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5 shelves
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PANTRY i
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STUDY °_
10'-0" A.F.FA-,,
Flat Ceding
10'-0°
-G" -L 4'-10"
C
-4"
e..'-
24"
1'-8"
COVERED
PORCH
Q
ivl Coffer Ceding 'sJIF
8'-8"
01
Ceiling.
24".
C-2
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TYPICAL NOTES: SCALE 1/41' 1'-00,
1. Contractor to verifg 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.C. fiber stress.
4. No dissimilar metals to touch.
5. 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.C. grout mix
L. 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.
S. ALL wall dimensions are nominal and not finished wall or stud dimensions.
9. ALL plumbing fixtures to be low flow.
10. Contractor to Provide Pan i Drain at water heater in accordance
with the Florida Plumbing Code current edition.
iI. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set bg Governing Building Department
survegor 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 bg 5/8" type "X'"
drgwall applied to garage wall.
WALL SYMBOL LEGEND
O.C. for walls up to 10'-0"* high.
For 10 -0 a
Space
inspection
32" o.c. for walls
is required by ang
up to 15'-0"*
licensed structural
walls over special
d
enTneer to review and approve
the vert.
steel installafton in
the footings, ® °
in the wall cavitg and into beam.
v C
s
= 2" x 4" non-bearin stud walls
- see sections. insulate
L - a-
wwitthh R-111 bastptasceast bathrooms il
between A/C and
20-
c00 9
V =
r = 2" x 4" non -bearing stud wall at
plumbing
locations
See floor plan for locations
co
COL Q
C <
dui
ty
,
Square Footage Breakdown
Window ;'ached
L
.a
Total A/C Space = 2,931
sq.
ft.
� ® +
Covered Porch Total = 334
5q.
ft.
�' o 0
Garage = 142
sq.
ft.
Under Roof Total = 4,021
sq.
ft.
Ule
Mark
Size
Window Descri Lion
I.
3'-1" x 5'-3"
SINGLE HUNG
2.
-5" x 5'-3"
5iNGLE HUNG - EGRESS
5.
3'-P x L'-4"
SINGLE HUNG
J.
4'-O" x 2'-O"
FIXED GLASS
S.
L'-O' x 2°-0"
FIXED GLASS
40-5. x 3'-2'
SINGLE HUNG
1.
3'-0' x 3'-b"
FIXED GLASS
S.
2'-2" x 3'-2'
SINGLE HUNG
9
2°-6" x 2'-t"
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.
- verifg all masonrg/rough opening sizes prior to ordering
windows.
Door Schedule
Mark
Size
Door Descri tion
A
3'-O" X e'-O"
FOAM FILLED FIBERGLASS f. PANEL
B
16'-0" X 8'-O"
GARAGE DOOR
C
9'-0" x 8'-0"
GARAGE DOOR
D
13) 3'-0' x 8'-0'
SLIDING GLASS DOOR
E
(2) 3'-0" X 8'-O"
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'-O' X ®°-®"
Bi-FOLD DOOR
L
4'-0" X W-0"
BI-FOLD DOOR
M
4'-0" X 8'-0'
Bi-FOLD DOOR
- ALL exterior doors including garage doors to withstand
pressures stated in permit information box on these plans.
- vei ifg all masonreg/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 tgpe) that is 3'-0" wide
minimum and one emergencg escape door (not shuttered).
If escape door has gglazing then it must be impact resistant
and shall NOT be thru garage. This mag be the same door
if it meets both criteria listed above.
r
Digitally signed
by Daniel R.
/ �°€3raden
Dater2021.10.27
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