HomeMy WebLinkAboutPLANSProject Data
Building Data
Area Tabulation
Project Name: Weinert residence
Occupancy Type: Group R
Living 2130
Street Address: T.B.D.
Construction Type: V
Porch 210
City: Ft. Pierce
Number of Stories: Two
County: St. Lucie
Entry 144
State: Florida
Garage 620
Buildin C de
Bonus Room 294
b �
Scope of Work Total 3398
6th Edition Florida Building Code: Residential
New two level CBS & Frame 2014 National Electric Code NFPA 70 Total Cubic Volume: 25,596
Single Family residence
Design Loads Climatic & Geographic Design Criteria
Roof Live Load: 20.0 p.s.f. Weathering: Negligible Termite Area: Very Heavy
Floor Live Load: 40.0 p.s.f.
Wind Speed: 160 MPH Flame Spread Ilidex & Smoke Developed Index
Wind Importance Factor: 1.0
Building Category: 11 Insulation Flame Spfpad: Not to exceed 25
Wind Exposure: C Index: Not to exceed 450
Internal Pressure Coefficent:.18 Insulation Smoke Developed
Structure Designed: Enclosed Wall Finishes: Not greater than 200
Soil bearing capacity: 2000 p.s.f. Ceiling Finishes: Not greater than 200
0
N
4'-0" 27_0"
4'-0"
25 I 25
s.h. s.h.
4'_2" 1 4'-2"
8'-4"
13'-4"
2'-6"
4'-O'p
9'-s"
(V
F
0
0
Co
0
in
o
cat
r'
96" x 16"
Fixed Glass
H35
s.h.
61'-0"
3'4"
15'-0" 8'-8" 7-0" 11'-8" 3'-3" 8'-10" 6_7"
3'-0" 4'-0" 5'-10" 5'-10"
❑ 3080 fixd 0 3080 fixed
L-1 One Lit, o One Lite
French P u O French L-6
Wini Blinds Included
Between Glass
9'-4"
Cing.
0 6080 L-2
5,_10" 16'-2" S.G.D.
Mastei Bdrm.
9'-4" Ceiling L-3 (2)s h 5
2869
Pocket
N 3069
IV
2068
00 Pocket
N 4'-10" 12"6" 2'-4" 2'-8 T
V-4"
F Cing. 000,
oe 2668
on
ra;<wao.natunn
Garage
9'-4" Ceiling
from F.F.E.
3'-4" 13'-4"
Provide One Layer
of Type X Drywall
on bottom cord of
Trusses Above the
Garage
10'-8"
Line of 2nd
Level Above
224
L-1 s.4h. I s.h.
21' 4"
O
00
KWa
llook
12'-0" Ceiling
(2)2x12
Header
4'-2" l'-5" 10" 3'-3" 4'-s"
`D Oven
ndw.
1'-4"
0 Cooktop &
0 Exh. Hood
Kitchen N
12'-0" Ceiling
Hf ty
7 Safety
sA
L-
Glass HB p w
0 Mini Blinds Included
Porch
Between Glass
-
9'-4" Ceiling
from F.F.E. B drm. 2
5'-2" O 9'-4" Ceiling0i
N
0
286s
Pocket
9'_4"g
6 Panel L-5 Clin. 3068
3080 6068
B drm. 3
9'-4" Ceiling
1 T-0" 3'-9"
V
Living Rm.
t
12'-0" Ceiling p
i
DRef7
N
�
T-0"
2'-2" 6'-0" _
22" x 30
]'-10" Attic Acc.
2868
Pocket
0
2" m
n
Wals
Hdr. to
I1'-0"
91-4"
Cing.
Soffit
Soffit
Dwn. 12"
Dwn. 12"
F.
6068
12'-0"
Cing.
Den
Dining
12'-0" Ceiling
12'-0" Ceiling
1'-10"
F-6"
9 -4" 8"
7'-0"
8" 9'-4"
3'-9"
8'-3"
j
6080 One Lite
°,
FL -
French with
Trans, Trans, Above
L-1
Bdrm.4
0
0
0 0�
o 0
0 0
9'-4" Ceiling
0
(2) 25 s.h.
1,_ 1
(2) 25 s.h.
0
& Transom
& Transom
O
s.h.
Above Entry 0
L-5
Above o L-1 (2) 25
y Egress
6 Panel
d
3080
9'-4" Ceiling
from F.F.E.
000
00
cc
oo
o0
L-13
L-13
L-13
jl
HB
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
3'-6"
T-0"
7'-0"
T-0"
10'-8"
l'-4"
1'-4"
1'-4"
1'-4`
6'-8"
6'-8"
26'-4"
13'_4"
REVIEWED
CODE COMP ANCE
ST. LUCIE COUNTY
ROM
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25
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Egress
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date revision
5/7/19 Plan Review
Comments
drawn
s.l.
checked
s.l.
date
1129/10
scale
As Noted
job number
19006
sheet
A-1
SCANNED
BY
St. Lucie County
I goq-ogq;4-
Rear Elevation
scale: 3/16" = 1'-0"
Roof Flan
scale: 1/8" = 1'-0"
Attic Vents Calculation
FIRST LEVEL
Attic Area: 2130 s.f. / 150 = 14.2 s.f. required.
soffit area = 26911 x 1.3 = 349.7 s.f.
Venting Provided:
8 x 16 soffit vent: 85 sq. in. each vent
25 Vents along overhang = 2,125 sq. in.
2,125 sq. in. / 144 = 14.7 s.f.
Attic Vents Calculation
SECOND LEVEL
Attic Area: 294 s.f. / 150 = 1.96 s.f. required.
soffit area = 48 l.f. x 1.3 = 62.4 s.f.
Venting Provided:
8 x 16 soffit vent: 85 sq. in. each vent
5 Vents along overhang = 425 sq. in.
425 sq. in. / 144 = 2.95 s.f.
Total Ventilation Provided: 14.7 sq. ft. Total Ventilation Provided: 2.95 sq. ft.
scale: 1/4" = 1'-0" Siding over CBS at 8'-0" a.f.f.-
Left Elevation
scale: 14" = 1'-0"
Right Elevation
scale: 1/4" =1'-0"
son
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18'-11"
17-7"
10'-10"
9'-4"
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13'-4"
12'-0"
9'-4"
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I/28/19
scale
As Noted
job number
19006
sheet
A-2
61 '-0"
T 11" 14'-2" 1'-7"
T-0" 11'-8"
F-9" 3'4- T-6" T-8" 21_9"
5'-8"
F-4"
;✓c
4" 2500W
cone. pad
4" 2500#
cone. padF F
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4" 2500# FIBERMIX CONC.
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3 OVER .006 VAPOR BARRIER
ON CLEAN, COWACTED
E
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F 2
TERMI E TREATED. FILL'
N
El
-
IF-4
- ASSUMED F.F.E. 0.00'
8"
6'-0"
5'-8„1'-
o
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Slope for
[IF-4
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Dr.
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F-1
Slope 1 1 /2" _4.,
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E E F_4 E E E 1 F-4 E E F 4
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❑ -4„ 0
F-1
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F-1
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6'-10"
T-8"
6-10"
l'-4"
7'-0"
1'-4"
7P-0"
1'-4"
T-0"
l'-4"
2'-10"
T-8"
T-10"
1'-4"
26'_4"
13'-4"
Foundation & Footing Plan
scale: 1/4" = 1'-0"
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
Conn -actor 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 madecuate, 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
ur locations, drill 5" into concrete (no closer than 3 3/4"
frpoom 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 "Hilo C-100" or
Simpson Epoxy -Tie.
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 W WM provide 1" coverage
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superseded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
2' v.t.r.
to San l Mrs
System
Plumbing contractor to provide a
water hammer & shut off valve at
each fixture
Insulate all hot waTer lines
Plumbing Riser Diagram
RE EWED'OR
COD COMPLIANCE
ST. LUCIE COUNTY
vtnr.r,
F-1
F-2
18" x 16" mono. footing
18" x 16" mono. footing
with (2) #5 rebar cons.
with (2) #5 rebar Cont.
and curb
g
4" to 5 1/2"
4"
4"
16"
16"
18"
.
18"
MONO. EDGE FOOTING
CURB FOOTING
AT GARAGE
F-3
F-4
8" x 8" mono. footing
18" x 16" mono. footing
with (1) #5 rebar cons.
with (2) #5 rebar cont.
4„ 4"
4" 4"
4"
4" 4"
THICKENED EDGE
STEP FOOTING
F-5
F-6
24" x 24" x 18" pad footing
18" x 16" mono. footing
with (1) #5 rebar 6"o.c. each
with (2) #5 rebar cont.
way
4"
4„
14' 0
12'
24" Square
18"
PAD FOOTING
INTERIOR FTNG.
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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data
1/23/19
scale
Pe, noted
job number
18058
sheet
A-3
Cast in place sill or Tie Beam Option
In the event that precast products are damaged in the
field cast in place sills and tie beams may be used (not
to exceed 5'-10") Typical cast in place tie beam to be
a min. 8" x 12" with (2) #5 top and (2) #5 bottom
u5 mbar atop
quad lry "r of','at,
t bottom of Ihmal
F•flled'ra. aviry
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Lintel Type Designation
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.
Connector Schedule
Truss
Bearing
Truss
Connector
QnTy
Connector
Fasteners
Point
Uplift
ID
Uplift
GR1
13
1021
MTS18
2
2000
(14) 10d x 1 1/2" per strap
2 Ply
2
649
HETA20
1
1810
(9) 1 Od x 1 1/2"
GR2
2
752
HETA20
1
1810
(9) 1 Od x 1 1/2"
1 Ply
9
2276
HTS16
2
2520
(16) 10d x 1 1/2" per strap
2
2412
DETAL20
2
2480
(9) 10d x 1 1/2" per strap
GR3
(1) 5/8" ATR Drill &
1 Ply
9
3396
MGT
1
3965
Epoxy with 12" min.
Embed. & (22) 10d
to Truss
GR4
2
1211
HETA20
1
1810
(9) 10d x 1 1/2"
8
1244
1 Ply
GRA
Ply P
2 Ply
2
1847
HETA20
2
2500
(6) 16d per strap
All trusses
Each
<1810
HETA20
1
j 1810#
(9) '10d x 1 1/2"
<1810
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
Bing.
All trusses
Each
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
to Frame
Brag.
<1000
MTS18
1
1000#
(14) 1Od x 1 1/2"
Valley
Supporting
Framing
(4) lOd
Trusses
<250#
1
VTCR
1
370#
Valley
Truss
1
1(3)
10d x 1 l/2"
Connector Notes:
Do not substitute connectors
SEE TRUSS PROFILE SHEETS BY TRUSS MANUFACTURE
FOR ALL BEARING POINTS, LOCATIONS AND DESIGNATIONS
Chambers Truss Company: Job Number 75842: Dated 3/7/19
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.)
Cast Crete Lintel Schedule
Contractor to approve temporary bracing to prevent
toppling of trusses, see HI13-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs under girders equal to
the number of plys.
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITYLOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
14'-2"
783
167
390
99
8F141B/2T
L-2
T-8"
1843
974
1133
660
SF161B/lT
L-3
6'-0"
3480
891
1880
522
SF161B/lT
L-4
IF-8"
1254
915
928
491
SF161B/2T
L-5
4'-8"
4567
100
1960
50
8RF141B/1T
L-6
20'-0"
598
273
369
127
8F161B/2T
L-7
3'-8"
6113
412
3079
175
8F161B/1T
L-8
T-8"
1568
167
931
99
8RF141B/1T
L-9
4'-6"
6113
167
2724
99
8F161B/1T
L-10
7-8"
1843
1253
1133
845
8F161B/1T
L-11
T-6"
2561
561
1634
297
8F161B/1T
L-12
7-8"
1843
589
1133
298
817161B/1T
L-13
8'-4"
1843
138
1133
90
8F161B/1T
L-14
17-4"
950
536
500
251
817161B/2T
L-15
10'-4"
1533
516
1183
255
8F161B/2T
L-16
9'-4"
1843
435
1133
227
8F161B/1T
Mim. Beam depths shown, beams may be increased without convent
At Lintels over 24 deep provide (1) #3 vertical rebar tied to Horiz. steel at 24"o.c. along length of lintel
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
RE I WD FOR
COD COMPLIANCE
ST. LUCIE COUNTY
BOCC
4'
1\VV1 t 1 XXL%.X LJ V114/1J
Wind Zones - Walls
PRODUCT APPROVAL
Approval
Glass
Building Rated
Product Rated
product
Model Number
Manufacturer
Attachment Method
Number
Type
Design Pressures
Design Pressures
Head: 2" max. from comers & 16"o.c. Jambs:
FL# 17499.9
S.H. Windows
185 SH
MI Windows
Impact
2" max. from corners & (2) equal spaced at each side of
meeting rail. Use 1/4" Tapcon with 1 1/4" embedment
+38.7 -42.1
+{- 55-0
into concrete
FL# 15349.5
Fixed Glass
185 SH
MI Windows
Impact
Head, Sill, .lambs: 2" max, from comers & 14" max. o.c.
Use 1/4" Tapcon with 1 1/4" embedment in concrete
+38.7 -42.1
+/- 55.0
Head: 6" max. from corners, (2) each side of meeting rail
nv
Impact
16"o.c. max. at Head & Sill. Jambs: 6" from corners and
FL# 22401.3
Sliding Glass Dr.
120/130/140
MI Doors
p
16"o.c. max. Use 1/4" ITW tapeons with 1 1/4"
+38.7 -42.1
+/- 55.0
embedment into concrete
7" from corners & 14.5"o.c. at Jambs. Head & Sill 3" & 7"
FL#: 20468,12
Swing Doors
Fiberglass
Therma-Tru
Impact
from corners and 3" & 7" on each side of Astragal
+38.7 -42.1
+/- 50.0
Use 1/4" Ta con with 1 1/4" embedment in concrete
6" from corners & 14.5"o.c. at Jambs.
FL#: 20468.4
Swing Doors
Fiberglass
Therma-Tru
N.A.
Use 1/4" Tapcon with 1 1/4" embedment
+38.7 -42.1
+/- 50.0
into concrete
NOA: 15-0304.01
Garage Doors
Hurricane Master
DAB D
Door Company
N.A.
Flag Bracket Angle (3) total 5/16" x 1 5/8" lag screws. (7) total
+20.4 -22.7
+36.0 -44.0
824/811
Bracket T-0" height (1) 5116" x 1 518" lag screws per bracket.
Approval
product
Model Number
Manufacturer
Attachment Method
Building Rated
Product Rated
Number
Design Pressures
Design Pressures
FL#: 11560.4
Roofing
Standing Seam
Metal Sales Mfn.
#10-12 Pancake head screws along panel seam 24"o-c. Fastener to
84 25
Image B
Penetrate decking by a min. of 1/4"
FL#: 16W.1
Underlayment
Smooth HT S/A
Tri Built
Direct Bond to Deck
FL#: 15353.8
Mullions
Vertical Alum.
MI Windows
(2) #10 Self Tapping Screw with 1 1/4" embedment into cone. per clip
+38.7 -42.1
+/- 75.6
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5/7/19 Plan Review
Comments
drawn
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date
1/23/19
scale
as noted
job number
18058
sheet
A-4
(2)2x4
TOP PI " TT
SP4 16"c.c.
(6) 1Od NAIL
(2) 2 x 12 HEADS
BOND TOGETHI
WITH 16d AT 6"(
l AT EVERY STUD
TH (6) 10d NAILS
P & SOLE PLATE
2) MSTA18
14) 1Od NAILS
)2x4STUDS
x 4 P.T.
PLATE
BmLy. Header Detail
PRE CAST CONC. LI
FILLED WITH CONC
(1) #5 REBAR TYP. P
BOND BEAM
8" x 16" CONC. BLOC
EXTERIOR WALL BI
SEE FLOOR PLAN F(
VERT. STEEL REQN.
8RF6-1 B/1 T
81,
TOP OF WINDOW
OR DOOR OPENING
TRANSOM BEAM DETAIL
AT ENTRY DOORS & WINDOWS
-8"
9'_4"
R30 Batt
insulation
1/2" gyp. d.w
1/2" drywall
2 x 4 plate
1/2" gyp. d.w.
RI I batt insulation
Garage
2 x 4 studs 't6"o.c.
2 x 4 p.t. plate
fasten with 8d
r cased hard nails
12"o.c.
wood base
0.00- $ F.F.E.
-7
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Footing
ails
0.00
Adj . Wall at Garage
pre engineered
trusses 24"o.c.
R30 batt
insulation
1/2" gyp. d.w
i`
F-5
1/2" drywall
(2') 2 x 4 plate
with SP4 with
(6) 1Od 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
base
1/2" dia. wedge bolt
with 3" x 1./8" washer
7" embedment 24"o.c.
Interior Brng. Wall
R-30 Hatt 1144
Insulation
N
1/2" d.w.-/
1 x 4 p.t.
Firestop
Two Course Perimeter -
Beam with (1) #5 Rebar
in each course, Filled
with Grout
1 x 2 p.t. furring
strips 24"o.c.
on 3/4" Insul.
Brd.
1/2" d
#`i vert. rebar in
grout filled cell _
See Floor Plan
for Locations
4" 3000# Fibermix Conc.
on .006 Vapor Bearier on
Clean, Compacted, Termite
Treated Fill
Standing Seam Metal Roof
panels over Peel & Stick on
19/32" c.d.x. plywood fastened
as per nailing schedule
Pre Engineered Wood
Roof Trusses 24"o.c.
Shop Drawings by
Others
See Connector
Schedule
12 2 x 4 p..t. 2 x 4 24"o.c.
Cont.
6 `
Galv. Drip Edge
over 1 x 4 p.t.
2 x 6 Cedar
Fascia Board
Stucco Soffit Over
High Ribbed Wire
Lath with 8 x 16
Vents
Install one layer of 15#
felt to framing prior to
8 x 16 x 8 installing wire lath
/- CMU Typ.
Hardie Plank Siding
fastened to CBS block
as per Product Approval
#5 Vert. Rebar with
10" Hook and 30"
Lap. Tie to Vert.
Rebar In Cells
0 00' oL F.F.E.
I INI III I!
v ;t Grade
(2) #5
Rebar
Typical Wall Section
SP6 at each stud
and 16"o.c. max. along
(2) 2 x 12 header header. Use (6) 1 Od
with 1/2" plywood 1 1/2" long for each
flitch bond together fastener
with 16d 6"o.c. (2) 2 x 6
staggered top plate
Header to Stud
with (1) MSTA18
with (14) 10d
WINDOW
ROUGH
OPENING
16"
max.
(1) 2 x 6 under header
and (1) 2 x 4 along side
of header, bond together
with 16d 6"o.c.
2 x 6 with SPH6
at stud with (10)
1 Od x 1 1/2"
SPH6 at each stud
Use (10) 10d x 1 1/2"
2 x 6 p.t. sill plate
fasten to truss with
(2) 16d per intersection
and (1) MTS16 at each
stud with (14) 10d nails
Window & Framing Detail
At 2nd Level Exterior Wall
R
IEW�OR
CO
COMPLIANCE
ST.
LUCIE COUNTY
BOA'^
90 DI tUREE HOOKS
OVFl(LAP 25" MIN
..............
HORIZ. TIE BEAM STEEL
.
U
'. SEE WALL SECTION FOR
rl N
STEEL REQL'TRMENTS
ice) �
H
�
POURED CELLS WITH
M
(1) 45 BAR CONTINUOUS
w
FROM BEAM TO FOOTING
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.� WC� W
Change in Bond Beam Elev. p
Typ. Second
Level W
Stud to Plate with
SP6 (6) 10d x 1 1/2'
2 x 6 Plate
Ply Pre Eng.
Girder Truss
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24"o.c. to girder
o
wrap over sill plate
W
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(V
Galv. Flashing
Cone. Tile
Roofing
en plate to girder
1(2) 16d at 12"o.c.
FRAME EXT. WALL TO
GIRDER ATTACH.
Cap
2" d
Pipe
Set bal
from a
Galv.
(4) 1/4" x 21/4" \_Typical Conc.
Tapeons Foundation
Bollard Detail
Grout filled CBS
cell with #5 vest.
8x16x8
CBS Exterior
Waller .....,......
1 x 2 p.t. 24"o.c.
see wall section
for insulation type
gyp.d.w.
Typical 2 x 4
`stud bearing
/ wall
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.
Brniz. Wall Attachment Detail
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1/23/19
scale
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job number
18058
sheet
A-5
Ceramic Tile
Shall be installed in accordance with ANSI A1081, A108.4, A108.5
A108.6, A108.11, A1181, 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 C 1325. Per Durock,
cement board exceeds ASTM C1325.
Gypsum Note
Gypsum board shall conform to ASTM C22, C475, C514, C1002, C1047
C 1177, C 1178, C 1278, C1396, or C 1658 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 C 1002 andshall penetrate thewood not
less than 5/8" inch (15.9mm) Gypsum board and Gypsum panel
products shall be attached to cold formed steel framing less
than 0.033" (lmm) thick shall be Type S in accordance with
ASTM C1002 or bugle head style in accordance with ASTM C1513
and shall penetrate the steel not less than 3/8" to 0.112"
(lmm to 3mm) thick shall be in accordance with ASTM C954 or
bugle head style in accordance with ASTM 1513. Screws for
attaching gypsum board or gypsum panel products to structural
insulated parties shall penetrate the wood structural panic facing
not less than 7/16"o.c. (11.lmm).
Gypsum board used as the base orbacker for adhesive application
of ceramic tile or other required nonabsorbent finish material shall
conform to ASTM C1396, C1178 C1278. Use of water resistant
gypsum backing board shall be permitted on ceilings. Water
resistant gypsum board shall not be installed over a Class 1 or
Class 2 vapor retarder in a shower or tub compartment. Cut or
exposed edges, including those at wall intersections, shall be
sealed as recommended by the manufactuer. Water resistant
gypsum backing board shall not be used where there will be
direct exposure to water, or areas subject to continuous high
humidity.
Cold Formed Steel Note
Cold formed steel framing supporting gypsum board and gypsum
panel products shall be not less than 1 1/4" (32mm) wide in the
least dimension. Non Load bearing cold formed steel framing
shall comply with AISI S220 and ASTM C645, Section 10. Load
bearing cold formed steel framing shall comply with AISI S200
and ASTM C955, Section 8.
Wood Framing Note
Wood framing supporting gypsum board and gypsum panel
products shall be not less than 2" (51mm) nominal thickness
in th least dimension except that wood furring strips not less
than 1" by 2" (25mm x 51mm) nominal dimension shall be
permitted to be used over solid backing or framing spaced
not more than 24"o.c. (610mm.)
Wire Lath Attachment
Over wood framing the paper
backed wire lath shall be installed
over one layer of approved plastic
house wrap. Lath shall be attached
horizontal framing members with 1.5"
roofing nails and to vertical wood
framing members with 6d common
nails or 1" roofing nails driven to
penetration of not less then 3/4"
of an inch, or 1" wire staples
driven flush with the plaster base.
Staples shall have crowns not less
than 3/4" and shall engage not less
than three strands of lath and
penetrate the wood framing members
not less than 3/4". The fasteners must
penetrate the wood framing members
not less than 3/4". Fasteners shall be
7" o.c. max.
6" C.M.U. WITH CELLS FILLED
i GROUT & (1) #5 VERT,
'EL
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLACK
AS NOTED.
DOOR SIDES
1/2" x 6" REDHEADS WITH MIN.
2" x 1/8" WASHER 12" FROM ENDS
AND 24"o.c. MAX.
DOOR HEAD
1/4" x 2 3/4" TAPCONS STAGGERED
24"o.c.
OR 5/8" x 6" Redheads with
Min. 2" x 1/8" washer 12" from
ends and 28"o.c. max. OR
114" x 1 1/4" min. embedment
spaced at 7 1/2"o.c. with 1" O.D.
washers spaced bottom anchor
at 3 1/2" from bottom of 2 x 6
and top anchor at least as high
as the door opening.
Garage Door Buck Detail
Grout filled course
with (1) 45 rebar -
behind ledger
Typ. Grout filled
Perimeter Beam
Pre Engineered
Floor Trusses -
(2) 2 x 8 p.t. Ledger
Fasten to CBS 1/2" dia.
8" long wedge bolts
24"o.c.staggered
er to CBS Detail
Stair Detail
7. x 4 bottom cord bracing
10'-0'
_J,
Bottom Cord Lateral Bracing
STEP 3
Apply Horizontal Peel &
Suck Fashing over
Flange. Extend flashing Wood Frame
back full width of framing Wall
Window Flange Secured
to wood framing as per
manufacturers recomen-
da6ons
TYVEK Building Wrap
at wood frame locations
STEP 2
Apply Vertical Peel &
Stick Fashing over
Flange. Extend flashing
back frill width of framing
STEP 1 WooWall me
Apply Sill Peel & Stick
Fashing overF7ange.
Extend flashing back
full width of framing
"6-
1 l'-4„
(2) 2 x 12 Stringer
Three Places —
(1) at each side
and center
Alum. window
frame —�
3/8" continuous bead of
caulk (back bedding) behind -
shim to prevent liquid passage
1/4" struct. shim
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish
corrosive resistant
Tapeon concrete
stews installed as
specified in window
manufacturers product
approval
window sill
Gunable sealants shall comply with a
ASTM C 920 Class 25 grade or ° 4 °
greater for proper joint expansion
and contraction
precast
cone. sill
Typical Precast Conc. Sill Detail
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
CBS
M _
M Min. 1 114" embedment
at windows and min.
o " a a 1 1/2" embedment at
n.b 5 d ° ° n sl. gl. doors
°° °
a n ° 1/2" drywall
Wood Frame m
Wall
Frame Wall Window Flashing
stucco finish J /
perimeter caulk J/ /
Attach p.t. bucks J
with 8d coil nails at
12"o.c.
Typ. Alum. window_
jamb or sliding glass
doorjamb
1/4" max. struct. shim
caulk
attach as per
manufacturers
product approvals
NOTE: Method of attachment and Gunable sealants shall comply with
waterproofing procedures are the ASTM C 920 Class 25 grade or
same at poured concrete silt. greater for proper joint expansion
and contraction
Coat Bucks with DryLock Waterproofing
after they have been installed and Chaulked
Window & Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and
end laps, fasten with coorosion resistant annular ring shank nails
at 6"o.c. in laps and in staggered rows spaced 12"o.c. infield,
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
19/32" plywd. 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 mfgr's.
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 BUCKS
TO BLOCK WITH 1/4" DIA. TAPCONS WITH 1 1/4" EMBEDMENT
INTO C.B.S. SET A 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 mecharicaly driven nails will
be accepted under the following conditions:
Min. nails size 8d or larger ring shank with
Min. shank diameter: ,113
Min. Length: 2"
Min. Head Diameter:.280 Full Round
Min. Ring Diameter .012 over shank dia
Min. 16 to 20 Rings per Inch
Note
Gun nails shall be permitted as an
acceptable fastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailine 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"
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
I W D
R FOR
COD COMPLIANCE
ST. LUCIE COUNTY
STRUCTURAL NOTES: eOCC
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: 11/2" 11/2" 11/2"
Slab on Grade: 1 1/2" F,
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.
(e) 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. Provide one
layer of 15# felt to framing prior to installing wire 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.
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date
1/23/19
Scale
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job number
18058
sheet
A-U
Electrical Load Calculations
2424 Living S.F. at 3 VA
7272 watts
(3) #2/0 (THW) copper
Two 20 Amp Appliance Ckts.
3000 watts
and (1) #4 round (THW)
One Laundry Cir. @ 1500 watts
1500 watts
copper in 2 ' gals. conduit
One Range 8000
watts
One Dishwasher & One Disposal @ 1500
watts each 3000 watts
(3) #2/0 (THW) copper
and (1) #4 ground (THW) Wall
F.P.L. service
One Microwave @ 2000 watts
2000 watts
copper in 2" galy. conduit
(if overhead
One Water Heater @ 4.5 kw
4500 watts
service)
One Dryer @ 5 kw
5000 watts
One Ref. @ 1500 watts
1500 watts
One Wall Oven
8000 watts
Three Baths @ 1500 watts each
4500 watts
Panel; 200 A.W 13, 200 Amp
1,0, 3W 40 Circuit Panel
120/240 Volt
EO
(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
longround rod 3l4" co er (if underground
g .p service)
water prpe
9'-7 13/64"
tie ground wire
to footing rebars
Electrical Riser Dia ram
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
Total 48,272 watts
First 10 KVA at 100% 10,000 watts
Remainder at 40% 15,309 watts
Total 25,309 watts
Two AC Heat at 100% 20,000 watts
Total 45,309 watts
45,309 W / 240 V = 188.7 Amps
Use 200A Service
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ELECTRICAL LEDGEND
v RECESSED LIGHT WITH LENS Q EXTERIOR & WET LOCATIONS
T SURFACE MOUNTED LIGHT FIXTURE
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN
EXHAUST FAN OUTLET DOOR CHEVIES
b THERMOSTAT SMOKE & CARBON
MONOXIDE DETECTOR
DUPLEX OUTLET -SWITCHED
-++ TELEVISION
DUPLEX OUTLET
TELEPHONE
$ 220 V OUTLET
SWITCH ❑• PUSH BUTTON
15T
-(ji- THREE WAY SWITCH - W DIMMER SWITCH
3W D
MOTE: RECEPTACLES IN KITCHEN &c BATH AREAS TO BE 46" A.F.F.
ALL 120V SINGLE PHASE 15 &c 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
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w
C)
U
z"U
b
00
O/
C`•
~
Fir
date revision
5/7/19 Plan Review
Comments
drawn
s.l.
checked
S.J.
date
1/23/19
scale
as noted
job number
18058
sheet
�/J
A /