Contractor to verify all building setbacks prior to the start of construction.
All 90% hooks are to be extended 10"' minimum beyond the turn.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is hot to be less than six
bar diameters.
SOIL STATEMENT:_
Minimum coverage for rebar shall be 3" in footings and 1 1/2"" in
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
bond beams. Hooks may be rotated horizonitally if required to
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
achieve minimum coverages.
compaction.
Reber overlap shall be 48 bar diameters. 30"" for #5 rebar
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
The foundation design assumes that the soil has a minimum
immediately report it to the owner and the Architect or Engineer
load carrying capacity of 2000 p.s.f.
so as to order a soil boring test.
In the event the soil bearing capacity falls below 2000 p.s.f. This
Dowel Rod Repair Note
p
foundation plan may be superceded by Foundation Design Engineer.
Sat
Satisfactory compaction test of fill does not verify lower soils are
In the event vertical steel has been omitted from the down
pour locations, drill 5" into concrete (no closer than 3 3/4"
adequate.from
edges and 5"" from ends of cap walls) Remove dust
All specifications and dimensions to be verified b contractor.
y
per manufacturers instructions and use Two part epoxy to
anchor the #5 rebar in place. Use either Hilti C-100'" or
All exterior slabs shall slope a minimum 1 /8" per foot for dr"ge
Simpson Epoxy -Tie.
2" v.t.r.
11
2„ v.t.r.
2
1 1 /2"
2" L v
tav 2""
SHWR.
2", W.C.
2- v.tr. 2"" Auto
Tub 3",
3"
Vent
PLUMBING NOTES:
3",
2
Plumber to consult with contractor and equipment ordered
SINK
for rough in dimensions.
Wash. 2"
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets. 3"
Do not scale drawings, if any conflicts arise, contact the
3"
Architect or Engineer for clarification prior to construction.
2-"IIvtr.
All sanitary lines 2"" or less shall have a slope of 1/4" per
6
3 2"
foot minimum.
2""
All sanitary lines above 2"" shall have a slope of 1/8"`per
1 1/2" 3"
foot minimum.
2," v.t.r.
Provide Anti -Scalding Valve in all showers.
Lowest living area floor elevation (refered as 0.00') to be
tAV
set by a professional land surveyor to the required building
w
3"
department elevation, but not less than 18"' above the crown
of the road.
SHWR. 2
Plumbing contractor to provide a
2'
w.c. 3"
water hammer & shut off valve at
each fixture
4-
Insulate all hot water lines C.O.
2„
4..
to Sewer
Plumbing Riser Diagram
system
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scale'
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job number
21015
sheet
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FILE COPY
5/12
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Roof Plan
scale: 1/8" = 1'-0-
5/12
Co
Typ.
18 O.H.
FIBERGLASS SHINGLES OVER
PEEL & STICK UNDERLAYMENT
12
OVER 5/8" C.D.X. PLYWOOD
5
SEE CONNECTOR
PRE ENG. WD. SCHEDULE
TRUSSES 24""c.c.
R30 BATT INSUL.
ALUM. DRIP EDGE ON
1 x2P.T.ON2x6
CEDAR FASCIA
1/2" D.W.
STUCCO SOFFIT
1 x 4 P.T.
FIRESTOP
WITH 8"" x 16""
SCREEN VENTS
8'-0"o.c.
(2) COURSE BOND
BEAM WITH (1) #5
LEVEL RETURNS
REBAR FILLED WITH
BY TRUSS MFG. 1 -g
GROUT EACH COURSE
PROVIDE "CASTCRETE"
8 x 16 x 8 C.M.U.
PRECAST LINTELS ABOVE
WITH #5 VERT. DOWEL
ALL OPENINGS
IN GROUT FILLED CELLS
TWO COAT
1 x 2 P.T. FURRING
24"o.c. �i
STUCCO FINISH
OVER CBS
3/4" INSULATION BRD.
ON C.B.S. AND 1. x 2 ;
FURRING 16"o.c. Co
11/z 4 PYT . D.W.
FIRESTOP
GRADE v
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F-1
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Typical
Wall Section
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Top of Wall
to Soffit
Front Elevation
scale: 1/4' = 1'-0"
Rear Elevation
scale: 1 /4" = 1'-0-
T.O.B. 11'-1
T.O.B. 81-1 "
Window Head 6'-9"
F.F.E� 0.00'
110
-EJ
Left Elevation
scale: 1 /4" - 1'-0 "
Ll
Right Elevation
scale: 1 /4" = 1'-0"
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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.I.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
Attic Vents Calculation
Attic Area: 3502 s.f. / 150 = 23.3 s.f. required.
soffit area = 330.7 I.f. x 2.0 = 661 s.f.
Venting Provided:
8 x 16 soffit vent: 85''sq. in. each vent
40 Vents along overhang = 3,400 sq. in.
3,400 sq. in. / 144 = 23.61 s.f.
Total Ventilation Provided: 23.61 sq. ft.
Missed Tie Down Strap Note
In the event the Tie Down Strap has been omitted from the
Layout location, install one HTSM20 strap at the proper location.
Fasten with (4) 1/4" x 2 1/4`" Hex Head Titan screw to O.B.S.
and (10) 10d to truss. MAXIMUM UPLIFT 1175 Ibs.
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty.
Connector
Fasteners
Point.
Uplift
: ID
.Uplift
7
4251 (Uplift)
HGUS212-3
1
5045 (UPI
(56) i 8d to ledger & (20) 16d to
7631 (Gravity)
9600 (Gravity)
to Girder
GRB
(1) 5/8" ATR with 12" min.
3 Ply
1
3241
MGT
1
3965
embedment and (22) 10d
to girder. Drill and epoxy
ATR in bond beam.
2
387
HETA20
1
1810
(9) 10d x 1 1/2"
ATB
1 Ply
253 (Uplift)
MUS26
1
1090 (Uplift)
to ledger & (8) 10d to
(to
8
1079 (Gravity)
1295 (Gravity)
truss
to truss
2
890
HETA20:
1
1810
(9)10d x11/2"
D6
1 Ply
788 (Uplift)
1085 (Uplift)
(12) 1/4-x 2 3/4"Titan to CBS
and (6) 10d to truss. Shim with
13
1448 (Gravity)
HU46
1
3950 (Gravity)
2 x 4 p.t. fasten to truss with
(10) 10d 6"o.c.
2
1630
HETA20
1
1810
(9) 10d z 1 11/2"
GRIL
2 Ply
2609 (Uplift)
HGUQ210-2
3440 (Uplift)
(28) 1/4"x3"SDS to ledger &
5
4954 (Gravity)
SDS3
1
7415 (Gravity)
(8 ) 1 /4"x 3"SDS to truss
2
782
HETA20
1
1810
(9) 1Od x 1 1/2"
GRK
1 Ply
703 (Uplift)
MUS28
i
1090 (Uplift)(6)
tOd to ledger & (6) 11 to
8
1107 (Gravity)
1295 (Gravity)
to truss
2
426
HETA20
1
1810
(9) 10d x 1 1/2"
K
1 Ply
302 (Uplift)
LUS24
1
490 (Uplift)
(4) 11 to ledger & (2) 10d to
5
566 (Gravity)
670 (Gravity)
to truss
(1) 5/8" ATR with 12" min.
7
352i
1
3965
embedment and (22) 10d
.MGT
to girder. Drill and epoxy
GRC
ATR in bond beam.
3 Ply
1
2198
HETA20
2
2500
(12) 16d
(1) 5/8" ATR with 12" min.
GRG
24
3260
MGT
1
3965
embedment and (22) 10d
1 Ply
to girder. Drill and epoxy
ATR in bond beam.
All other
trusses
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2-
to Frame
All other
trusses
ALL
<1810
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Valley
SuPpo
Framing
(4) lOd
Trusses
<250#
VTCR
1
370#
u
Tr
Trussss
(3) 10d x 1 1/2-
The Bearing Point Numbers on the Connector Schedule Match
with the Bearing Locations on the Truss Manufacturer's Profile
Sheets
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drawn
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S.I.
date
5/3/21
scale
es not
job number
21045
sheet
A-4
FILE COPY
I
3/8- continuous bead of Alum. window
STRUCTURAL NOTES: GENERAL ROOFING NOTES frame
Ceramic Tile caulk (back bedding) behind
All reinforcing steel shall be high strength billet steel and shalt buck to prevent liquid passage 3/8"" continuous bead of
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5 Roofing to. be composed of and attached to pre manufactured
Al08.6, All08.11, All 18.1, Al 18.3, A136.1, & All 37.1. Fiber mat reinforced conform to ASTM A-615 grade 60 specifications. Lap continuous wood trusses as follows: caulk (back bedding) behind
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap set flange in continuous CBS shim to prevent liquid passage
backer shall be used behind wall applied ceramic tiles in the tub bottom steel over supports and top steel at midspan. Hook Felt underlayment (min. ASTM:0 226 Type 9) with 4- min. side and bead of caulk across the
and shower areas and conform to ASTM C1325. Per Durock, discontinuous ends of all top bars. Reinforcing steel shall have end laps, fasten with coorosion resistant annular ring shank nails entire face of buck
cement board exceeds ASTM C1325. a'minimum of 1- concrete cover, or as follows: at 6"o.c. in laps and in staggered rows spacedl2"o.c. in field. 1/4" struct. shi
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. a' Min. 1 1/4" embedment set flange in continuous
4m c ° . at windows and min.
bead of caulk across the
5
Gypsum Note 5/8"" c.d.x. sheathing or equal installed with staggered joints & GI clips, - c 1 1/2"" embedment at
yp Beams: 1 1/2" 1 1/2" 1 1/2" g q n p o a entire face of buck
nailed to trusses: with Sd corrosion resistant annular ring shank nails 'N •`� A Q ° a a Sl. gl. doors
Gypsum board shall conform to ASTM 022, C475, C514, C1002, C1047 Slab on Grade: 1 1/2"" 1'" _ spaced max. 6-o,c. throughout, except max. 4"o.c, at gable ends. o
Structural Poured: 3/4"" 3/4"" a o w c perimeter caulk
C1177, C1178, C1278, C1396, or C1658 and installed per FBC residential - c °
Poured Walls: _ _ 3/4"" All roof trusses are to be pre -manufactured assemblies provided by o C E v
code. Per USG, Wallboard COnfOYn1S t0 01396. Slabs exposed a licensed wood truss fabricator with separate drawings and data .° m c y StuCCO finish
corrosive resistant -
Tapcon concrete Varies --
srews installed as
specified in window
manufacturers product Bottom Cord
approval of Truss
,-window sill
Gypsum Board & Gypsum Panel Products
certified
to the weather 3/4" 1 "" -
prepared for actual project conditions by a Florida registered
professional engineer certified for truss design. Any deviation from
ao •,� -3 a
co o N
a
1/2"' drywall
Reinforcing steel shall be detailed and fabricated in accordance
-Manual
the proposed plebs as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabrication
lo_ o M M
r� °
n
Gypsum board and gypsum panel products shall be applied
with the of Standard Practice of Detailing Reinforcing
g g ,
Concrete Structures and the current ""ACI Building Code 318
of the trusses. The truss manufacturer's certified layout shall govern
at right angles or parallel to framing members. All edges and
after fabrication.
ends of gypsum board and gypsum panel products shall
occur on framing members, except hose edges and ends that
g P
All structural steel shall conform to current ASTM Specification A-36
The handling, erection, and fixing of wood trusses shall be in
acc rdance with the s ecification to d o th f'
Protecto LWM200 precast
Coating on Outside face conc, sill
are perpendicular to the framing members. Interior gypsum
All wood in contact with masonry shall be pressure treated or approved
o p s con me o e ce ie m gr s,
drawings and data.
stucco finish
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.
perimeter caulk
Wall and ceiling gypsum board shall be fastened with screws
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
1 /4"" max. struct. shim
spaced at 12"o,c. Screws for attaching gypsum board and gypsum
proceeding.
hardware is not permitted.
Attach p.t. bucks
panel products to wood framing shall Type W or Type
With 8d coil nails at
caulk
d n
andshall not
penetrate Gypsum
accordance with ASTM C1m) Gypsum
less than 5/8"" inch (15.9mm) Gypsum board and Gypsum panel
No slump over 5" shall be permitted for any structural concrete without
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
12" o c
attach as per
products shall be attached to cold formed steel framing less
the Architect or Engineer approval
standard practice.
Typ. Alum, window
manufacturers
than 0.033" (1 mm) thick shall be Type S in accordance with
yp
All Design and Construction shall be inaccordance with the current
jamb or sliding glass
door jamb
product approvals
ASTM 01002 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"
0mm to 3mm) thick shall be in accordance with ASTM C954 or
Construction (AISC), The Florida Building Code and all applicable
local codes.
NOTE: Method of attachment and
Gunable sealants shall comply with
bugle head style in accordance with ASTM 1513. Screws for
eo DEGREE
waterproofing procedures are the
same at poured concrete sill.
ASTM C 920 Class 25 grade or
greater for proper joint expansion
attaching gypsum board or gypsum panel products to structural
Structural Concrete shall attain a minimum ultimate compressive strength
HOOKS
OVERLAP 25" MIN.
and contraction
insulated panles shall penetrate the wood structural panle facing
(Fc') in 28 days as follows:
not less than 7/16"o.c. (11.1 mm).
�.•.+-.1?" ` ^.
Coat Bucks with Protecto LWM200 Waterproofing
Column Footing and Wa1YFooting. 3000 p.s.i.
HORIZ. TIE BEAM STEEL
S
after they have been installed and Chaulked
Gypsum board used as the base orbacker for adhesive application
Column and walls from foundation to roof: see column schedule.
sEE WALL SECTION FOR
of ceramic tile or other required nonabsorbent finish material shall
All other concrete: 3000 p.s.i.
STEEL REQUIRMENTS
Window & Door Flashing
Detail at CBS Wall
conform to ASTM C1396, C1178, C1278. Use of water resistant
gypsum backing board shall be permitted on ceilings. Water
Footingsizes and reinforcing are based on allowable soil bearing
g g
Includes Buck Attachment Method
resistant gypsum board shall not be installed over a Class 1 or
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
POURED CELLS WITH
(1) #5 BAR CONTINUOUS
Class 2 vapor retarder In a shower or tub compartment. Cut or
d• •th th k
FROM BEAM TO FOOTING
exposed edges, including those at wall intersections, shall be procee
w1 a wor .
sealed as recommended by the manufactuer. Water resistant Timber (Heavy Timber Construction)
gypsum backing board shall not be used where there will be (a) Truss manufacturer shall submit a signed and sealed shop
direct exposure to water, or areas subject to continuous high drawings by a registered Engineer.
humidity. (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 a
Cold Formed Steel Note structural components with hurricane anchors for wind uplift.
All wood members shall have a minimum fiber stress in bending w
Cold formed steel framing supporting gypsum board and gypsum of1200 p.s.i. with 1/360 max. deflection. Change in Bond Beam Elev.
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. j
shall comply with AISI S220 and ASTM 0645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200 Lag bolts to be used only in shear connections with minimum
and ASTM 0955, Section 8.
4 threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
z
o
Wood Framing Note
internal thread diameter and shall not be hammer driven.
S
Wood framing supporting gypsum board and gypsum panel
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
o
8"
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
GENERAL REQUIREMENTS
PRECAST CONC. LINTEL TRUSS BEARING
permitted to be used over solid backing or framing spaced
not more than 24-o.c. (610mm)
All work to be as per the current edition of the Florida Building Code
FILLED WITH CONC. & II
(1) #5 REBAR TYP. •II
and meet or exceed all applicable local requirements.
II #3 VERTICAL REBAR
II 24"o.c. ALONG LINTEL
Wire Lath Attachment
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
•II
8" x 16" CONC. BLOCK it
and all other cost related to the completion of this project., unless explicitly EXTERIOR WALL BEYOND II ,
Over wood framing the paper
Identified here. SEE FLOOR PLAN FOR
VERT. STEEL REQ'MNTS.
backed Wire lath shall be installed
Owner is responsible for all municipal related charges such as impact
.p
over one layer of approved plastic
fees, and water connection, except building permit fees, which are to be
81-9"
house wrap. Lath shall be attached
included in the construction bid.
horizontal framing members with 1.5"
General contractor to check all drawings for errors and ommissions and
,PRECAST .
roofing nails and to Vertical wood
bring them to the attention of the architect prior to starting any work, or
RECESSED LINTEL in
framing members With 6d common
ordering any materials of the respective division of work. If such errors
ABOVE DOOR
nails or I"roofing nails driven to
and ommissions are not reported in writingto the architect, any resulting
penetration of not less then 3/4r"
damages or costs shall be born entirely by the general contractor.
of an inch, Or 1 11 Wire staples
Architect is not responsible for the contractors method or means of
k co
driven flush with the plaster base.
construction._
Staples shall have crowns not less '
General contractor is to keep the site in a clean and safe state through
6'-6"
than 3/4 and shall engage not less
out the course of construction. On building turnover, general contractor to
than three strands Of lath and
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
TOP OF DOOR
penetrate the wood framing members
OPENING
not less than 3/4"r. The fasteners must
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
penetrate the wood framing members
"
not less than 3/4 . Fasteners Shall be
All plans and drawings are not considered complete until they have been
A iL
6 A DETAIL
nl �+011 A BEAM
RA V J IVI /` M AI
TRANSOM
7„ O.C, max.
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 gale. wire lath fastened to
SHEATHING NAILING NOTES
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
Nailing Pattern Nailing Schedule
Exterior
INTERIOR WALL FRAMING NOTE
Zone 1: 8d at 6-o.c. field & 4"o.c. edges ROOF & FLOOR DIAGRAM
zone 2: 8d at 4-o.c. edges & field Use sheathing with #8 gun nails at 6"O.C.
CBS wall
Interior non bearing walls to be 2 x 4 studs 24o.c.
Zone 3: 8d at 4"o.c. edges & field at supported panel edges and #8 gun
nails at 6-o.c. at intermediate supports.
Spruce, Pine, Fir (SPF) #3 Grade lumber or better
or metal studs (25 Ga.) Crimper may be used in
Pneumatic Nails
#5 Vert. rebar
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
EXTERIOR SHEATHING
See Truss
Min. shank diameter:.113
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
Min. Length: 2" Use #8 gun nails at 4"o.c. at panel edges
Layout
TO BLOCK WITH 1/4- DIA. TAPCONS INTO C.B.S.
Min. Head Diameter: .280,Full Round and #8 gun nails at 4"o.c. at panel top and
SET AT 6- FROM CORNERS AND AT 12" o.c. MAX.
Min. Ring Diameter .012 over shank dia. bottom and 6-o.c. in field
Min. 16 to 20 Rings per Inch
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
Note
(2) 2 x 8 p.t. Ledger
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR ""T"" NAILS"' 4" FROM ENDS AND 12""0.o
--
T r
yp. Grout filled Fasten to CBS' 1/2"" die.
Gun nails shall be permitted as an
Perimeter Beam 8" long wedge bolts
STALLATION
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
fastener from any manufacturer
24"o.c. staggered
Wood screws meetingthe same size requirement
THRESHOLD NOTE
may be used in lieu of nails without comment
At egress door (see floor plan) the max, hgth.
Ledger to V B S Detail
of the threshold shall be 1/2"
WITH GROUT & (1) #5 VERT.
DOWEL
*
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
AS NOTED.
DOOR SIDES
1/2" x 6" REDHEADS WITH MIN.
2- x 1/8"WASHER 12" FROM ENDS
AND 16 o.c. MAX,
DOOR HEAD
1/4" x 2 3/4" TAPCONS STAGGERED
24"o.c.
Garage Door
Buck Detail
Galy. Cap
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
Coat Bucks with Protecto LWM200 Waterproofing
after they have been installed and Chaulked
'%x 4 hnttnm cord hraninv
r rr
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
Bottom Cord Lateral Bracing
SP8 AT EVERY STUD
WITH (10) 10d x 1.5" NAILS
TOP & SOLE PLATE
>_) 2 x 8 PLATE 0.00'- F.F.E.
See Fooling
2 x 8 STUDS 24"c.c. Details
2"" die. Galv
Pipe COVER STUDS WITH 5/8""cdx Adj. Wall at Garage
PLYWOOD, FASTEN AS PER
Set Ballard 12"' NAILING SCHEDULE. COVER
from appliance 6"" WITH (1) LAYER OF HOUSE
WRAP AND PAPER BACKED
t� WIRE LATH AND (3) COAT
STUCCO FINISH
Galt'. Collar
2 x 8 P.T. PLATE FASTENED
TO PERIMETER BEAM WITH 5/8"" x 6""
WEDGE BOLTS WITH 1/8"" x 3"" WASHER
2 x 8 P.T. PLATE AT 24""o.c.
(4) 1/4" x 2,/4"" Typical Conc. KNEE WALL TO MASONRY
Tapoons Foundation AT REAR PORCH WALLS
Bollard Detail
\-2 x 4 plate
'-1/2" gyp. d.w.
•RII battinsulation
Garage
2 x 4studs 16"o.c.
2 x 4 p.t. plate
fasten with 8d
cased hard nails
12o.c.
wood base
vl
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type
Design Pressures
Design Pressures
Head: 6"max. from comers & 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
NOA: 17-1212.13
Picture Window
6200
Lawson
Impact
6"max, from all corners & 12"max, o.c. along Jambs, Head, and
Sill. Use 1/4"Tapoons with 1 1/4" embedment into concrete.
+34.4 -37.8
+/-68.0
6-max. from all comers & 13"max: o.c. along Jambs, Head, and
NOA: 17-1212.05
Sliding Glass Dr.
9200
Lawson
Impact
Sill. Use (2) anchors at each location. Use a cluster of four
+34.4 -37.8
+56.7 -65.0
anchors at each stile ends. Use 1/4"Tapoons with 1 1/4"
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 -37.6
+/-76.0
1 1 /2" embedment into concrete.
6- from comers & 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 comers & 14.5"o.c. at Jambs: Head and Sill 3" and
FL#: 20468.12
Swing Doors
Fiberglass
Therma-Tea
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 Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#:5444.1
Roofing
3 Tab
Certain Teed
1 1/4" long roofing nails (6) per shingle
-45.0
> -100.0
FL#: 15371,1
Overhead Door
t M Master
HurricaneD.A.B.
824 /811
Doors
(1) 5/16"" x 1 5/8""Lag Screw Full Tread Hex Washer Head at 11""0.0.
+20.4 -22.7
+48.0 -52.0
(3
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S.I.
date
5/3/21
scale
as noted
job number
21015
sheet
A-5
FILE COPY
I
E
Meter
Electrical Plan
scale: 1 /4" = V-0'
Smoke detectors wired to 120V Bathroom lights
ELECTRICAL LEDGEND
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
O
RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
SURFACE MOUNTED LIGHT FIXTURE
F--e
SURFACE MOUNTED. FLUORESCENT LIGHT FIXTURE
Electrical Notes
UNDER CABINET FLUORESCENT FIXTURE
0
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
1. All loads to be checked by a Florida Licensed Electrician
CEILING FAN WITH LIGHT OPTION COMBO.
2. All work to meet the National Electrical Code
CARBON MONOXIDE
0 SMOKE DETECTOR
'
e
EXHAUST FAN OUTLET
3. Calculations and panels below are for sizing conduit and overall
O MOTION SENSOR
building load requirements only
b
THERMOSTAT ON SWITCH
4. All conductors to be copper; all insulation to be THHN. Conduit as
=0
DUPLEX OUTLET - SWITCHED ® DOOR CHIMES
follows: PVC below ground, Rigid from underground to service box
=0
DUPLEX OUTLET
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
SMOKE DETECTOR
me220
V OUTLET
5. Ensure min. 36" clear between equipment and disconnects, Typical.
-l+ TELEVISION
'Cr
.SWITCH
-pt
aw
THREE WAY SWITCH TELEPHONE
o
DIMMER SWITCH 19 PUSH BUTTON
NOTE:
RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F.
(3) #4/0 (THW) copper
ALL 420V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
and (1) #2 ground (THW) Wall
OUTLETS
THAT ARE NOT GFCI MUST BE AFCI.
copper in 2 galy. Conduit
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
Panel: 200 A.M.C.B. 200 Amp
l,d, 3W 40 Circuit Panel M
O
120/240 Volt
a.c.
disc. (3) #4/0 (THW) capper
and (1) #2 $round (THW)
copper in 2 galy. conduit
5/8" dia. x 10'-0""
F.P.L. service
long ground rod 3/4 copper
water pipe
1 8 —0 1
tie
ground wire
to
footing rebars
Electrical Riser Diagram
Electrical Load Calculations
2511 Living, S.F. at 3 VA
7533 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
44,533 watts
First'10 KVA at 100% 10,000 watts
Remainder at 40% 13,813 watts
Total 23,813 watts
One AC Heat at 100% 10,000 watts
Total, 33,813 watts
33,813 W / 240 V = 140.8 Amps
Use 200A Service
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s.l.
date
5/3/21
scale
as noted
job number
21015
sheet
A-6
FILE COPY
�f =LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that
should be read and given special attention to all
persons installing trusses.
SPACING NOTE
All trusses are to be set 2'-0" on
center except as noted.
MULTIPLE PLY TRUSSES MUST BE FASTENED
TOGETHER PER ENGINEERING BEFORE
SETTING. REFER TO ENGINEERING DRAWING
TO DETERMINE IF MULTIPLE PLY. gr,
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Sp n or less
60 degrees
orless
J\ Do not stand on
trusses
until they are braced per BCSI
&
properly nailed to
straps
and
hangers
.A1\ARRANGE WITH
CRANE
OPERATOR IN ADVANCE FOR
A
SPREADER BAR
OF 30'-
37'IN
LENGTH!!
Ta, l,,,e 4*— 112 span N Tag line Pprox 213 to 10
approx. tM of Span.
REFER TO BCSI REFER TO SCSI
Truss must be set this way If crane Is used. Truss must be set this way I crane is used.
Truss is an example, your truss may not match. Truss Is an example, your truss may not match.
Insist Caere operator sets truss this way. Insist crane operator sets truss this way.
All load bearing Walls, headers,
beams, & lintels must be in place
at indicated height before trusses
are installed. i
AIR HANDLER NOTE
Unless noted elsewhere on this layout, these trusses are not
designed for air handlers in the roof or for any other A/C
requirements. This may be in conflict with building code and A/C
Design requirements. Consult with Building Department and A/C
Contractor.
4F
MENW IN
The size of these trusses makes it necessary that they e set by a profeesional builder
familiar with and experienced in the problems and dangers of setting large span trusses.
The builder and erector should consult with an engineer licensed in Florida specializing
in wood roof trusses about the safe erection of these trusses. The engineer should be at
the job site when trusses are erected to provide supervision and advice.
REPRESENTS THE LEFT SIDE OF
EACH TRUSS DRAWING
SEAT PLATES BY CHAMBERS TRUSS
Of REPRESENTS A HANGER
HANGER SCHEDULE
USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN
CARRIED
TRUSS
CARRYING
TRUSS
HANGER ID
FASTENER FOR
CARRIED TRUSS
FASTENER FOR
CARRYING TRUSS
GRD
GRB
THD26 2
12 -10D
18 -16D
GRD
GRC
THD26-2
12 -10D
18 -16D
'Please refer to Standard Engineering package for genera( instuction on installing hangers
10d=0.148" x 3" 16d=0.162" x 3 1/2"
INDICATES
VOLUME
CEILING
CEILING
AT 8'-9"
/
CEILING
AT 10'-l"
CEILING
AT 12'-1"
LOAD
BEARING
AT B'-1"
LOAD
BEARING
AT 10'-l"
LOAD
BEARING
AT 11'-1"
1172royM4
* BUILDER TO UNDER FRAME CEILINGS AS NEEDERr
* LEVEL RETURNS ARE BY BUILDER IF DESIRED.
Scissors Hip Jack
Installations
aP CHORD
or,Acx
j as' 5ie —
Enq,avlrobrnaara
- Hip OAARffR
saN3
OR W HIP
V,
ip
9oTNe CHORD
OF
Carder
se W xa,
lift Hip
BOTTOM
CHORD
OFJACK
Whan nailing scissors
Jack to hip carrier use
a straight edge to align
Straight -
bottom of jack mth
the bosom of the back
Edge
of the hip Cartier.
FABRICATION AGREEMENT
TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED
e undersigned acknowledges and agrees:
1. Trusses will be made in strict accordance with this truss placement diagram layout, which Is the sole authority for
lermining successful fabrication of the trusses.
2. All dimensions in this layout have been verified by the undersigned.
3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the
dersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss
all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.
er 10 days of delivery remedy will be according to Florida statute 558,
4. The undersigned acknowledges receipt of "SCSI" summary sheet by TPI & WTCA.
5. Delivery is to job site. It is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has
sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will'.
responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has
redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is
ponsible to Chambers Truss for towing costs due to site conditions.
B. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour'.
, for revisions may be charged by Chambers Truss.
7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price.
oice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of
Nery if buyer cannot accept delivery of fabricated trusses The undersigned agrees to pay Chambers Truss
sonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be
led for all sums not paid within terms.
5. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
9. In consideration of Chambers Truss extending credit for this material the undersigned uncondifionally guarantees i
anent when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the:
fersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the
p'lent. ,
0. In the event of any 14gaiion concerning this agreement, the items furnished hereunder or payments referred to!
Bin, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida.
11, Design responsibilities are per mNafional Standard And Recommended Guidelines On Responsibilities For;
nstruction Using Metal Plate Connected Wood Trusses ANSIITPI1WTCA 4.2002m
2. Warranty is per Chambers Truss Warranty attached.
I
GATED
SIGNED
FOR TITLE I
OCONNECTIONS DESIGNED A spreader bar may be required per "BCSI'' to prevent injury & damage.
AND SUPPLIED BY OTHERS Multiple ply trusses must be fastened together per engineering before they are
set, failure to do so can result in roof collapse.
Temporary and permanent bracing are required and can save life and property
and is the responsibility of the truss erector.
Study the contents of the information packet included on delivery before
setting trusses.
PLUMB CUT END
2X4 TOP CHORD
WALL HEIGHT 8'-1"
END DETAIL: VAULT
4-01;r
PLUMB CUT END 1 L
2X4 TOP CHORD 5 r
WALL HEIGHT 8'-1"
END DETAIL: COFFER
4-01
1. /1 f 11
PLUMB CUT END 2
2X4 TOP CHORD
WALL HEIGHT VARIES 5 I-
END DETAIL: TYPICAL
Trusses must be set and braced per design to prevent injury & damage.
Trusses must be set plumb and square
Do not set bunks or stack of plywood, roofing material or any other
concentrated loads on trusses, this can cause collapse.
DO NOT INSTALL TRUSSES USING THIS
USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
LOADINGOESIGN CRITERIA REDUCIBLE
PER CODE SUCH AS SEC 1804.81
DESIGN CRITERIA
I
County
ST. LUCIE
Building Department
ST. LUCIE COUNTY
Wind Design Criteria
ASCE 7-16
Wind Design Method
MWFRS(Directionap/C-C hybrid Wind ASCE 7-16
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
Floor
Top Chord Live
20
0
Top Chord Dead
7 4.2
0
Bottom Chord Live
*10-Non Conecurent
0
Bottom Chord Dead
10 3
0
Total Load
47 7.2
0
Duration Factor
1.25
0 -
Wind Speed
160mph
Top Chord C.B.
Sheathing by builder
Bottom Chord C.B.
Sheathing by builder
Highest Mean Height
16
Building Type
Enclosed
Building Category
It: Non Restrictive
Exposure Category
C>Open Terrain with scattered obstructions
Miles from Ocean
5
Conforms to Florida Building Code 2020
R.D.L.=Restraining Dead Load
C.B =Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record
Chambers Truss Inc. Drawing Name: 77427
SCALE: 1 /4" = 1 r-0rr
167 total trusses, 51 unique designs
Designer: RLC Reviewed by: RLC
Date: 04/14/21 Y�
FOR,
ROIN RAYMOND
DESCRIPTION:
RYAN PRUSSING
i Page 1 of 1 CUSTOMER INITIALS EACH PAGE
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