HomeMy WebLinkAboutFloor PlanFloor Plan
scale: 1/4" = 11"i
FIBERGLASS SHINGLES
PEEL & STICK UNDERLAYMENT
OVER 19/32" C.D.X. PLYWD.
ALUM. DRIP EDGE ON
2 x 6 P.T. FASCIA WRAP
WITH ALUM.—,.
VINYL VENTED
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVI
ALL OPENINGS
6411VIKKOR a I i'll I W 05
500,04
R30 BLOWN INSULATION Scope of' Work
ABOVE LIVING AREAS
"1-1/2" CLNG.
1 x 4 P.T. BOARD
FIRIESTOP
\_(1) COURSE BEAM
BLOCK WITH (1)
REBAR AND FILLED
WITH GROUT
8 x 16 x 8 C.M.U.
WITH #5 VERT, DOWEL
IN GROUT FILLED CELLS
R9 CORE FILLED INSUL.
AT LIVING AREA
FIRESTOP
2500# CONC. FOOTING
WITH (2) #5 RE13AR
GRADE --*Jmin. I
L
4" 251 FIBERMIX CONC.
OVER . 6 VAPOR BARRIER
SEE FOOTING ON L"AN, COMPACTED,
DETAILS TERMITIL-E. TREATED FILL
Typical Wall Sect -ion
scale: 3/4f = 1'-0®'
WINDOW SCHEDULE
MI NON —IMPACT WINDOWS LOW—E
MARK
M.O. SIZE
TYPE
REMARKS
25 s. h.
37 3/4" x 63"
Singlehung
o n
gressmpac
H32
27 1/4" x 26"
_
Singlehung
Non Impact
35
54' x 63"
Singlehung
o n I
Pgressmpact
36" x 16"
_
Fix. Glass
37 3/4" x 17"
Fixed Glass
Non Impact
Transom
36" x 16"
Tempered
Fix. Glass
37 314" x 17"
Fixed Glass
Obscure
Transom
Non Impact
24
37 3/4 x 50 5/8"
Singlehung
Temp. Glass
Non pact
All windows to have white frames, colonial grilles (see elevations)
Clear, Low E NON —IMPACT
0 Exterior Doors [:] interior Doors
Size
Type
(D
Double 3080
FG Smooth Finish with Dead Bolt
6 Panel
116' x 7'
Overhead Steel
9058
Sliding Glass Door
7
2868
Masonite style S.C.
with weatherstrip & Threshold
2668
Masonite style H.C.
2868
Masonite style H.C.
1
4068
Masonite style H.C. Bifold
11
2068
Masonite style H.C.
12
6068
Masonite style H.C. Bifold
13
2668
Masonite style H.C.
14
2568
Masonite style H.C. Bifold
15
6068
Masonite style H.C.Bipass
16
1 (2) 3068
FD Single Light Insert
17
, 2568
Masonite style H.C. Bifold
H
2668
Masonite style H.C. Bifold
C 40
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:Single level CBS single family residence
Buildin(,.'Ode
'
2020 Florida Building Code: Residentia
2017 Natio,ial Electric Code
Deli n L io 13 d s
Roof Live Load: 20.0 p.s.f.
Floor Live Load: N. A.
Wind SpeE,d: 161'D MPH (3 second gusts)
Wind Importance Factor: 1.0
Building Catecior -y: 11
,
Wind Expcl-,sure: B
Internal Pressure Coefficent: .18
Structure [)esl�qnecl: Enclosed
Soil bearin,j capacity: 2000 p.s.f.
f"N
Cast in Place Sill or Tie -a, Op
Optior
In the event that the precast products are clarnaged in the
field cast in place sills and tie beams may be used (not to
exceed 5' — 10"i TVDical cost in place tie bearri to be a min.
8 x 12 with two W-5 top and two #5 bottom.
Safe Load Table Notes Installation Notes
1. All volucs based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
1. Inst9liation of U lintels must comply with architectural
arid/ 1 or structural drawings.
be 6 1 24uc:ed by 20% if bearing length is less than
2. U lintels
can be field cut to the required length.
2. N.R. Not Rated
3. Caf��!: in, place concrete may bero provided In composite
3. Safe lauds are superimposed allowable loads.
III Inte In lieu of concrete masonry units,
4. One #7 rebar mu be substituted for two #5
rebor in 8 inch linitels
4. They exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
in ASTM C-926
only.
5. All safe loads In units of pounds per linter foot.
applied accordance with or other
approved coating.
6. All safe loads are based on simply supported span.
5. Concrete masoniry units used In composite U lintel shall
be ald In a running bond.
7. Safe lot ' ratingsbased on rational design analysis
6. Shtpre composite lintels as required.
per AD 318 and
In ACI 530.
7. U IiIntelS are manufactured with a 5 1/2" long notch at
bol:h ends to accomodate vertical cell reinforcing and
grvut.
NOR"
A �'
8F1 6-1 B/1 T
--A raw
I . 1W
/ 5/8
Lintelype Designation
Cost Crete Lintel Schedule
Cornposite U Lintel Materials
1. Graiut per ASTM C476 fg=3000 pal 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
,All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAMTY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UIIUFr LOAD
BEAM SPECS.
6113
11273
2707'
590
BF1 6 1 T/1 8
L-2
W-15"
1366
864
916
231
BF1 6 1T/1B
L-3
5'- 1 10"
4360
1325
2080
628
8F16 1T/1B
L-4
3'-6"
6113
150
3524
47
BF1 6 1T/113
L-5
4®-6"
6113
200
2707
610
BF16 1T/1B
L-6
7'-6-
574,3
200
2166
60
BRF22 1T/113
L-7
61-6.
8360
268
2790
226
8F24 1T/1B
L-8
10'- 6"
2781
150
146'1
47
BF24 IT/113
17'-4"
950
200
4-05
BID
8F1 6 1T/1B
Min.
Beam d!yiths shown, beams may be increased wiffii7mt cement
At urg els 30 deep or larger, provide (1) #5 vertical rebar
at 24 o.c. along length of lintel
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