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HomeMy WebLinkAboutPLANS 10262161_8..
1) Q.
14'-10"
J � L
q'-2°
AwAbu
15'-0"
12'-4"
FLOOR FL/4N
Pool
DD
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16'-O"
13'-4"
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ilte
Flat Ceiling
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12'-O°
COVERED
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PORCH
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— — — — — — —
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KITCHEN
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12'-0"
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2'-
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thru roof
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0 10'-0"
A.F.F
10' 0" A.F.F
12'-0"
Flat
LAUNDRY
Ceiling
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Flat Ceiling
1,4bo\kel
3'-10"
2'-8" 2'-8"
- - - - - - - - - - - - --
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61_011
12„
12"
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GARAGE
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23'-4"
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I 1 17100
00 0 1 1 00
TYPICAL NOTES:
I. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
-4. No dissimilar metals to touch.
S. ALL Concrete used for slabs shall be min. 3000 PSI concrete, and
ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to
shall be min. 3,000 F.S.I. concrete and/or -4,000 P.S.I. grout mix
�. Drywall at ceilings shall be leveled and attached to bottom chord
of trusses with screws.
1. ALL wood in contact with concrete shall be pressure treated.
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
mil. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Pan $ Drain at water heater in accordance
with the Florida Plumbing Code current edition.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Building Department
surveyor to set in field.
13. Separation between residence and garage shall be per FBC R309.1 and R309.2
14. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated
15. The Garage shall be separated from residence and the attic area by 5/8" type "X"
drgwall applied to garage wall.
WALL SYMBOL LEGEND
�= CBS walls - Fill cells solid with concrete and (1) ##5 bar vert. at 40"
o.c. for walls up to 10'-0"* hi h. Space 32" o.c. for walls up to 15'-O"*
For walls over 10'-0" a special inspection is required by any licensed structural
engineer to review and approve the vert. steel installation in the footings,
in the wall cavity and into beam.
2" x 4" non —bearing stud walls — see sections. insulate
with R-11 batts at bathrooms t between A/C and
Non —A/C spaces
= 2" x -f" non —bearing stud wall at plumbing locations
See floor plan for locations
Square Footage Breakdown
Total A/C Space =
2,931
sq.
ft.
Covered Porch Total
= 33'4
sq,
ft.
Garage =
%2
sq.
ft.
Under Roof Total =
4,021
sq,
ft,
Uj indoui Schedule
Mark
Size
Window Description
I.
3'-1" x 5'-3"
SINGLE HUNG
2.
4'-5" x 5'-3"
SINGLE HUNG - EGRESS
3.
3'-1" x 4'-4"
SINGLE HUNG
`I-
4'-0" x 2'-0"
FIXED GLASS
5.
6'-0" x 2'-0"
FIXED GLASS
6.
4'-5" x 3'-2"
SINGLE HUNG
-1.
3'-0" x 3'-6"
FIXED GLASS
8.
2'-211 x 3'-2"
SINGLE HUNG
9
2'-6" x 2'-6"
CASEMENT
— ALL Windows to be white ESP aluminum windows with tint.
Provide muntin's and structural mullions per elevations. See
product approval chart for window manufacturer information.
— ALL windows to withstand Pressures stated in Permit
Information Box on these plans.
— ALL windows in bathrooms to be tempered
— ALL windows within 18" of finished floor to be tempered
unless impact rated.
— verify all masonry/rough opening sizes prior to ordering
windows.
Door Schedule
Mark
Size
Door Description
A
"
3'-0" X 8'-0
FOAM FILLED FIBERGLASS 6 PANEL
B
16'-O" X 8'-O"
GARAGE DOOR
C
9'-0" X 8'-0"
GARAGE DOOR
D
(3) 3'-0" x 8'-0"
SLIDING GLASS DOOR
E
(2) 3'-0" X 8'-0"
SLIDING GLASS DOOR
F
3'-0" X 8'-0"
20 MINUTE FIRE DOOR
G
2'-8" X 8'-0"
HOLLOW CORE INTERIOR DOOR
H
5' -0" X 8'-0"
BIPASS DOOR
J
2'-8" X 8'-0"
HOLLOW CORE INTERIOR DOOR
K
"
5'-0" X 8'-0
BI-FOLD DOOR
L
4'-0
" X 8'-0"
BI-FOLD DOOR
M
6'-O" X 8'-O"
BI-FOLD DOOR
— ALL exterior doors including garage doors to withstand
pressures stated in permit information box on these plans.
— verify all masonry/rough opening sizes prior to ordering
windows.
— See product approval chart on these plans for exterior
door manufacturer information ( including garage door)
— Provide one exit door (swing type) that is 3'-0" wide
minimum and one emergency escape door (not shuttered).
If escape door has glazing then it must be impact resistant
and shall NOT be thru garage. This may be the same door
if it meets both criteria listed above.
VA , I �' pm I
Digitally signed
by Daniel R.
Braden
Date: 2021.10.27
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DATE DRAWN
10-18-21
DRAWN BY:
D.R.B.
T.E.R.F.
CHECKED BY:
D.i2.B.
MODEL:
CUSTOM
SERENITY
LAITY
H
Q
SHEET
w
Imo—+
OF 8.
JOB NUMBER:
21-244
Diagonal bracing to
2" x 4" to span
8'-0" from gable ei
nailed to each truss
2" x 4" bracing to s
8'-0" from gable enJ
each truss with (2) Ic
19/32" CDX plywood sheeting
nailed per roof sheeting attachment
detail on roof plan sheet
Soffit and fascia — see
typical section for exact details
2" x 4" sub —fascia
1/8" thick light textured stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank nails into studs.
ClarkOietrich XJIS Double-J
expanded flange galvanized control
o nt attached to pl wood using
d ring shank nails (2) in each corner
See typical wall section for wall
and at 16" o.c. thereafter with min.
construction
I"
penetration into studs
CABLE
E N E) W A L
L
ED E T 41
L
N 211 )
Oakridge shingles FLU 1004.1 nailed with typical 1 1/2"
ring shank nails — see approval for all spacings, laps and
edge distances per product approval with 5 5/8" exposure
through 301b felt on 19/32" CDX plywood nailed to
trusses per roof sheeting attachment diagram on roof plan
Galt' -Alum Metal drip on
I" x 3" Beveled Drip 6r
2" x 8" Fascia.
1/2" Dense glass screwed to
truss webbing with #10 SS screws
at 6" o.c. field and edges finished
with Trowel on stucco finish
per manufacturers recomendations
Strap beams to columns
using Simpson HETA 20
at each beam end
Column C-4
grade
NTS
Girder Truss
3 1/2" x 3 1/2" x 1/4" thick
steel column
10" x 10" x 5/8" thick base plate
with (4) 5/8" dia. x 8" A.B.
preset in concrete slab
0
0
0
4 3/4" wide x 12" high x 8" long x 5/8" thick
steel column cap prewelded to steel column.
Provide 1/8" dia. predrilled hole for (3)
5/8" dia. thrubolts.
/ADJUST CAP WIDTH AS
NEEDED TO MATCH GIRDER
THICKNESS VERIFY WITH
TRUSS SHOP DRAWINGS PRIOR
TO FABRICATION
I
3 1/2" x 3 1/2" x 1/4" thick
steel column
5/8" dia. x 8" a.b. preset
in concrete slab
� 1 10" x 10" x 5/8" thick base plate
prewelded to column
Base D&tail
Secondary Pour 14" x 14" square
to recess bolts
T.O.B. T_gplcal Steel Column Detail
__J�
A.F.F. nts
MAX. UPLIFT = 6,000 Ibs
MAX. GRAVITY = 10,000 Ibs
Beam B2
I/2" dense glass attached to bottom
chord using #10 x 2" SS screws at
6" o.c. field and edges and finished
with trowel on stucco finish per
manufacturers recomendations
Beam and column
show beyond
4" concrete slab with fibermesh OR
"x6" #10/10 wwM on 6 and Visqueen over
clean compacted termite treated fill
i
I7_71 n--
IIII III
,�� �iii IIII
F-24
Section at E ntrq F orch
Scale 3/4" = 1'-0"
Wood truss bottom chord
26 ga. top track screwed to
studs using (2) Type "S" screws
each side of each stud
Attach to trusses using (2) #8
screws at 48" o.c. max
cr
Qj
3 %" 26 ga. G.I. metal stud
blocking at mid -span of studs
a
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R
rn
\1/2" drywall
3 %" 26 ga. G.I. metal stud
at 16" O.C.
>
6-
m
26ga bottom track screwed to
studs +using (2) Type "S" screws
each side of each stud
Typical base
INTERIOR WALL SECTION
nts
nts
Oakridge shingles FLU 1004.1 nailed with typical 1 1/2"
ring shank nails — see approval for all spacings, laps and
edge distances per product approval with 5 5/8" exposure
through 301b felt on 19/32" CDX plywood nailed to
trusses per roof sheeting attachment diagram on roof plan 12
\ 6 SLOPE
Simpson HTS strap at each truss
Vsup orting Max. 1450 lbs. uplift
) IOd x 1 1/2" nails in each strap
Galt' -Alum Metal drip on
I" x 3" Beveled Drip on
2" x 8" Fascia.
5/8" thick light textured trowel on stucco
finish applied to 1/2" dense glass screwed to
soffit framing using #10 x 2" SS screws at
6" o.c. field and edges
Trusses at 24" o.c.
see shop drawings by others
II'-0" T.O.B.
A.F.F.
Beam B2
Hang beams
on columns
using
Simpson
MBHA 5.56/11.88
with
(1) 3/4"
dia.
,ATR top
and face
Column C-1
with min.
I"
embedment
set in
Simpson
ET
Epoxy Tie
,adhesive
/
grade
1/2" dense glass attached to bottom
chord using 410 x 2" SS screws at
6" o.c. field and edges and finished
with trowel on stucco finish per
manufacturers recomendations
4" concrete slab with fibermesh OR
6"x6" 410/10 wwM on 6 mil Visqueen over
clean compacted termite treated fill
IIII _ I�
—
F-36
Section at Entrq Forch
Scale 3/4" = 1'-0"
6" min. of Icynene LD-C-50 spray foam insulation on
bottom of roof sheathing in compliance with [CC-ESR-1826
Oakridge shingles FLU 1004.1 nailed with typical 1 1/2 dated Feb. I, 2012. Install DC 315 Intumescent coating
ring shank nails — see approval for all spacin�ggs, laps and per section 4.3.2 of ICC test noted above to comply
edge distances per product approval with 5 5/8" exposure with 15 min. thermal barrier requirements.
through 301b felt on 19/32" CDX plywood nailed to
trusses per roof sheeting attachment diagram on roof plan
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Maxim
1810lbs. uplift
Galt' -Alum Metal drip on
I" x 4" Drip on
I" x 8" Fascia on
2" x 6" Sub -Fascia
12
6 F_
Q
5/8" thick stucco on 3/8" hi -rib lath X
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framing members
O
i
5/8" thick light textured
stucco on typical concrete
block construction
45 bar vert. w/
30" overlap —
at each filled cell
base
board
Grade �
"-1111 IIII,;,,IIII, 1111=III ��
F-16
TYPfC,4L SECTION
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
( shop drawings by manufacturer )
5/8" drywall with smooth finish
1/2" dr wall over I" x furring
strips at 16" o.c. with R4.2 fyfoil
insulation on typical 8" Block walls
All drywall is per FBC 102.3.1 and
shall meet all pertainingg ASTM codes.
Mortar to be Type "M" only.
Provide Our-O-Rock at al
r wet
areas (ex. showers, tubs etc...)
Fill cell with concrete and
(1) 45 bar vert. (typical).
Max. spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" 1*10/10 WWM on 6 mil Visqueen over
—clean compacted termite treated fill
Digitally signed
by Daniel R.
Braden
Scale I/2" = 1 —v Date: 2021.10.27
10:27:18-04'00'