HomeMy WebLinkAboutBuilding PlansKohler K-1136-0
36-x 66"Drop In
Tub Unit-.
25 s.h.
Safety
Glass
L-2
0
000
—joi
A.C. Cond.
o
1101
on conc.
pad
1W
C
---
4-duct
thru wall
�
EET
47"x 23"
Fixed Glass
L-9
Irrigation
a
Pump
64'-4"
8'-4" 16'-0" 23'-8"12'-4"
8'-0" 8'-0" 12'-3-
(3) 26
s.h. L-3 HB
0
French
L-5 Soso
Master Bdrm.
10'-0"CeilingMl
L 10 L-10
Ml
o----------------- °- - - - - - - - - - - - - - - - - -
I I
10'-0" Patio
Cing. i i Slab Only
II
8'-0'" 14'-8" ` 5,_8„ 11'-7 6'-5„ I L
2680 I I
Covered
`; Pocket o 1 L-11
Porch
10'-O-Cing.
v from F.F.E.
I
N I
I
m I�
cv I I
N L-8 L-2 24
o Vanity with s.h. I I
W Granite Top I
N ❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑
)'-0" N o0 808 e
;Ing. S.GD. - - - -- ❑ d I I --
----
c I dw 1
8'-0- r" 1'-9„ 2'-6„ 1,_7„ 2' „ 2' 8„ 3 „ o Pantry
io Sao m..
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680 2680 °' A Pr,
Kitchen 2660 101-0"
Frameless Temp. 10'-0"Ceiling French Cing. ti
Glass on 48" Tall
His Walls
F,,m 2680 I
Her. en � a.h. Hole m granite �
Slide Bar Dining n l ng above trash' 11 6' 0"
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m 10'-0"' 10'-0"'Cing. can 1 1 :001�1
Granite To oR.A.G. Cln 1 Trash io Range &.��W p O t g• _.1 1 Canc Micro, abv.
L_JFolding Table <1 ❑C 1 I
r----
I 22.5" x 36""
1 Attic Access
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m
3'-C
12'-0""
14' 10`
T-4"
I
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Lnd.
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r lOder
1
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Bdrm.3
10'-0"" �?
2'-4"
3'-0"
I 1
Ref.
10'-0""Cing:
Cing.
-_
2ggQ -
2D X 2D
water
S.S.
line
12"x 96 z' 35"Tall mount sink00
00
Air Cond. o
Air Cond.
0
framed knee wall
"
Storage N
Storage
o
I"2'-6"'
N
25 s.h.
Egress
L-2
HB o o I I ii Nit h 0
wh Bollard 00 �m o Header J 1 10'-0"' `� L-1
0 o N N at 8'-0,, 11 Cing.
1 II 880 H33
I 5'-0„ 6,_9,r 6,_9„ 3'-10'" 21'=4' 2'-0"" 3'-4" 2'r-0" io T-0" s.h.
I v
ns I I
22.5"'x 54"
Access with Ladder I 1 Great Room I
I I I
1 00 10'-0"Ceiling Electric YIN
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L---J F.P.o
I N
I
L-7 I c R13 Batt lnsul. 5080
"' in Adj. Walls 'Ili
I 1
1 bo Wood
1 Shlvs.
23'-0„ 2'-4" 7,_ , 'r
I b
Garage Safe
ii 7 Glass
I 10'-0"Cing. O O o
I from F.F.E. I
I L-3 (3) 26 `„ ❑
3080
1 �Z
s.h.
French L-6
[] 2660 . I Bdrm. 2
10 L- 22
" o 0 0 - 00 o L-40 - --- - - - - - - - - - - - - - o
� - -I-1 HB
L-2 s h. 26 HB I I_ (s.h.6 L-3 11w F I c
1 1 00
LL� 1
Entry U I f s.
b y I I 26 L 2
°i L-16 1 1 10'-0"Cing. 1
from F.F.E. J I HU26-2 Hanger with
J I I I (12) 1/4"x 2 3/4"
Titan screws to lintel
1 1 and (6) 10d to beam
TYP. AT EACH END
'v- - - - - - - - - 1 j (2) 2 x 12 No. 2 SYP
------------------ I I Frame out to 8-wide'
o L-14 I I and 16"tall
L-15 ------
4„ t--� 4„ L-13
5'-3" 1 5'-3" 6'-8" 1 T-9- T-3" 4'-6" T-6- 6'-2-
10'-6" 12'-5" 11'-9- 2'-8" 9'-8" 6'-8"
34'-8" 12'-4" IT-4-
Floor Plan
scale: 1/4" V-0"
Project Data
Project Name:,Blandford Residence
Street Address: xxxx Midway Road
City: Ft. Pierce
County: St. L: Cie
State: Florida
Scope of Work
New One level': CBS
Single Family residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
IMPACT WINDOWS &
DOORS THROUGHOUT
3 1 /2"wide Casing
used throughout
Cast Crete. Lintel Schedule
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
'Ceiling Finishes: Not greater than 200
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3506 s.f.
Building Code
7th Edition Florida Building Code: Residential
2017 National Electrical Code: NFPA 70
Area Tabulation
Living: 2369
Garage: 498
Porch: 331
Entry: 308
Total: 3506
Cubic Volume: 23,690 c.f.
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD .
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
T-8"
8974
361
4853
219
8F24-1B/1T
L-2
4'-6"`
8672
1161
4292
527
8F24-1B/1T
L-3
10'-10"
2423
/1"345
1272
431
8F24-1B/1T
L-4
T-8"
3129 =
1091
1640
318
8RF22-1B/1T
L-5
6'-8-
7915
249
2758
151
8RF22-1B/1T
-
8060
200
4409
150
8RF22-1B/1T
L-7
17'-41"
1849
245
1268
142
8F30-1B/1T
L-8
9'-8"
2781
1087
1458
367
8F24-1B/1T
L-9
T-4
7342
326
3607
189
8F24-1B/1T
L-10
12'-1"
1075
271
606-
141
8F16-1B/1T
L-11
IT-10"
1002
200
559
150
8F16-1B/1T
L-12
IT-8"
1002
78
559
44
8F16-1B/1T
L-13
14'-5"
1370
255
519
156
8F16-18/1T
L-14
2'-8""
6113
259
3547
266
8F16-1B/1T
L-15
13'-1"
1075
255
606
156
8F16-1B/1T
L-16
8'-4-
1843
587
1133
302
8F16-113/1T
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
Safe Load Table Notes
Installation Notes
1. 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 ,
Z U lintels can be field out to the required length.
2. N,R. = Not Rated
3. Cast in place concrete may be provided in composite
3. Safe loads are superimposed allowable loads
U lintel in lieu of concrete masonry units.
4. One #7 rebar may be substituted for two #5
4. The exterior surface of U lintels installed in exterior
'concrete masonry walls shall have a coating of stucco
rebar in 8 inch U lintels only,
applied in accordance with ASTM C-926 or other
5. All safe loads'. in units of pounds per tinier foot.
j approved coating.
6. All safe loads, are based on simply supported span.
5, Concrete masonry units used in composite U lintel shall
be laid in a running bond.
7. Safe load ratings based on rational design analysis
6, Shore composite lintels as required.
per ACI 318 and ACI 530.
7. U lintels are manufactured with a 5 1 /2" long notch at
both ends to accomodate vertical cell reinforcing and
#5r .ratt°p
mlh. (D rep'd.
grout.
N quenibOry opf of 4mb.
1
vav
ON.
F=riled gran
Composite U Lintel Materials
°
—
m 8 F 16-1 B/ 1 T
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
c.Raced
..tc..te
�.bl
�7 °b�canb°ttam � �
oF#5
�
�2. Reber per ASTM A815 Grade 00
.. ° � M1enity
6" NmmMa tv ne�b bar rt top
'.3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive fstrength = 1900 psi
Lintel ,Type Designation
4. Mortar per ASTM 0270Type M or S
l..L.l
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V
date revision
drawn
s:l.
checked
a,.
date
2/10/21
scale
as noted
job number
20061
sheet
A-1
EVI .WED FOR E
ST. LUCIE COUNTY
sT. C®pY
BOCC FILE
64'-4"
4'-0- 8'-4„
16'-0"
23'-8" _ 12'-4"
4'-2" 4'-2"
2'-7"
101-10"
2'y7,,
1'-5i
12'-3"
HB
0 o
a
F-1
I'
12'
V-6"
F-1 I
I'F-1
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❑ ❑
F-1
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F-1
p —? F-1
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---
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--
--------------
F-3
—
Ell
1
F-4
0
I
ASSUMED F.F.E.
0.00'
I
p
F-31
-4"
F-1
1
I
I
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(
I
V-6"'
-4"'
S'-6"' 3'-10" 4'-2" T-10" T-10"
5'-0"
128% 28"x 18"
32"x 32"x 18""
Pad Footing with
Pad Footing with
1 bar 6""0.0.
rebar 6""o.c. I
p
co
❑
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❑ ❑
F-}
❑
each way
y
each way
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F-4 19
19
HB
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— —
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o
I 8'-6"
6'-10'—I
v
— — — —
— — — — — — — —
— —
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F-1I
n
21/2"Recess
for SI. GI. Dr.
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4" 2500#
4.,
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conc. pad
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14'-4"
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010
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4' 2500#
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conc.pad
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— — — — —
— — --
— —•,— — —
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I M
o T
L F-3 J
F-3
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4" 3000# FIBERMIX CONC.
F _
OVER .006 VAPOR BARRIER
0
12
ON CLEAN, COMPACTED,
I
TERMITE TREATED FILL
I�
8'
I T-6"
1 T-4""
1
ASSUMED F.F.E. 0.00' -Jo
I❑
1 Slope for
Garage Dr.
F-3
slope 2"
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10'-6"
12'-5"
9'-8"
4'-9" T-10" 4'-9"
34'-8'"
12'-4'
13'-4"
Foundation &
Footing
Plan
scale: 1 /4" V-0"
F-1
F-2
F-3
F_4
18" x 16" mono. footing
18" x 16" mono. footing
with (2) #5 rebar cont.
8" x 8" mono. footing
with (1) #5 rebar cont.
with (2) #5 rebar Cont
anb d cur
8 4
18'" x 16" mono, footing
„
8
with (2) #5 rebar Cont.
4"" to 6„
4„
4„
8„ EDGE
4
16„
4„
16"
4„
8„
18„
4„
18""
8""
18„
CURB FOOTING
INTERIOR
MONO. EDGE FOOTING
AT GARAGE
THICKENED EDGE
STEP FOOTIN
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GENERAL FOUNDATION NOTES
FORMWORK & SHORING
U U)
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
LO
J w
termite treated fill and 6 mil polyethylene vapor barrier.
the 28 day design strength.
If concrete slab contains 6" x 6" 10/10 WWM provide 1 " coverage
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
Concrete shall have at minimum compressive strength of not less
meet the ACI Standards 347 and 301
(1)�
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
Field bends are to be done cold and the diameter of the bend,
approval prior to pouring concrete.
measured on the inside of the bar, is not 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
achieve minimum coverages.
Fill shall be laid in layers of 12". Each layer to be compacted to 95%
^^,,
compaction.
W
Reber overlap shall be 48 bar diameters. 30" for #5 rebar
If the contractor encounters, while digging the foundation, any
W
The foundation design assumes that the soil has a minimum
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
H
rn
El N
load carrying capacity of 2000 ps.f•
so as to order a soil boring test.
_
O L_ r
In the event the soil bearing capacity falls below 2000 p.s.f. This
=
00 co
Z
foundation plan may be superceded by Foundation Design Engineer.
DOWeI ROd Repair Note
U
CV
Satisfactory compaction test of fill does not verify lower soils are
adequate,
In the event vertical steel has beIX
Qfi omitted from the down
UJ
W ...
pour locations, drill 5' into concrgt@ (no closer than 3 3/4"
from edges and 5" from ends of cell walls) Remove dust
Q
00
All specifications and dimensions to be verified by contractor.
per manufacturers instructions and use Two part epoxy to
M
All exterior slabs shall slope a minimum 1 /8" per foot for drainage
anchor the #5 rebar in place. Use either "Hilti C-100"" or
Simpson Epoxy -Tie.
'—
PLUMBING NOTES:
corner bars at beam
(outside only) (2) corner
Plumber to consult with contractor and equipment ordered
hero at footing (min.)
for rough in dimensions.
o
�+
Verify all dimensions with the floor plan. The floor plan
-,
^
dimensions dictates all other dimensions on other sheets.
Vert. dower
ing all with
wall -reinforcing , all
—
all corner bars to be the
Do not scale drawings, if any conflicts arise, contact the
laps 30" (min.) in grout
flied cell
soma size, number, and
spaaing as horizontial bars
Architect or Engineer for clarification prior to construction.
in footing, beams, and walls
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.
o
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
V
of the road.
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0 .0
0
2„
p IL
Iv.t.r.
3FLapmm.
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--�- Corner Reinforcing Detail
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2„
2" i
2TUB
i SINK
2 I
1
I
W.C.
WASH. SINK 2'
3"
3„ ?"" SHWR.
2"
2„
3„
3," 3"
C.O.
4
4„
p
to sewer Plumbing contractor to provide a
system water hammer & shut off valve at
each fixture
Insulate all hot water lines
Plumbing Riser Diagram
2" v.t.r.
---�---I
I I
1
drawn
S.I.
checked
0.
date
2/10/21
scale
as noted
job number
20061
sheet
A-2
Fl1.E cor'
Front Elevation
scale: 1/4" = 1'-0"
Three Coat Stucco over
paper backed wire lath on
one layer of house wrap over
5/8"c,d,x, plywood fastened
as per Nailing Notes
Weep Screed
Soffit to
Top of
Window
Rear Elevation
scale: 1/4" = 1'-0"
Left Elevation
scale: 1/4" = 1'-0"
Im
4 5 5 4
Wind Zones - Walls
T.O.B. OL 10'-0"
Window HeadJO 8,_0„
Use 6`Smooth Stucco
Window trim, Corner boards,
and Frieze Band at Hardie
Plank Siding areas
F.F.E. $ 0.00'
Grout Filled
with Vertical
5
3 3
3 3
C
Y-ay
3 2 2
3 2
2
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Roof Wind Zones
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Alum. window
frame
corrosive resistant
Ca
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C")
Tapcon concrete
r
3/8- continuous bead of
srews installed as
caulk (back bedding) behind
specified in window
shim to prevent liquid passage
manufacturers product
approval
1/4" struct. shi
window sill
set flange in continuous;'
bead of caulk across the
entire face of buck=
perimeter caulk
tb s
stucco finish
a
r c
°
-
r-
Protecto LWM200 precast
Coating on Outside face cone. sill
and Janbs of O.Penings
all Sides min. 8 Gunable sealants shall comply with
ASTM O 920 Class 25 grade or
greater for proper joint expansion
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and contraction
I
CD
Typical Precast Conc. Sill Detail
LJJ
0
Coat Bucks with Protecto LWM200 Waterproofing
.y
O
after they have been installed and Chaulked
0
ILL
3/8- continuous bead of
caulk (back bedding) behind
_
buck to prevent liquid passage
r--r
L C
O
set flange in continuous
U
0
bead of caulk across the
entire face of buck
CBS
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a. Min. 1 1/4""embedment
�-
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0
a . at windows and min.
N
a ; 1 1/2- embedment at
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° 1/2" drywall
o c _
n.UAm.
Stone Cap fasten "
°
rL
to CBS with (2)
1/2" x 4" Tapcon
each side. countersink
date
revision
screw heads fill with
colored mortar
stucco finish
perimeter caulk
Bne
4" to 2" Simulated
Veneer 1/4"" max. struct. shim
Rebar
Attach p.t. bucks
with 8d coil nails at caulk
12-o.c.
drawn
attach as per
r
s.i.
hesive Bond Typ. Alum. window manufacturers
checkedn
CBS jamb or sliding glass product approvals
sa.
door jamb
date
mer Modified
$r NOTE: Method of attachment and Gunable sealants shall
comply withzn°iz"
waterproofing procedures are the ASTM C 920 Class 25 grade or
scale
same at poured concrete sill. greater for properjoint expansion
as notesand
contraction
job number
Coat Bucks with Protecto LWM200 Waterproofingzoosi
after they have been installed and Chaulked
sheet
Window & Door Flashing betail at CBS Wall
A-3
Stone Veneer Detail Includes Buck Attachment Method
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4' 0" 10' 6" 12' S"
Roof Framing Plan
scale: 1/4" = V-0"
9, 8"
12' 4"
1122201
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Connector} Schedule
Truss
Bearing]
Truss
Connector
(�ntY.
Connector
Fasteners
Point
Uplift
ID
Uplift
1
3626
MGT
1
3965
(1) 5/8 ATR 12" min. embed.
C1
to cone & (22) 10d to truss
3 ply
MGT
1
3965
6
4866
HETA16
1
1810
(9) 10d x 1 1/2"
C4
18
2353
DETAL20
1
2480
08) 10d x 1 1/2"
All other
trusses
ALL
<1000
MTS18
1
1000
(14) 10d x 1 1/2"
to Frame
All other
trusses
ALL
<1000
HETAt6
1
1810
(9) 10d x 1 1/2"
to CBS
Valley
Supporting
Framing
(4) 10d
Trusses
<250#
VTCR
1
370
Valley:
Truss
(3) 10d x 1 1/2""
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(1)
See the Truss Manufacturers Profile Sheets for the truss bearing point numbers
Connector Notes:
Missed Tie Down Strap Note
Do not substitute connectors
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 Titen screw to C.B.S.
Do not sheath trusses before all straps are in place
and (10) 10d to truss. MAXIMUM UPLIFT 1175 lbs.
(D
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Attach valley trusses and piggy back trusses, if present,
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to main trusses per truss manufacturer drawing.
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Truss to truss connection by truss company, installed
Attic Vents Calculation
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per manufacturers spec'..
A/
=
p (0 co
ENTRY, PORCH, and GARAGE
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Lateral forces perpendicular and parallel to wall has beenLIJ
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considered (less than 3d0 p.l.f.)
Attic Area: 1137 s.f. / 150 = 7.6 s.f. required.
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Contractor to a pprove temporary bracing to prevent toppling
of trusses, see HIB-9.
soffit area = 112.0 IS. x 2.0 = 224 s.f.
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Other specs, if different (from above, have priority.
Venting Provided:
r
A.T.R. = All Treaded Rod
8 x 16 soffit vent: 85 sq. in. each vent
-
Drill and Epoxy Set all A,T.R. -
14 Vents along overhang = 1,190 sq. in.
'-
—
Use either "Hilti" C-100, or Simpson Epoxy Tie Epoxy
1,190 sq. in. / 144 = 8.3 s.f.
Provide equal number of studs under girders equal to
Total Ventilation Provided: 8.3 sq. ft.
the number of plys.
-; -
2 x 4 bottom cord bracing
24- min. lap (2) 16d at each
truss
bottom cord of
wood trusses
at 24'0.0•
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Bottom Cord Lateral Bracing
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2 x 4 diagonal X
bracing at 8'-0`"o.c.
starting from ridge
with (3) 12d each
2 x 4 blocking at 4'-0"o.c.
end
starting from ridge between
(2) 12d trusses 24-o.c
both top and bottom cords
for two truss space's from
see layout
Gable end truss
date
revision
gable end
by truss mfgr.
OD
5/8- c.d.x. plywood
with 8d nails 4-o.c.
Cover with House Wrap
2x "L" web stiffener
draw"
as required by the
See truss shop
truss mfgr.
sa.
drawings
checked '..
Hatch Legend
g
Continuous 2 x 4 Lateral
bracing at 1/3 points of
Simpson"" HETA16 truss
�'I
date
0'-0" A. F. F
span. Nail with (2) 16d
each truss btm. cord
to bond beam with (14)
t Od x 1 1 /2"
2n0i21
scale
located at each truss
es noted
Continuous 2 x 4 bracing
vertical
job number
fastened to beam with
si
so061
5/8- x 6- wedge bolts
with 1 /8" x 2" washer 24"o.0.
Concrete Bond
sheet
Beam
A-4''
Gable
End
Bracing
Detail
■
STRUCTURAL NOTES:
GENERAL ROOFING NOTES
Ceramic Tile
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 continuol,
s
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Al08.6, Al08.11, Al18.1, Al18.3, Al36.1, & Al37.1. Fiber mat reinforced
reinforcing 48 bar diameters or 30- in beams and in slabs. Lap
backer shall be used behind wall applied ceramic tiles in the tub
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and
end laps, fasten with,coorosion resistant annular ring shank nails
and shower areas and conform to ASTM C1325. Per Durock,
a minimum of 1" concrete cover, or as follows:
at "o.c. in laps and in staggered rows spaced 12"o.c. in field.
6
cement board exceeds ASTM C1325.
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
BOTTOM TOP SIDES
Gypsum Note
yp
Beams: 1 1 /2"" 1 1 /2'" 1 1 /2"'
5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
Gypsum board shall conform to ASTM C22, C475, C514, C1002, 01047
Slab on Grade: 1 1/2" 1- -
Structural Poured: 3/4" 3/4"
spaced max. 6" o.c. throughout, except max. 4" o.c. at gable ends.
C1177, C1178, C1278, 01396, or C1658 and installed per FBC residential
_
Poured Walls: 3/4"
All roof trusses are to be pre -manufactured assemblies provided by
code. Per USG, Wallboard conforms to C1396.
_ _
Slabs exposed
3/4" 1" _
a licensed wood truss fabricator with separate drawings and data
prepared for actual project conditions by a Florida registered
to the weather
professional engineer certified for truss design. Any deviation from
Gypsum Board & Gypsum Panel Products
Reinforcingsteel shall be detailed and fabricated in accordance
to bearing shall
the proposed plans as shown regarding placement prior
be brought to the attention of the truss engineer prior to fabrication
Gypsum board and gypsum panel products shall be applied
with the -Manual of Standard Practice of Detailing Reinforcing
Concrete Structures" and the current "ACI Building Code 318'
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
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
All structural steel shall conform to current ASTM Specification
A-36
The handling, erection, and
accordance with the specifications
fixing of wood trusses shall be in
contained on the certified mfgrs.
are perpendicular to the framing members. Interior gypsum
All wood in contact with masonry shall be pressure treated or E
pproved
drawings and data.
board shall not be Installed where It is directly exposed to
separating material.
All engineered headers and truss hangers to be provided by the
weather or to water.
All dimensions shall be verified in field by the contractor. if there
are
truss manufacturer.
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
I
Unless otherwise noted, the installation of specified hardware shall
accordance with ASTM C1002 andshall penetrate thewood not
No slump over 5" shall be permitted for any structural concrete
without
conform to the truss manufacturers installation instructions and
less than 5/8" inch (15.9mm) 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" (1 mm) 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 C954 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
8" x 16" C.M.U. WITH CELLS FILLED
insulated panles shall penetrate the wood structural panle facing
(Fc') in 28 days as follows:
WITH GROUT & (1) #5 VERT.
not less than 7/16'"o.c. (11.1 mm).
Column Footing and Wall Footing: 3000 p.s.i.
DOWEL
Gypsum board used as the base orbacker for adhesive application
Column and walls from foundation to roof: see column schedule.
All 3000
a
of ceramic tile or other required nonabsorbent finish material shall
other concrete: p.s.i.
3
conform to ASTM C1396, C1178, C1278. Use of water resistant
Footing sizes and reinforcing are based on allowable soil bearing
X
r"'
gypsum backing board shall be permitted on ceilings. Water
capacity of 2000 p.s.i. All footings shall bear in virgin soil. If thisw
P.T. 2 x 6 AT (3) SIDES OF
resistant gypsum board shall not be installed over a Class 1 or
is not the case, the Architect or Engineer shall be notified before
OPENING, FASTEN TO BLOCK
Class 2 vapor retarder in a shower or tub compartment. Out or
proceeding with the work..
AS NOTED.
exposed edges, including those at wall intersections, shall be
sealed as recommended by the manufactuer. Water resistant
Timber (Heavy Timber Construction)
DOOR SIDES
gypsum backing board shall not be used where there will be
(a) Truss manufacturer shall submit a signed and sealed shop
1/2" x 6" REDHEADS WITH MIN.
direct exposure to water, or areas subject to continuous high
drawings by a registered Engineer,
z
2" x 1/8"WASHER 12" FROM ENDS
humidity.
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
o
AND 16"o.c. MAX.
(c) Roof members should be secured to the beams or other
It
--
DOOR HEAD
structural components with hurricane anchors for wind uplift.
o
Cold Formed Steel Note
1/4" x 2 3/4" TAPCONS STAGGERED
All wood members shall have a minimum fiber stress in bending
24"o.c.
Cold formed steel framing supporting gypsum board and gypsum
of 1200 p.s.i. with 1/360 max. deflection.
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 0645, Section 10. Load
minimum
Detail
Garage Door Buck Detail
bearing cold formed steel framing shall comply with AISI S200
Lag bolts to be used only in shear connections with
-
and ASTM 0955, Section 8.
4" threaded penetration past steel plate.
Lag bolted conditions shall be drill tapped no larger than the
Galy. Cap
internal thread diameter and shall not be hammer driven.
Wood Framing Note
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" (51mm) nominal thickness
in th least dimension except that wood furring strips not less
dimension be
REQUIREMENTS
than 1" by 2" (25mm x 51mm) nominal shall
-GENERAL
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permitted to be used over solid backing or framing spaced
24"o.c. (610mm)
"°
All work tr1"be as per the current edition of the Florida Building
Code
2"' dia. Galv
Pipe
not more than
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 site, accomodation, transport/freight,
Set ballard 12"
and all other cost related to the completion of this project.,
unless explicitly from appliance
Cl)
Over wood framing the paper
identified here.
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, whi
h are to be
Galy. Collar
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 om
issions and
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
in the
Such errors
nails or 1" roofing nails driven to
11damages
and ommissions are not reported writingto architect,
or costs shall be born entirely by the general cont
any resulting
actor.
penetration of not less then 3/4
of an inch, or 1 11wire staples
Architect is not responsible for the contractors method or
means of
Typical Conc.
driven flush with the plaster base.
construction.
(4> X 21/4" Foundation
Tapcons
on
Staples shall have crowns not less
General contractor is to keep the site in a clean and safes
ate through
than 3/4 and shall engage not less
out the course of construction. On building turnover, gener
be free dust, s
I contractor to
uffs,, etc.
Bollard Detail
than three strands of lath and
clean all surfaces so as to of grease, stains,
penetrate the wood framing members
Unless otherwise noted, the installation of specified hardware
shall
not less than 3/4". The fasteners must
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 th
y have been
max.
reviewed and approved by the St. Lucie County Building Department
O.C.
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
Bottom cord
of Truss
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:
lath
Install one layer of 15# felt to framing prior to installing ribbed
SHEATHING NAILING NOTES
INTERIOR WALL FRAMING NOTE
Nailing Pattern Nailing Schedule
Interior non bearing walls to be 2 x 4 studs 24"o.c.
Spruce, Pine, Fir (SPF) #3 Grade lumber or better
Zone 1: 8d at 6"o.c. field & 4-o.c. edges ROOF & FLOOR DIAGRAM
2 x 4 top plate
or metal studs (25 Ga.) Crimper may be used in
Zone 2: 8d at 4"o.c. edges & field Use sheathing with #8 gun nails
Zone 3: 8d at 4-o.c. edges & field
g at supported panel edges and #
at 6"o.c.
gun
1/2" gyp' d.w.
lieu of screws.
nails at 8' o.c. at intermediate s
ipports.
2 x 4 studs 24"o.c.
BUCK ATTACHMENT NOTES
Pneumatic Nails
ROOF SHEATHING TO GABLE
END FRAME
No. 3 Stud Grade
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions: Use #8 gun nails at 4"o.c.
2 x 4 p.t. sill plate
TO BLOCK WITH 1/4- DIA. TAPCONS INTO C.B.S.
SET AT 6" FROM CORNERS AND AT 12"o.c. MAX.
Min. nails size 8d or larger ring shank with EXTERIOR SHEATHING
wood base
Min. shank diameter:.113
Min. Length: 2" Use #8 gun nails at 4"o.c. at pa
lei edges
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
Min. Head Diameter:.280 Full Round and#8 gun nails at 4"o.c. at panel
top and
Cased Hard Coil
BUCKS TO BLOCK WITH Sd CASED HARD COIL NAILS
Min. Ring Diameter .012 over shank dia. bottom and 6-o.c. in field
Nails 12"o.c. max.
OR "T" NAILS" 4" FROM ENDS AND 12"o.c.
Min. 16 to 20 Rings per Inch
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
Note
0.00'
F.F.E.
Concrete
�+
THRESHOLD NOTE
Gun
ccept blefall sbner frottedasan
acceptable fastener any manufacturer
acceptable
Foundation
Ate Tess door (see floor Ian) the max. h h.
g p gt
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Right Elev
Interior Wall Section
of the threshold shall be 1/2"
scale: 3/6" = 1'-(
5V METAL ROOF PANELS ON
PEEL & STICK UNDERLAYMENT
OVER 5/8" C.D.X. PLYWOOD
SEE CONNECTOR
SCHEDULE
PRE ENG. WD.
TRUSSES 24-c.c.
ALUM. DRIP EDGE ON
1x2P.T.ON2x6
0
CEDAR FASCIA -,, I i NF
STUCCO SOFFIT
WITH 8" x 16"
SCREEN VENTS
8'-0"o.c. AT THE
GARAGE,PORCH,AND
ENTRY AREAS
LEVEL RETURNS
BY TRUSS MFG.
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
SMOOTH TWO COAT
STUCCO FINISH
OVER CBS AT
SIDES AND REAR
HARDIE PLANK SIDING
OVER 5/4" x 3 P.T. 1("o.c.
FASTEN FURRING WITH 1 3/4"
LONG PIN NAIL WITH .145 DIA.
HEAD COVER WITH HOUSE WRAP
ON FRONT ELEVATION
GRADE
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FIRESTOP
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(2) COURSE BOND
- BEAM WITH (1) #5
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REBAR FILLED WITH
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GROUT EACH COURSE
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8 x 16 x 8 C.M.U.
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WITH #5 VERT. DOWEL
d
IN GROUT FILLED CELLS
c
3/4" INSULATION BRD.
'ON C.B.S. AND 1 x 2
FURRING 16"o.c.
4J
1/2" GYP. D.W.
1 x 2 P.T. FURRING 16-o.c.
1 x 4 P.T.
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VAPOR BARRIER
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ON CLEAN, COMPACTED,
TERMITE TREATED FILL
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Typical Wall Section
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PRODUCT
APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Type
Attachment Method
Building Rated
Design Pressures.
Product Rated
Design Pressures
Number
a center. Jambs:
Head: 2" max. from comers & (1) t can e
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 3/16" Tapcon with 1 1/4' embedment
+38.7 -50.5
+/- 55.0
into concrete
Head: 3" max. from corners & 13 1/2" max, o.c. all sides
FL# 15349.10
Fixed Window
185 SH
MI Windows
Impact
Use 3/16" Tapcon with 1 1/4" embedment
+40.5 -54.0
+/- 55.0
into concrete
Head: 6" max. from corners, (2) each side of meeting rail
17" o.c, max. at Head and Sill. Jambs: 6- from corners and
FL# 22401.3
Sliding Glass Dr.
Series 100
MI Doors
Impact
17"o.c. max. Use 1/4' ITW tapeons with 1 1/4"'
+34.4 -37.8
+/- 55.0
embedment into concrete
FL# 15353.8
Mullion
CM-18531
MI Windows
N.A.
Two 1/4"' Tapcons per clip with 1 1/4" embedment into
concrete with2 1/2" edge distance.
+38.7 -50.5
+/- 53.3
6". from corners & 14.5"o.c. at Jambs. Head and Sill 3" and
FL#: 20468
Swing Doors
Fiberglass
Therma-Tru I
impact
7" from. centerline. Use #10 x 2 1/2"PFH wood screws with
+38.7 -42.1
+/- 50.0
-
I
1.15"embedment.
FL#: 8248.7
Garage Door
Model 8000
Wayne Dalton I
N.A.
Jamb Bracket Angle (3) total 5/16" x 1 5/8" lag screws. (7) total
Bracket 8'-V height (1) 5/16" x 1 5/8" lag screws per bracket
+20.4 -22.7
+30.0 -33.5
Approval
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Design Pressures
Product Rated
Design Pressures
Number
FL#: 14645.2
Roofing
5V Crimp
Metal Sales Mfg.
#10-14 hex head screws with sealing washer along panel 12"o.c. Fastener
to penetrate the plywood a minimum of 3/8".
- 45.0
-149.6
FL#: 2569.1
Underlayment
Self Adhering
Resisto / Soprema
Direct to Deck
-45.0
-67.5
1 1/4" long No. 11 Gauge Gahr. Roofing Nail with full round head to penetrate
FL#: 13192
Siding
Lap Siding
James Hardie
furring 1" 5 3/8"o.c. Vertical and 8-o.c. Horiz. with 3/8" min. edge distance and a
-42.1
-92D
max. 2" edge distance
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drawn
s.l.
checked
S.I.
date',
2/10/21
scale'
as noted
job number
20061
sheet
A-5
rr1Vf. Cop'
ELECTRICAL LEDGEND
O RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS
TTSURFACE MOUNTED LIGHT FIXTURE
I--e--1 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
OVER CABINET FLUORESCENT FIXTURE
O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN WITH LIGHT OPTION
O CARBON MONOXIDE
O EXHAUST FAN OUTLET SMOKE DETECTOR
O MOTION SENSOR
T THERMOSTAT p7�6 ON SWITCH
$ DUPLEX OUTLET — SWITCHED IJ DOOR CHIMES
$ DUPLEX OUTLET - SMOKE DETECTOR
220 V OUTLET
-Vr SWITCH -i+ TELEVISION
yr THREE WAY SWITCH -Q TELEPHONE
3W
yr DIMMER SWITCH E- PUSH BUTTON
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46- A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFCI MUST BE AFCL
TAMPER PROOF RECEPTICALES MUST BE INSTALLED 1N 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
OWNER TO CORRDINATE LOCATIONS OF TELEPHONES AND TELEVISIONS
IN FIELD WITH CONTRACTOR
(3) #4/0 (THW) copper
and (1) #2 ground (THW) Wall
copper in 2 galy. conduit \,
Panel: 200 Circuit
120/240 Volt
200 Amp O Main
1 Circuit d, 3W 40 Panel M Disc.
a.c.
disc. (3) #4/0 (THW) copper
and (1) #2 ground (THW)
copper in 2 galy. conduit
5/8" dia. x 10'-0""
long ground rod 3/4"" copper F.P.L. service
water pipe
8'-0"
tie ground wire
to footing rebars
Electrical 'RiserDiagram
Electrical Load Calculations
2369 Living S.F. at 3 VA 7107 watts
One 20 Amp Appliance Ckts. 1500 watts
Two Laundry Cir. @ 1500 watts 3000 watts
One Range 8000 watts
One Water Heater 8500 watts
One Dishwasher &-One Disposal @ 1500 watts each 3000 watts
One Microwave @ 2000 watts ` 2000 watts
One Dryer @ 5 kw 5000 watts
One Ref. @ 1500 watts 1500 watts
Two Baths @ 1500 watts each 3000 watts
Total 42,607 watts
First 10 KVA at 100% 10,000 watts
Remainder at 40% 13,043 watts
Total 23,043 watts
One AC Heat at 100°% 10,000 watts
Total 33,043 watts
33,043 W / 240 V = 137.6 Amps
Use 2O0A Service
Smoke detectors wired to 120V Bathroom lights
Non Switchable, Non GFI
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
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.
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(5) TV AND (2) PHONES
LOCATION BY OWNER
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job number
20061
sheet
A-6
FILE COPY
Project Name: Blandford Residence
Street Address: xxxx Midway Road
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New One level CBS
Single Family residence
Roof Live Load: 20.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3506 s.f.
6th Edition Florida Building Cade: Residential
2014 National Electrical Code: NFPA 70
_Area Tabulation
Living:
2369
Garage:
498
Porch:
331
Entry:
308
Total: 3506
Cubic Volume: XXXX c.f.
5V CRIMP METAL ROOFING
ON 30# ROOFING FELT
OVER 5/8- C.D.X. PLYWOOD
12
SEE CONNECTOR I/
SCHEDULE —\
PRE ENG. WD.
TRUSSES 24-c.c. R20 SPRAY
FOAM INSUL.,
ALUM. DRIP EDGE ON
Ix2P.T.ON2x6
CEDAR FASCIA ,
�- 5/8- D.W.
1 x 4 P.T.
STUCCO SOFFIT
WITH 8" x 16"
FIRESTOP
SCREEN VENTS
8'-0"o.c. AT THE
Z
Z
(2) COURSE BOND
GARAGE, PORCH, AND
BEAM WITH (1) #5
ENTRY AREAS
REBAR FILLED WITH
2-�
GROUT EACH COURSE
LEVEL RETURNS
BY TRUSS MFG.
�8x16x8C.M.U.
WITH #5 VERT. DOWEL
PROVIDE '"CASTCRETE" IN GROUT FILLED CELLS
PRECAST LINTELS ABOVE
ALL OPENINGS
1 x 2 P.T. FURRING 16""o.c.
3/4"" INSULATION BRD.
TWO COAT ON C.B.S. AND 1 x 2
STUCCO FINISH FURRING 16"o.c.
OVER CBS
1 /2` GYP. A71.
1 x 4 P.T.
T FIRESTOP
GRADE
Floor Plan
s :ale: 1/4' = 1'-0'
F-1 4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Typical Wall Section
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drawn
checked
s1.
date
nnv2020
scale
as noted
job number
20061
sheet
A— 1 8
Front Elevation
scale: 1/4" = V-0-
Three Coat Stucco over
paper backed wire lath on
one layer of house wrap over
5/8"c,d,x, plywood fastened
as per Nailing Notes
Weep Screed
N
Soffit to
Top of
Window
Rear Elevation
scale: 1/4" = V-0"
Left Elevation
scale: 1/4" = V-0"
Roof Ridge
5
Mean Roof Hght. 17'-0"
Stone Veneer
Typical
ICI !�I I� f-1 CI ICI ICI
_ ICI !I I LEI ICI �I CI
ICI ICI ICI X ICI CI CI
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4
4
Wind Zones - Walls
— T.O.B. 10,-0"
Window Head
Use 6"Smooth Stucco
Window trim, Corner boards,
and Frieze Band at Hardie
Plank Siding areas
F.F.E. OL 0.00
Grout Filled
with Vertical
1a
—T
iD
I
io
Stone Veneer
5
3 3
2 U
_ 1�1
3 2 2
3 2 — 2 --- L3
—Q„' Opp
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3 2 \ 2 \ / 2 3 d. ! 0 N tL�
3 ^' 2 tx / I W -J
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2 / 1 \ 3 3 Al >
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LU 3 2. 3 2 3 /�. N
3 3 —Ai
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l41 ���Z
5 CC U)
Alum. window M Q W
frame corrosive resistant ��// Ch
Tapcon concrete ry r
3/8- continuous bead of srews installed as
caulk (back bedding) behind specified in window
shim to prevent liquid passage manufacturers product
approval
1/4- struct;shi
window sill u F
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk ,
stucco finish
c
C.
Protecto LWM200 precast
Coating on Outside face cone. sill
and Janbs of Openings RECEIVED
all Sides min. 8 Gunable sealants shall comply with MAR 2;9 2011
ASTM C 920 Class 25 grade or
greater for proper joint expansion Permitting Department v )
and contraction St. Lucie Ceu^ntY
N
Typical Precast Conc. Sill Detail LJJ
Coat Sucks with Protecto LWM200 Waterproofing L- O
LL
after they have been installed and Chaulked ® "� Q
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage .--r c73
set flange in continuous L O
bead of caulk across the U V`
entire face of buck CBS m O m .1D
U
4— c0 �
CD J
Min. 1 1/4" embedment +cP
c ° a at windows and min. f j
o v WE
a. a 1 1 /2" embedment at W co2 � o eo Q a° A sl. gl, doors
?�Oac tR
cop. oaf
N
d
o c N 1 /2"" drywall
co co ao d=
one Cap fasten r'
CBS with (2)
2" x 4" Tapcons
Ich side. countersink
rew heads fill with. to revision.
ilored mortar Mean Roof Elev,
stucco finish 3 18/21
Roof Ridge Elev.
to 2" Simulated perimeter caulk
Veneer 1/4" max. struct. shim
Attach p.t. bucks
with 8d coil nails at caulk
12"o.c. .. drawn
attach as per a.l.
!sive Bond Typ. Alum. window manufacturers
;BS jamb or sliding glass product approvals
door jamb aa.
Ir Modified date
NOTE: Method of attachment and Gunable sealants shall comply with 2/10/21
waterproofing procedures are the ASTM C 920 Class 25 grade or scale
same at poured concrete sill, greater for proper joint expansion as noted
and contraction job number
Coat Bucks with Protecto LWM200 Waterproofing 20081
after they have been installed and Chaulked sheet
Window & Door Flashing Detail at CBS Wall A-3
lil InAiAee Rur4 A++orhmen+ line+ki A