HomeMy WebLinkAboutPlans Thompson 1-5-22Termite Protection for New
Construction aS per F.B.C. 181LI
CONTRACTOR TO REFERENCE F.B.C.
BUILDING 1816.1 FOR FURTHUR REQUIREMENTS
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backf filling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment,
area shall be re —treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services.
Protective sleeves around piping penetrating concrete
slab on grade f loors shall not be of cellulose —containing
materials and shall have a min. wall thickness of 0.010"
and shall be sealed within the slab using a noncorrosive
clamping device to eliminate the annular space between
pipe and sleeve. NO TERMICIDES shall be applied
inside the sleeve per FBC Plumbing 305.1.2
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1 4" concrete slab with fibermesh OR
Recess for
16"x6" st10/10 WWM on 6 mil Visqueen over
1
Shower
clean compacted termite treated fill
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Fill cell with concrete and
1
(1) 45 bar vert. (typical).
1
1 Max. spacing shall not exceed
1 40" unless otherwise noted
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see foundation plan notes for
1 spacing at openings
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F-16----
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EXISTING POOL PATIO
FoUNDAT1ON PLAN
FOUNDATION NOTES: SCALE: 1/4" = 1'-0"
I. Any changes to plans must be submitted to the architect for approval prior
to proceeding with construction.
2. Contractor shall be responsible for verification of all notation and dimensions
prior to start of construction.
3. ALL Concrete used for slabs shall be 2,500 PSi concrete min., and
ALL Concrete used for vertical filled cells, continuous. tie beams etc..
shall be 3,000 F.S.I. concrete and/or 4,000 P.S.I. grout mix min.
4. Soil bearing capacity assumed to be 2500 psf and stable. This shall be confirmed
in writing by soil testing report done by others prior to the start of any construction
5. Verify all recess thickness at shower floors, all floor finishes as selected by
owner, door sills $ thresholds including pocket SGD frame widths etc... prior
to placing any slabs.
6. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48"
O.C. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide.
Provide (2) filled cells on each side of openings from ,o'-O" to 9'-11"
and Provide (3) filled cells on each side of openings from 10'-O" and up
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 24" o.c. unless otherwise noted (see section)
1. Contractor to provide for Form Board Survey - Form Board Survey
to be provided to Truss Company prior to truss construction
8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and
A-35 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of 3" concrete protection at footings and
1-1/2" concrete protection at beams for ALL reinforcing bars.
10. Contractor to provide the Architect with truss shop drawings including
ALL truss cut to,
showing ALL truss reactions prior to START
OF FOUNDATION WORK for strap and footing size verification.
Filled Cell Masonry Column with One
45 From Footing To Beam.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Single Filled Cell Column
NTS
POOL
Filled Cell Masonry Column with One
U5 From Footing To Beam Each.
Conc. Fill To Be 3000 PSI
See Floor Plan For Location
Double Filled Cell Column
NTS
#5 bar vert. w/
30" overlap —
at each filled cell
I" recess for
waterproofing at slab
Grade
N
m
NE`T
Footing
Schedule
Mark
Size
and Description
T-8
Thicken slab edge to 8" x 8"
with (1) 45 bar cont.
F-16
16"w x 16"d concrete monolithic
and #5 transverse bars at 32"
f ootin with (2) #5 rebar continuous
o.c. (bottom)
F-36
3611w x 36"1 x 12"d concrete pad footing with #5 rebar at 8" o.c. each
bottom steel.
Column Schedule
Mark Size and Description
C-1 12" dia. concrete column with (4) #5 bars vert. and #3 ties at 12" o.c.
over 14" x 14" x 36"h concrete block pedestal with (4) #5 bars vert.
=E TYPICAL
ECTIONS
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
45 bar vert. w/
30" overlap
at each filled cell
I" recess for
waterproofing at slab
Grade
SEE TYPICAL
/SECTIONS
N
110
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4" concrete slab with fibermesh OR
U
6"x6" 410/10 WWM on 10 mil Visqueen over
[]
clean compacted termite treated fill
r77_� _r7 Tj
16"w x 16"d concrete monolithic N e 36"w x 36"1 x 12"d concrete
footingg with (2) 45 bars cont. a .. a — pad footing with 45 rebar
1 1 1 ' and tt5 transverse bars at 32" O.C. at 8" o.c. each bottom steel
31,
3'
3C
F-16 FOOTING DETAIL
SCALE 1/2" = 1'—O"
Thicken edge to 8"x8"
with concrete and
one 45 bar continuous 4„ concrete slab with fibermesh OR
6"x6" 410/10 WWM on 10 mil Visqueen over
clean compacted termite treated fill
GRADE
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T-8 FOOTING DETAIL
SCALE 1/2" = 1'-0"
45 bar vert. Typical Masonry Wall
Control Joint
at 30'-0" max.
PLAN VIEW
AT ALL/ANY CONTROL JOINTS
Typical Masonry Wall
f
"
Provide Prefabricated
T Joint Reinforcing
at ALL T—intersections
PLAN VIEW
AT ALL 'T' INTERSECTIONS
Extend joint reinforcing
into concrete column
PLAN VIEW
Provide Prefabricated
"L" Joint Reinforcing
at ALL Corners
PLAN VIEW
AT ALL CORNERS
TYPICAL CONCRETE BLOCK WALL REINFORCING
TO BE DUR—O—WAL DA3200 LADUR JOINT
REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A
HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL
BE PLACED IN ALL CONCRETE BLOCK WALLS AT
16" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK
TYFIC�4L M.4SONRY WU4LL
REiNFORCiNG DET.4ILS
NTS
F-36 FOOTING DETAIL
SCALE 1/2" = 1'-0"
Contractor to provide
proper foundation chairs
for proper steel installation
E
30" min.
Corner Steel Lap
nts
Daniel R.
Braden
Dowel (1) U5 bar
w/ 25" min lap
and 6" embed
ete Footing
nts
Digitally signed by
Daniel R. Braden
Date: 2022.01.05
10:25:29-05'00'
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SHEET NO:
OP 5.
JOB NUMBER:
21-89
� OEL R. a�o��
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Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed
per product approval FL1* 11115.1 over self adhered
roofing underlayment over 19/32" CDX plywood attached
to trusses per sheeting attachment diagram on roof plan
ROOF PLAN
TYPICAL ROOF NOTES: Scale 1/4 11
/ I" = I'-O"
— Overhangs shall be 1'-0" unless otherwise noted on this sheet
— roof pitch shall be L-12 unless otherwise noted on this sheet
— Truss shop drawings to be provided by manufacturer
— Any changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
— Architect to review Truss Shop Drawings Prior
to construction for layout and uplift verification
— Contractor to provide for Form Board Survey and to provide
Form Board Survey to Truss Company prior to truss construction
— Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to START
OF FOUNDATION WORK for strapp and footin�gg size ON ANY
— TRUSS DEFLECTION SHALL N2 T EXCEED 0.5 ON ANY TRUSS.
PROVIDE GUTTERS
TO ALL OVERHANGS
POOL
Digitally signed
Danie I R. by Daniel R.
Braden
Braden Date: 2022.01.05
10:26:07-05'00'
Additional
45 bars
Lintel
Bar
Clear
"A"
"B"
'
Length
Length
Span
Bars
Bars
CLEAR
COVER
i 4 i Precast Lintel
2'-10"
2'-8"
I'-6"
2,3
none
3'-6"
3'-4"
2'-2"
2,U3
none
8F8-OB/IT
Additional
3'-101,
2'-8"
2,U3
none
45 bars
4'-6"
4'—'�"
3'-2"
2,U3
none
e Row of Beam
�f'—O"
2,3
none
ockAbove5'-2"
ffBo
:EA•'
ecast Lintelnone
none
dditional '�."' i
�'-6"
�'-0"
6'-2"
2,1i5
none
CLEAR u5 bars IL ---- A'
COVER
BFIL-IBAT BFIL-I13/2T
0
0"
2,45
none
NOTES:
ALL reinforcing steel is grade 60.
I. MIN. COVERAGE OF STEEL = 1.5"
2. MIN. BEARING REQUIRED $ EA. END = 4"
3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE 60
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LINTEL SCHEDULE
Mark
Window
Door
�Uni
Width
Lintel
Size
Cast -Crete
Specification
Pre-
Stressed
Row& of
BAbve Block
"
Bottom
Steel
Size
Top
Steel
Size
Max.
Load �tg
(PLF)
Max.
Load
(PLF)
Max.
Lateral
(PLF)
L20
21_0 "
2'-10"
8F8-OB/IT
NO
1
u5
30L9
15L9
IL42
—
L31
21-0
21-88
3'-1"
3'-9"
8F8-01BAT
NO
1
u5
25LI
130
10
—
L45
4'-5"
5'-I"
8F8-01BAT
NO
—
1
u5
1349
1016
411
L50
5'-0"
5'-8"
8F8-01BAT
NO
—
1
u5
1105
909
339
LLO
L'-8"
L'-8"
8F8-01BAT
NO
—
1
u5
1 1011
121
534
L10
T-O"
T-Off
8F8-01BAT
NO
—
1
u5
1011
121
534
L80
8'-O"
8'-8"
8F8-01BAT
NO
—
I
u5
16,99
591
512
L90
T-Ow
9'-8"
8F8-OBAT
NO
—
1
u5
535
530
401
1.I00
10'-O"
10'-8"
8F8-013/IT
NO
—
1
u5
582
414
452
LIlO
10'-O"
W-8"
BFIL-IB/IT
NO
ONE
1
85
1
u5
1254
410
402
L120
12'-0"
12'-8"
BFIL-IBAT
NO
ONE
1
u5
1
u5
1015
LOL
324
L140
14'-0"
14'-8"
BFIL-IBAT
YES
ONE
1
85
1
u5
1 1310
519
284
LILO
I6'-0"
IL'-8"
BFIL-I13/2T
YES
ONE
1
u5
2
u5
950
500
194
LI80
IV-0-
18'-8"
BFIL-I13/2T
YES
ONE
1
u5
2
u5
150
424
148
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 13'-11" LONG ARE TO BE PRESTRESSED.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
2" x 4" top plate I I `
5/8 drywall ceiling on
truss bottom cord
z
0
w
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d
u
drywall on
1 5/8" x 3 5/8" x 20 ga
w metal studs at 16" o.c.
N
" x 4" P.T. bottom plate
4" concrete slab with fibermesh OR
Typical baseboard 6"x6" 410/10 WWM on 6 mil Visqueen over
--1clean , compacted termite treated fill
T( pical Interior Non —bearing Partition
Scale: 1/2" = 1'-0"
BEAM SCHEDULE
Mark Size and Description
B1 Two rows of beam block filled with concrete and (1) 45 bar
continuous in each row. Provide precast lintel filled with
concrete and (1) #5 bar per lintel schedule continuous
over openings.
HIP ROOF:
SHEETING
ATTACHMENT
DETAIL
I.
Minimum Nail Size =
8d angular ring shank (min. 2
1/2" Ion )
2. Minimum Screw Size
= 1$8 x 2"
3. Minimum Sheathing Thickness 19/32"
COX Plywood
4. Use nails or screws
based on
pressure for roof stated
in permit info box
on these
pans for zone 3
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4 FT
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�C k
4 FT
4
FT
T�� u_
r k
4 FT
4 FT
Ke
Area
Ede
Field
Fastener
Max.
Pressure
Zone I
6
6
8d ring shank
45 psf
Zone 2E, 2R
.4"6"
8d ring shank
�6 psf
8d ring shank
84 psf
STRAPPING SCHEDULE
HETA 20
SIMPSON HETA 20 hurricane
anchor at each truss supporting
Max. 1,810 Ibs, uplift. Strap shall
have (9) IOd x I I/2" nails.
BOTTOM CHORD TRUSS BRACING NOTES
Contractor to brace all bottom chords in floor
and roof trusses in the following manner:
- install first row of trues bracing 3,6' from exterior walla
and spaces 12" o.c. thereafter.
- install bracing on ang bottom chord which is longer
than 12" in clear span.
All truss bracm to be 2" x 4" wood and shall be attached to
bottom chord op trusses.
asses spaced per truss
nufactures plans
pical splice
ttach bracing to truss chord
ing (2) IOd Wads in all
cations
" x 4" wood bracing
A
bracing shall lap one truss
ALL BRACING SHALL COMPLY WITH SCSI-B3 SUMMARY
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SHEET NO:
14
OF 5.
JOB NUMBER:
21-89
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AR 9770
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SHEET NO:
14
OF 5.
JOB NUMBER:
21-89
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AR 9770
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