HomeMy WebLinkAboutBuilding PlansU
11�0 IIRITPIP14
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Floor Plan
scale.
FIBERGLASS SHINGLES
PEEL & STICK UNDERLAYMENT
OVER 19/32 C.DX PLYWD.
ALUM. DRIP EDGE
2 x 6 P.T. FASCIA
WITH ALUM.---,-
0 0 A
ilia =0 -IIIIIIIIIIIIIIIIIII11111-111a
TWO COAT
STUCCO FINISH
=1 i �_ =1L
FAj*
MENpie , 1,11, 1 a
SEE FOOTING
DETAILS
4" 2500� FIBERMIX CONC.
'OVEP .0 6 `APOR BARRIER
ON CLEAN, COMP.._-TED,
TERMITE TIRFAT177D FILL
Typical Wall Sg.-nction
scale: 3/4 = 1 —011
WINDOW SCHEDULE
Gl NON —IMPACT WINDOWS LOW— E
-------------
MARK M.O. SIZE
TYPE
REMARKS
25 s. h. 37 3/4" x 63"
Singlehung
o n I
gressmpact
H32 27 1/4" x 26"
Singlehung
Non Impact
35 54" x 63"
Singlehung
o n I
Pgressmpact
36" x 16"
Fix. Class 37 3/4" x 17"
Fixed Class
Non Impact
Transom
36" x 16"
Tempered
Fix. Glass 37 3/4" x 17"
Fixed Glass
Obscure
Transom
Non Impact
24 37 3/4" x 50 5/8"
Singlehung
I
Tern . Glass
Wact
I
I Non
All windows to have white frames, colonial grilles (see elevations)
I
Clear. Low E NON —IMPACT
POOR SCHEDULE
F
0 Exterior Doors interior Doors
FG Smooth Finish with-De-ad-B—olt
6 Panel
Overhead Steel
Sliding Glass Door
im��Aaso`niTesf_yT;e
�..
iwith weatherstrip & Threshold
Masonite style H.C.
♦
sonite style H.C.
"IIMasonite
I
style H.C. Bifold
m.Mosonite
style H.C.
Masonite style H.C. Bifold
■IE
Mosonite style H.C.
Masonite style H.C. Bifold
�Masonite style H.C.Bipass
FID Single Light Insert
N
Masonite style H.C. Bifold
R1
Mosonite style H.C. Bifold
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Scope of Work
C'4
Single level CBS single family residence
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Buildinrl Cade,
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2020 FIorjr(j a Building Code: Residential
2017 Nati,crial Electric Code 2
6
6
Desi r Loads
C31
C:Y
Roof Live Load: 20.0 p.s.f.
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Floor Live! Load: N. A.
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Wind Speed: 160 MPH (3 second gusts)
C14
Wind Importance Factor: 1.0
C3
Building Cc-itegory: 11
Wind Exposure: B
Internal Pressure Coefficient: .18
Structure Designed: Enclosed
Soil bearing Capacity: 2000 p.s.f.
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Cost in F D I ag.e Sill or Tie Bearn Option
In the event that the preco,t products are damaged in the
field cast in i)lace sills and tie beams may be used
(not to
exceed 5'-10") Typical cast in place 'tie beam to be a min.
8 x 12 with two #5 top and two #5 bottorri.
Safe Load Tcble Notes Installation Notes
1, All values based on minimum 4' nominal bearing.
1. Instg1lation of: U lintels must comply with architectural
Exception: Safe loads for unfilled U lintels must
and/or structural drawings.
be 6 1� 2quced 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. Gast In place concrete may be provided in composite
Li lintel In lieu of concrete masonry units.
& Safe loads are superimposed allowable loads.
4. "'he exterior surface of U lintels installed in exterior
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
approved coating.
5. All safe loads In units of pounds per lInler foot.
5. Concrete rinasonry units used In composite U lintel shall
6. All safe loads are based on simply supported span.
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. IJ lintels (ire manufactured with a 5 1 2" long notch at
both ends to accomoclate vertical cell'reinforcing and
grout.
Cast Crete Lintel Schedule
Composite U Lintel Materials
I.IGrout peer ASTM C476 fg=3000 psi 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. Mortor per ASTM C270 Type M or S
All Rebar to be #5 Grade 60 min.
MARK
LEN(.'I'M OF
U14TEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UP11AFT LOAD
UPLIFT LOAD
BEAM SPECS.
4V-61
6113
1273
21"D7
590
8F1 6 1 T/1 B
L-2
10'— 6'
1366
864
V16
281
8F1 6 1 T/1 B
L-3
5'-10"
4360
1325
2080
628
OF16 1T/19
L-4
15
6113
150
3524
47
BF16 1T/1B
L-5
4'-6-
6113
200
2-707
60
8F1 6 1T/1B
L-6
7--6-
5743
200
2166
60
BRF22 1T/113
L-7
6'-6-
8360
268
2790
226
81`24 1T/1113
L-8
10'— 6"
2781
150
1461
47
BF2.4 1T/1B
L-9
17'-47
950
200
+05
50
8F1 6 1T/18
I
Min. Beam d! ii
, Pths shown, beams MGY he increased without c-ernent
At Li��els 130 deep or larger, provide J) #5 vertiecil rebar
at 24 o.c. along length of lintel
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24' 22' 14'
8'-0 3/4" 7'-9" 8'-2 1 /4" 3'-7" 11'-9" 6'-8" 7' L 7'
° 24'-4"
Patio
cV
8" x 12" framed d op
header by framer
cover with paper back�=
wire lath and stuck
o
L_1 25 s.h. L_1 25 s.h. 35 s.h.
Egress Egress L_3 Egress
- - - - - --------------------- --- ❑ ❑ ❑ ❑
102 ` 10'-1 " 0 I
TV' Sports
PO \ Mount Covered ;
° Porch Do v ° "
° Bdrm. 3 Bdrm. 2 3FFixed 16
�
8'-1" (Stucco) cing. from FFE v aster B e d ro m Glass
N I 8'-1" Ceiling 8'-1" Ceiling ! Carpet Carpet 8'-1" CI g. & 12" Co T-er IL --
-1
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FL-1 25 25 L-2 Carpet � N
❑ 29
- 4" E p \
?66, 9068 s.g.d.
I
2868 �° o
�4 Cafe I II
_
1D 04p
5'-5" \ 10'-1" Ceiling `
L-1 B a . 2 2868 2'-2 1/2" — Tile OQ-1
F91 - 7f 1
36" x 16' Cing. 36" x 16"
Fixed ,n " -7 3/ 6 11 2'-2-
Fixed
Obs
Temp Glass 9 "
cure 3 p Glass
4 -5 3/4 7'-6" 17'-7" 2
°' ❑ 2 x 4 frame Family
5'- 1 2" '_4" 3 -6 1 2
in ® wall 34.5" tall T a m i l �/
22.5 x 36
L-1 1 .. I Access iTile - iv
rL�O I 10 -1 Ceiling
25 s.h. Bdrm . i =__-_ ___= Tile \ L -J 6 ® •-
Egress Space Saver Micro Carpet ��� �6 I O
ram above Range I dw r) O 14 I I I
GO 8 -1 Ceiling ro4 Recirculating I a�
TV Sports - ,�Carpet►'�
t0
FPL Meter
Location I
front left
Underground
Service
Carpet Mount to
Kitchen Tile
12
10'-1" �eilinq ,
10
fi
5 —0 1/2
7 —3 /2
3 —4
1/2
12"
6' —8"1.
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2'- 8
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11'-4'"
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25 s.h.
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Panel
N Light Fink Storage Above
Struck Block
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11'-1" Cing.
STUCCO CLG.
E E ----- ----- 0 0
L—
4" 3'-6" 3'-6" 4"
—8" N r 33
D
M a . 24
B a . ° 0 s.h.
Temp.
Tile °
I' I I 42"H Knee
1 Wall
rn . Xvp I
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L-4 ' H32 s.h.
Eg 16070 Overhead
0 s— — — — — — — — — — — — — O 0
2
10,-8" 4'-6 3/4" 4'-6 3/4" 2' 7' 2' 4'--6 3/4" 5'-7 3/4"
2'-8" 16' 2'-8" 9'-1 1 /2" 11' 10'-2 1 /2" 4'-2" 4'-2"
21'-4" 30'-4" 8'-4"
Floor Plan
scale: 1 /4" = 1'-0"
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FIBERGLASS SHINGLES
PEEL & STICK UNDERLAYMENT
OVER 19/32" C.Q.X. PLYWD.
SEE CONNECTOR
SCHEDULE
PRE ENG. WD.
TRUSSES 24"c.c.
ALUM. DRIP EDGE ON
2 x 6 P.T. FASCIA WRAP
WITH ALUM. t
VINYL VENTED i IG I
12'
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVE IF,,
ALL OPENINGS
TWO COAT
STUCCO FINISH
12
6
R30 BLOWN INSULATION
ABOVE LIVING AREAS
L 1 /2" CLNG.
�-1 x 4 P.T. BOARD
FIRESTOP
URSE BEAM
BLOCKWITHWITH () #5
REBAR AND FILLED
WITH GROUT
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 24"o.c.CO
k;
--R9 CORE FILLED INSUL.
AT LIVING AREA
1 /2" GYP. D.W.
FIRESTOP
2500# CONC. FOOTING
WITH (2) #5 REBAR
GRADE min. 0 �I
4" 2500## FIBERMIX CONC.
OVER 006 VAPOR BARRIER
SEE FOOTING ON CLEAN, C^`aPACTED,
DETAILS TERMITE TRE,, ..D FILL
Typical Wall Section
scale: 3/4 = 1 -0
DOW SCHEDULE
CG
IMPACT
WINDOWS LOW—E
VIM
M.O. SIZE
TYPE
REMARKS
s.h.
37 3/4" x 63"
Singlehung
onpac
H32
27 1/4" x 26"
Singlehung
Non Impact
35
54" x 63"
Singlehung
Non ss pac
36" x 16"
Fix, Glass
37 3/4" x 17"
Fixed Glass
Non Impact
Transom
36" x 16"
Tempered
Fix. Glass
37 3/4" x 17"
Fixed Glass
Obscure
Transom
Non Impact
24
37 3 4" x 50 5 8"
/ /
Sin lehun
g g
Tempp. Glass
Non Im act
All windows to have white frames, colonial grilles (see elevations)
Clear, Low E
NON —IMPACT
DOOR SCHEDULE
oExterior Doors Interior Doors
Size
Type
(D
Double 3080
FG Smooth Finish with Dead Bolt
6 Panel
�.`./
16' x 7'
Overhead Steel
9058
Sliding Glass Door
7
2868
Masonite s e S.C.
with weatherstrip & Threshold
8
2668
Masonite style H.C.
9
2868
Masonite style H.C.
F
4068
Masonite style H.C. Bifold
11
2058
Masonite style H.C.
12
6068
Masonite style H.C. Bifold
13
2668
Masonite style H.C.
14
2668
Masonite style H.C. Bifold
15
6068
Masonite style H.C.Bipass
16
(2) 3068
FD Single Light Insert
17
2868
Masonite style H.C. Bifold
1i8
2668
Masonite style H.C_ Bifold
Sco e of 'Fork
Single level CBS single family residence
Building Cc�d.
2020 Florida Bllildii"' : de: Residential
2017 National Elec lic ode
Design Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: N.A.
Wind Speed: 100 MPH (3 second gusts)
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Cast in Place Sill or Tie Beam Option
In the event that the precast products Tare damaged in the
field cast in place sills and tie beams may be used (not to
exceed 5'-10) Typical cost in place tie beam to be a min.
8 x 12 with two W5 top and two #5 bottom.
Safe Load Table Notes Installation
Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
1. Inst Nation of U lintels must comply with architectural
and%or structural drawings.
be r24uced by 20X if bearing length is less than
6 1 2
.
2. U lintels can be field cut to the required length.
2. N.R. — Not Rated
3. Cast In plaInlieu of concrete masonry units.ce concrete may be provided in composite
U lintel
3. Safe loads are superimposed allowable loads.
4. One #7 rebor may be substituted for two #5
rebor in 8 inch U lintels only.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM C-926 or other
5. All safe loads In units of pounds per linter foot.
approved coating.
6. All safe loads are based on simply supported span.
5. Concrete masonry units used in composite U lintel shall
be lair In a running bond.
7. Safe load ratings based on rational design analysis
and ACI 530. per Aq 31 B
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1r2" long notch at
both to
ends accomodate vertical cel reinforcing and
grout,.
Composite U Lintel Materials
�•
8F16-1 B /1 T
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
1
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4M *'-
L nfeI Type Designation
4. Mortar per ASTM C270 Type M or S
Cast Crete Lintel Schedule
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD—
APPUED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6"
6113
1273
2707
590
8F16 1 T/1 B
L— 2
10'-6"
1366
864
916
28'II
SF16 1 T/1 B
L-3
5'-10'
4.360
1325
2080
628
8F16 1T/1B
L-4
3'-6"
6113
150
3524
47
8F16 1T/1B
L-5
4'-6"
6113
200
2707 —
60
BF16 1T/1B
L-6
7'-6"
5743
200
2166 —
60
BRF22 1T/1B
L-7
6'-6"
8360
268
2790
226
81`241T/1B
L-8
10'-6"
2781
150
1461
47
8 1T/1B
L-9
17'-4"
950
200
405
60
/1B
—
VV
Min. Beam de?ths shown, beams may be inctoosed without cement
At Liritels 30 deep or larger, provide (1) #5 vertical rebar `
at 24 o.C. along length of lintel
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Foundation & Footing Plan
scale: 1 /4" = V-0"
F--1
16" x 16" mono. footing
with (2) #5 rebar Cont.
4"
16"
16"
MONO. EDGE FOOTING
F-2
16" x 16" mono. footing
with (2) #5 rebar cont.
and curb
8"
4" to 6"
4„ — —
16"
16"
CURB FOOTING
AT GARAGE
F--
3
16" x 16" mono. footing
with (2) #5 rebar cont.
see plain 4"
4„—
12
16"
STEP FOOTING
F-5
8" x 8" thick edge
with (1) #5 rebar cant.
4" .� Q,a
8"
PATIO EDGE
F-6
Recess 4" at Shower
I
8 99
4" 4'
1
8 163
16"
TYP. SHOWER
RECESS
F—
7
16" x 16" mono. footing
with (2) #5 rebar cont.
4.'
12
16"
INTERIOR BEARING
FOOTING
GENERAL FOUNDATION NOTES
Concrete shall be a minimum of 4" thick over clean, compacted,
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage
Concrete shall have at minimum compressive strength of riot less
than 2500 p.s.i.
All 90 deg. hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the -,bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1 /2" in
bond beams. Hooks may be rotated horizonitally If required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacityy falls below 2000 p.s.f. This
foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specifications and dimensions to be verified by contracti.�r.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
FORMWORK & SHORING
No structural concrete shall be stripped until it has reached (it least 80% of
the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, Sc reshores shall meet
meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
SOIL STATEMENT:
Foundation has been designed for a soil bearing capacityf of 2000.p.s.f.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
compaction.
If the contractor encounters, while digging the foundation, any,
discrepancy to suggest the soil may be Inadecuate, he must
immediately reporf It to the owner and the Architect or Engineer
so as to order a soil boring test.
Dowel Rod Repair Note
In the event vertical steel has been omitted from the dowr
pour locations, drill 5" into concrete (no closer than 3 314"
from edges and 5" from ends of cap walls) Remove dust
per manufacturers instructions and use Two part epoxy to
anchor the #5 rebar in place. Use either "Hilti C-100 or
Simpson Epoxy —Tie.
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. the floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if ; ;,y conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
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.
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
of the road.
3" VTR
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we
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1-1/2 VI I I
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SINK I
TUBi I
.� I WASHER
IY�• l 1WC 1-1/2"
3'
TO SEPTIC INVERT
SYSTEM
-1/2"
INK
Plumbing Riser Qiqgrgm
n.t.s.
Plumbing contractor toWvolve
rovide a
water hammer & shut at
each fixture
Insulate all hot waier lines
3" V1R
C.O.
2"
AUTn / I
V1 nr�•KIT HEN
1-1/2
SINKLr I
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INK I1-1/2"V
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ICI It[ ICIICI ICIICI ICI ICI ICI II�II�II�II�II�II�l ICI IKINA-11FORIM1110-1.1,
Front Elevation VC Scribed Smooth
scale: 1/4" = 1'-0" Stucco Bands, Typ.
IL
24 s.h.
HB Non elRn act
Clear
-----------------------------------------------------------
Right Elevation HOOF 'VENT
scale: 1/4" = V-0" TYP.
10"
36" x 16"
Temp. Glass
Obscure
Fixed
Non Impact
s.h.
Egress
---------------------------------N-&R
p��-------
Left Elevation
scale: 1/4" = 1'-0"
35 s.h.
Non
Impact
Egress
ear
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Stucco Bands, Typ.
Scribed Smooth
Stucco Bands
1
36" x 16"
Fixed Glass
Non Impact
36" x 16"
Temp. Glass
Obscure
Fixed
Non Impact
HB A/Cpp
9i------------------------------
25 s.h.
Non
Im act
IL--Jl
Egress
------------
12'-0"-24"-4" extended patio
24" x48"
ROOF VENT,
R.O. 46 x�i
TYP .
25 s.h.
Non
Im act
Egress
ROOF 'BENT
TYP.
i
H32 s.h.
Non Impact
36" x 16"
Fixed Glass
Non Impact------------
25 s.h.
Non
Impact
Egress
OL 11'-1"
10'-1 "
---- T.O.B. 8,-1„
Window 6'-9"
_ Head
T .
_ F. F. E' i�- 0.00'
Wind Zone
— Roof Plan
s
$e e
x
Wind Zones Walls
--
Gross pressures are for windows, doors, framing,
roofing, and other building components and cladding.
Roof Zones: 1 thru 3
Wail Zones: 4 and 5
C
AUCULATE VENTILATION PER 2309.7 FBC
MAIN HOUSE VENTILATION REQ.: 2876 SF x 14=1 a 1/300 = 1381 S . IN.
TOTAL RIDGE VENTILATION SHOWN: 552 SQ. IN.
TOTAL SOFFIT VENTILATION SHOWN: 1572 SQ. IN.
TOTAL VENTILATION SHOWN: 1624 SQ. IN.
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Roofing to be composed of and attached to pre manufactured
wood trusses as /qvvw,^
Felt undmr|o t in. ASTM D 226 Type ||) with 4^ min. side and
end laps, fasten with uonrosion resistant annular npg shank nails
at 6~m.c. in laps and in staggered nmwo spaced 12^o.c. in field.
If roof pitch in 2 install (2) kzymro 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
19/32° plywood sheathing or equal installed with staggered joints & G| clips,
nailed to trusses with 0d corrosion resistant annular ring shank nails
spaced rnow' Co.c. throughout, except max. 4"p'n' at gable ends'
All roof trusses are to be pre -manufactured oowennb|ieo provided by
o licensed wood truss fabricator with separate drawings and data
prepared for omtuu| project conditions by m Florida registered
professional engineer certified for trues design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truna engineer prior to fabrication
of the trusses. The truss manufacturers certified layout eho|| govern
after fabrication.
The handling, erection, and fixing of wood trusses shall be in ,
accordance with the specifications contained on the certified rnfors'
drawings and data.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
Splitting or cracking of structural components due to installation of
hardware is not permitted.
Uniama otherwise noted, the installation of specified hardware ahn||
conform to the truss manufacturers installation instructions and
standard pnoot|cn'
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK NTH 8d CASED HARD COIL NAILS
OR TNA|LS 4~ FROM ENDS AND 12~o'n'
USE "STRUCTURAL" SHIMS DURING DOOR INSTALLATION
WOOD AND/OR CEDAR SHIMS SHALL NOT BE USED.
Nailing Pattern
~
Zone 1: 8d at G o.o' field & 4~o`c' edges
Zone 2: 8d at 4-o^o- edges 8x Mmdd
Zone 3. 8d at 4'o'o' edges & field
Pneumatic NoDm
Pneumatic or mechanical/ driven nails will
be accepted under the following conditions:
k4in. noDa size 8d or larger ring shank with
Min. shank diameter: .113
Min. Length: 2-1/2-
Min. Head Diurnatmn '280 Full Round
Min. Ring Diameter .012 over shank dio.
Min. 16 to 20 Rings per Inch
Note
Gunnails aho|| be permitted as on
ocowptob\a fastener from any manufacturer
Wood screws meeting the same size requirement
may be used in lieu of nails without comment
Nailing Schedule
ROOF& FLOOR DIAGRAM
Use sheathing with #8 gun nails at 6^o.c
at supported panel edges and #8 gun
noUm at 0"o.n' at intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Use #8 gun nails at 4^m.o.
8tuoom finish over high ribbed go|x wire loth fastened to
framing rnenlbwro with No. 11 guoge nails with 1 embed. with 3/8°
dio. head 8"o'c' max. edges to be tied and nailed at 9"o'o'
Provide one layer of 15# felt to bottom of framing before installing lath.
INTER|NT[�|��� UU�|1 [��K�|��� NOTE
IOR L-[�|��|� VV��L_L_ FRAMING |�L/ | L_
Interior non bearing wmUm to be metal BfUdS y25 GQ,\ 24"0'C
Crimper may be used in lieu of screws.
ELN\_1_T rwki(001�01mili
STRUCTURAL |RA| NOTES -
All reinforcing steel ahoU be high strength billet steel and ahoU
conform to ASTM A-615 grade OD specifications. Lop continuous
reinforcing 48 bar diameters or 30- in beorna and in a|ubo' Lop
bottom steel over supports and top steel at rnldapon. Hook
discontinuous ends of all top bons. Reinforcing wtma| oho|| have
o rn|n|rnurn of 1° concrete cover, or as follows:
BOTTOM T[)p SIDES
Beams: " 1 1/2" 1 1/2°
Slab on Grade: 1 1 - 1`
Structural Poured: 3/4" 3/4-
Pourmd Wu||o: _ 3/40,
Slabs exposed
to the weather 3/4" 1°
Reinforcing steel mho|| be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Cmnonwtm Structures" and the current "AC| Building Code 318"
All structural steel mho|| conform to current ASTM Specification A-36
All Wood in contact with masonry mholl be pressure treated or approved
seperoting rootwrio|.
All dimensions oho\| be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer aho|| be notified before
proceeding.
All Design and Construction shall be |n0000rdonce with the current
American Concrete Institute (AC|). and the American Institute of Steel
Construction /A|5C\. The Florida Building Code and all opp||oob|m
1000| codes.
Structural Concrete aho|| attain o rn(n|rnurn ultimate oonnpramm[ve strength
(Fc") in 28 days as follows:
Co|unnn Footing and VYo|| Footing: 3080 p.s'|.
Co|urnn and wu||m from foundation to roof: see column schedule'
All other concrete: 2500 p.n.i
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.s'i All footings mho|| bear in virgin soil. If this
is not the case, the Architect or Engineer mho|| be notified before
proceeding with the work.
Timber (Heavy Timber Construction)
/ml Truss manufacturer shall submit o signed and aeo|wd shop
drawings by a registered Engineer.
b Wood rafters to have o Stress Grade of Fb=1300 p,n.i
(o) Roof rnernbarn should be secured to the beams or other
structural components with hurricane anchors for wind up|ift.
All wood rnennbarn eho|| have o nninirnurn fiber utrmmm in bending
of 12Q0 p.s.L with 1/360 max. deflection.
All bolted connections shall be 1/2° Cadmium plated or better.
Log bolts to he used only in shear connections with nnin|nnurn
4" threaded penetration past steel plate.
Log bolted conditions shall be drill topped no larger than the
internal thread diameter and shall not be hornrnor driven.
Undar, Girder Trusses provide equal number of studs as girder
p|ym (it frame bearing locations
��[-�|[-[�/\| REQUIREMENTS
\JL_|�L_|���L_
All work to be as per, the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is n:mponaJb|a for all labor, materials, utilities, testing,
waste removal, storage, Securing of site, oocwrnodmtion, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here.
Owner is responsible for all nnum|oipo| related charges such as hnpmot
fees, and water oonnention, except building permit fees, which are to be
included in the construction bid.
General contractor to check all drawings for errors and ornrnimsions and
bring them to the attention of the architect prior to starting any work, or
ordering any rnoter|o|n of the respective d(vYoion of work. If such errors
and ornrniamionm are not reported in wr|tingto the architect, any resulting
dornogeo or costs mhoH be born entirely by the general contractor.
Architect is not responsible for the contractors method or nnemnm of
construction.
Unless otherwise noted the installation of specified hardware mhoU
conform to the manufacturers instructions and standard practice.
All plans and drawings one not considered complete until they have been
reviewed and approved by the Building Department
and the building permit has been issued.
THRESHOLD KJ��7-[-
! |1|\L_��||\JL-L/ NOTE
L_
At egress door (Entry Door) the max. hgUh'
of the threshold shall be 1/2"
DOWEL
_J
Ld
XOPENING,
FASTEN TO BLOCK
AS NOTED.
DOOR SIDES
N.
o
2� x 1/8[WA5HER12. FROM ENDS
Qf
AND 24^u.c. IVIA>L"OR"
0
x 6"REDHEADS WITH MIN.
��
� x 1/8"YVASHER 12" FROM ENDS
AND 28`o.c. WAX'"0R=
1 /4°x1-1 /4" MIN EMBEDMENT SPACED
0 7-1 2" Q.O. VV 1" O.D. WASHERS
SPACED BOTTOM ANCHOR 0 3-1/2-
FROM BOTTOM OF 2x6 & TOP ANCHOR
AT LEAST AS HIGH AS THE DOOR OPENING
DOOR HEAD
x 2 3/4" TAPCONS STAGGERED
wpm
AO DEGREE HOOKS
OVERLAP 5' M
ChangeHORIZ. TIE BEAM STEEL
SEE WALL SECTION FOR
STEEL REQUIRMENTS
POURED CELLS WITH
(1 ) #5 BAR CONTINUOUS
FROM BEAM TO FOOTING
` Bond [J Elev.
(���
24^ rr
truss
Bottom
4t Chord
Lateral Bracinc
corner hors at beam
(outside --
/outm|de only) (corner
bars at footing (min.)
vartdowel lapped with
wall reinforcing, all
|opm 25' (min.) in grout
filled cell
Grout filled C
cell with #5 `
rebar
8x1Ox8
CBS Exterior
Wall
-f-------------
|
/ all corner bore to be the
| omnnm size, number, and
|
mpoomg as horrmntin| bars
in footing, beams, and *o|10
|
|
|
|
!
|
|
typical concrete
Typ. Arch Header Fra m ^
|D
2 o't 24"o'o.
wall section
insulation type
3 x 4 p.t. stud fastened
to �U l with 1/4' d(a.
x 2-3 4' long topoona
"�.� .urn �n�a �� ��4"
0 0 .n.o'
Bg. Wall Attachment L� 4 Detail.
4 `|
�� �l [l/~ �M���
uco|ex 1 1/2"
2x121-
bond tmoetho
with 10d-ot
sim°ep4~
rostnmr at
each stud
See Connector
Schedule
Pre Eng. Wood
Trusses 24"o.c,
(2) 2 x 4 too p|obm
continukouo
2 x 4 studs 18°c.o.
2 x 4 p.t plate fastened'
to foundation with 5/8' x
B" wedge bolts 24~o'n'
SimpsonA.
fastner at
each stud
top &botto
(G) 1Od
/212x4b
CONllNUh
2x4Full h
Cont. Studs
Roof Tr
24^o'o'
2x4st
Top Plate to
Truss with ) MTS18
with 10d to plate
and (7) 10d to trues
ohn =sp4"
rosnnmr at
each stud
DfTmsses
i ~mp4"
at
ud
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PRODUCT APPROVAL
Approval Product Model Number Manufacturer Glass Attachment Method Building Rated Product Rated'
Number Type Design Pressures Design Pressures
1/4" Steel Tapcon w/2-1/2" Min. Edge Distance & Min
FL#: 23358.1
S.H. Windows
Series 4000
CGI
Impact
Embedment of 1-3/4" 9" Max @ Corners & 8" Max
See Elev.
50.0
From Center of Meeting Rail
Non
1/4" Steel Tapcon w/1" Min. Edge Distance & Min
FL#: 26095.1
Fixed Window
Series 4025
CGI
Impact
Embedment of 1-3/8" 8-1/2" Max @ Corners & 18"
See Elev,
55.0
Max O.C.
Non
1/4" Steel Tapcon w/1-3/4" Min. Edge Distance & Min
FL#: 29078.1
Sliding Glass Door
Series 4025
CGI
Impact
Embedment of 1-3/4" 8-1/2" Max @ Corners & 1.687"
See Elev.
60.0
Min O.C. Distance
FL#: 20468.1
Swing Doors
Fiber Classic
Smooth Star
Th erm a Tru
Impact
1/4"Tapcons w11 1/4" min embedment 2" clearance
to masonry edge & 4" clearance to adjacent anchor
See Elev.
50,0
FL#: 16546.4
Overhead Door
73W6
Clopay
NA
5/16" x 1 5/8" min. embed. lag screw each bracket
See Elev.
+36 / —42.0
Approval
Number
Product
Model Number
Manufacturer
Attachment Method
Building Rated
Design Pressures
Product Rated
Design Pressures
FL#: 18355.1
Roofing
Heritage
Tamko
1 1/4" Roofing Nails with 3/8" dia. head (6) per Shingle
Vult: 160 mph
vult: 194 mph
FL#: 16503.1
Soffit
Vin
KAYCAN LTD
J OR F Channel to CBS with cased hard nails T or Stub Nails .097" dia. 5/89,
long 24"o.c. min. 1 1/2" long roof nails with 1/8" dia. shanks and 3/8" head
See Elev.
55.6
or staples with 1" long legs and 1/16" dia. at each nail hem.
TO Built Smooth
FL#: 2569.1
Underlayments
HT S/A
Soprema Inc
Self Adhering Modified Bitumen roof underlayment
See Elev.
+NA /— 150
UnderlaMent
24 GaIv.
FL#: 11968.3
Storm Panels
iouge
Berha Steel
Eastern Metal
Supply
114 x 13/4" All Points Solid Set Anchors Spaced 12" O.C.
See Sheet A-3
+35/— 40
Storm Panel
Roof Plan
scale: 1/8" = V-0"
Roof Trusses
24"o.c.
Drill & Epoxy
All Tread Rod
In Concrete
W/5/8"O
THREAD ROD
(22) 1 Od
10, =L—*
?x4 Stud Below Girder
,X4
2x4 BLOCKING
@ MID HEIGHT
7
A
B01G
GIRDER
BEARING
DETAIL
manufactured roof
es 2'-0" o.c.
"ffmo
3/8" continuous bead of CBS
caulk (back bedding) behind
buck to prevent liquid passage
-ywall cieling set flange in continuous 4
bead of caulk across the 4 4
entire face of buck
galvanized metal track or
top plate
ywall both ,ides
metal studs or 2x4 wood
; spaced 0 24" o.c.
MIIIIIIIIMII�
galvanized track or 2x4
I p.t. bottom plate
-r L1iick concrete slab k4000 PSI) with
fiber mesh over vapor barrier over clean
compacted termite treated soil
TYP INTERIOR NON LOA
BEARING WALL SECTI01
MGT W/5/8"0
ALL THREAD ROD
AND (22) 10d
(3) 2x4 STUD
BELOW GIRDER
2'x4 BLOCKING
(9) MID HEIGHT
DRILL AND EPDXY
ALL TREAD ROD
IN CONCRETE
4k
A15G & 3040 GIRDER BEARING DETAIL
Single Stage Framing
0-
stucco finish
perimeter caulk
Attach p.t. bucks —
with 8d coil nails at
12"o.c.
Typ. Alum. window—
djtb or sliding glas-s-
or jam b
NOTE: Method of attachment and
waterproofing procedures are the
iiame at poured iconcrete sill.
Gunable sealants shall comply with
ASTM C 920 Class 25 grade NS or
greater forj.roper joint expansion
and contra ion
Min. 1 1/4" embedment
Apt windows and min.
1 1/2" embedmient at
E;I, gl. doors
1/2" drywall
114" max. struct. shim
caulk
attach as per
manufacturers
product approvals
Typical Window & S.G.D. Jamb -')etclil at CBS Wall
Includes Buck Attachment Method
DESIGNED TO MEET THE REQUIREMEN] OF
-S
17
FBC 2020 SECTION R703.4 FLASHING
Alum. windo
frMme i
3/
8" " continuous bead of
caulk (back bedding) behind
shim to prevent !'quid passage
1/4" struct. shire
set flange in continuous -
bead of caulk across the
entire face of bu,k
perimeter caulk
stucco finish
Gunable sealants shall comply with A
ASTM C 920 Class 25 grade NS or
greater for proper joint expansion
and contraction
precast
conc. sill
A .
WINDOW SILL
-Typical Precast Ccnc. 3111 Detail
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60 1
NO
I 1h 16, 1 1 11 all
ANNION1 01 1
511.11 z I Mel a I a I a 11
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty.
Connector
Fasteners
Point
Uplift
ID
Uplift
Al 5G
(A�
---
T2-2) 1 Od
(1) 5/8" Threddled
B01 G
<21 00
MGT
1
3965#
B04G
Rod
*All other
trusses
ALL
<1 000
HETA1 6
1
1810#
(9) 1 Od x 1 1/2"
to CBS
*All other
trusses
ALL
UNO
<1 000
MTS18
1
1000#
(14) 1 Od
to Frame
Valley
Trusses
ALL
<250#
MTS12
1
1000#
(14) 10d x 1 1/2"
, -" �' �
*FOR GIRDERS A15G, BOIG & B04G SEE SHEET A--5 FOR DETAILS
K I
Connector Notes:
Do not substitute connectors
Do not sheath trusses before cill straps (ire in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer c-Irawirig.
Truss to truss connection by truss company, installed
per manufacturers spec's.
Lateral forces per endicular and parallel towall has been
considered (less tkan 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see H113-9.
Other specs, if different from above, have pric-rity.
Provide one stud for each girder ply at each Brng. point
8' 1- BRG
10' V BRG
11' 1- BRG
12' DEEP COFFER
10, 11 FLAT CLG
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KLAX, 777 Z!4 0, 7 1! � � 71 � M L , � I � I � ��')
ANI - 14 *7
mri
5/8" dia. x 10'-0
long ground rod
(3) #3l0 (THW) cop er
and (1) #4 ground IPTHW)
copper in 2" galy. conduit
Panel: 200 A.M.C.B. 200 Am
1 io, 3W 40 Circuit Panel
120/240 Volt
MLO
disc
0
F.P.L. service
Underground
#6 Copper
or
4 Aluminum
Ground
I3/4" copper ----I
water pipe
s
tie ground wire
to footing rebars
Electrical Riser Diagram
Underground
Electrical Load CalcuiatJl--•ns
2190 Living S.F. at 3 VA
6570
VA
(2) 20 Amp Appliance Ckts.
3000
VA
Laundry
1500
VA
Dryer
5000
VA
Dishwasher
1200
VA
Range
12000
VA
Ref. Circuit
1300
VA
Garage Door Opener
900
VA
Disposal
800
VA
Microwave
1200
VA
Water Heater
4500
VA
Total
37,970
VA
First 10 KVA at 100%
10,000
VA
Remainder at 40%
11,188
VA
VA
Total
21,188
AC Heat at 100%
14,000
VA
Total
35,188
VA
35,188 VA / 240 V = 147
Amps
New 200 Amp 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
4" duct
to soffi
4" duct
to soffit
HB
W
9
FPL Meter r{
Location to �{
Be Determined
Underground
Bdrm. 4
8'-1" Ceiling
pre wire
Ba.2
TUB 8'-1..
Ing.
�J 0 1 (f
TY®�
/
Bdrm. 3
8'-1" Ceiling
CO)/SD
Bdrm. 2�
8'-1" Ceiling I
pre wire
s
i
Patio
12'-0" X 24'-4"
---------------------------------------
--------------------------------------
Porch
8'-1" (Stucco) cing. from FFE
-�---TV Sports
�)` Mount
9
i
Cafe
10'-1" Ceiling
Space Saver Micro
above Range
Recirculating
I �
I 9f _
gfl
I RLF I I
I ladwl
I
Kitchen
10'-1" Ceiling
Ia I RLF —-- '--� ,
I RLF
LF
Ref.
Load
Be`.J r�TFron{ -
I 1
i , I D I
8 1 t thru! a
11 CIn . L1CoQf�
— Disc
I W I Ln d.
9ff J Cing.
Load Brng:j , w.�h
Wall
i
r---------
1 Attic Accessl
I with Ladder I "Ballar
i-------� 1
_ Load B, ng. -
At tn�' Wall
Attic
T
I I
I I
I I
Electric I r y I
Panel I I
Cing. gfi
Recpt-0
Garage
8'-1" cing. from FFE
Light Fink Attic Storage Above
L-9 1607:; Overhead
A
w
9w
Family
10'-1" Ceiling
pre wire
TV Sports
Mount
/
I I UI I
0 11'-1" Cing.
0— — — — -- — — — — — — O
TV
A aster Bedroom
8'-1" Cing. & 12" Coffer
pre wire
P
M a. '
Ba.
8'-1 "
Cing.
0
PH
Load Brng.
\ Wa I I
vy pre wire
Den
10'-1" Ceiling
4" duct
t0 soffit
NOTE: ALL BATHROOM VENTING
TO BE A MINIMUM OF 3'-0"
AWAY FROM ANY EXTERIOR
OPENING
ELECTRICAL LEGEND
al-F RECESSED CAN LIGHT FIXTURE
� VP VAPOR PROOF LIGHT
}- SURFACE MOUNTED LIGHT FIXTURE
I------� SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
x(,') EXTERIOR LIGHT WALL FIXTURE
FLOOD LIGHT
IIVAI RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
;-< EXHAUST FAN
w 051
Electrical Plan strip t STRIP LIGHT
scale: 1 /4" = 1'-0"
CEILING FAN WITH LIGHT OPTION CARBON MONOXIDE.
C S SMOKE DETECTOR
d)
THERMOSTAT
$
DUPLEX OUTLET - SWITCHED
=ct
DUPLEX OUTLET
49,
220 V OUTLET
-b4
SWITCH
-taw
THREE WAY SWITCH
SMOKE DETECTOR
®
DOOR CHIMES
vN
TELEVISION
QPH
TELEPHONE
O
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 AFCI.
TAMPER PROOF RECEPTCALES MUST BE INSTALLED IN 120 \,OLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
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60'
24' 22' 14'
8'-0 3/4" 7'-9" 8'-2 1/4" 31_771 11'-92p 6,_8„ 71 7,
B" x 12" framed drop
header by framer
cover with paper back
th d t
L_1
25 s.h. L_1
Egress
Tess
25 s.h.
Egress
wire a an s co
L__3
s.h.
Egress
Egress
a
cl a a o 1 a
ci
Ili]!a
a
10' 2' 1 00-111 , 12,_8"
Covered >
El T
° Bdrm. 3 Bdrm. 2 Porch ° 3Fixsd i6
„
8'-1" (Stucco) cing. from FFE Vaster B e d r o m Glass
Cl
N I 8'-1" Ceiling 8'-1" Ceiling I 8'-1" CIr g. &c 12" Co fer L-1
I Carpi{O Carpet L-1 25 L— 2 p t-
r °2' 4»
• �/ a a a o 0 0 0 0 - .-
'� 9068 s.g.d. CI ro
r
fu a e II °
1D
5'-5" 10'-1" Ceiling
L-1 51 B a .2 2868 2'--2 1/2" � Ile L-1
�(L
36 x 16 t Ill��r „AI
36 x 16
Fixed - 10 g 6 11 2'— 2 Fixed
Temp Glass 4'-5 3 4" " , ,� Glass
Obscure / 7 —6 17 —7 2 _
a' rr 2 x 4 frame F _ 1/2",_ ,-4» 3 —6 1 2
!1 34,5" tall C
�rb 1 I� a m i! y 00,122,5 6
, „ ! Tile N °°
� ` 1 �,� o� [J _... _ .,�. _ _ — _ _ .._. _ 10 —1 Ceiling :�. � Acc -•I
25 s.h. B d rrn . E - - _— _ Tile L —� -'c5 r 0
Egress ace Saver Mi _ — 6' I p c1
r
ill co Range I dw ? 14 I I 1
8 —1 eci �b ecirculating I m �+�
Carpet C 'rpe{I
Kitchen
Tile
10'--1" eilin
N
10' fi 5' — 0 1 /2" 7 3 1g/2" — 4 1 /2" 12" 6'-8"
o
�I I -- --'--- Ref. 24
Frame Down 24
VJ 2'— a a o s.h.
HBtine _—_-- ——Elllplc_Arch Tile o M Temp.
Fixed p 0 Front 24 1 2"x 24 1/2" R.O.Frame down --..___-- — „
Temp.Glass ao t �ILoad I Header ;++ 42 H Knee
\ B I >I D ILn cfl R.A. . i
L_1 Obscure I 11 r-- N 1.81 ventlthru N (2) x 12OttI I f Wall
roof
Hea er I I I
od - I I I
I Tile �TFrontl—ON1,
0 iI I Glass °a Br vp I
I I Load I CI n g. I %` o{ I I YJ��al Ii
C•7 lI w Tile �' Dining �¢ I 1 10'-1" 3Q IDBL 6 .=
L � {?� 2 x 12 d a� ° 1 I¢ CIn ° I `4" 8 It
Bader \ 10 —1 Ceiling E'QI I g. o - 1 \ I3
.l 1 Tile v 1 Den � r, HB
�� E Co„
� ❑ °� w.h. � I I a Lew jGlass 0 I I 10 —1 Ceiling
Load Brng. caN �"�p_ I I Y N Tile
Wall t/� r1 I T T ILi h t p RI O
1G' 11'— i 1 6,_8„ � P imar
3,
L-4 H32 s.h.
Attic Access I 0
p I Boll r 1 1 I I
with "Ladder a
Load Brng.11 L-6
0 -00 W110l _1C1 E I lil
25 s.h. 1 0 25 s.h.
1 I ..I.
00
FL - FL
Garage ► L-
`� FPL Meter Electric I W--1" cing. from FFE I iEntryI I
N ,
Location Panel Q Light Fink Attic Storage Above ! i -
front left � 11 —1 Cing. 0
Underground STUCCO CLG. i
Service ----.. — _...__—_ �t Cv 00
L7 L7 O —_--_--_.:.._—
Struck Block d
4" 3'-6" 3'-6" 4„
l� 00
t.
L-9 16070 Overhead
cl a o-------------_--..-_-_--- o El
2
10'-8" 4'-6 3/4" 4'-6 3/4" 2' 7' 2' 4'-6 3/4" 5-7 3/4"
16' 2'-8" 9'--1 1 /2" 11' 10'-2 1 /2" 4'-2" 4'-2"
21,-4" 30'-4„ 81_4„
Floor Plan
scale: 1/4" = 1'—O"
FIBERGLASS SHINGLES
PEEL &c STICK UNDERLAYMENT
OVER 19/32" C.D.X.
PLYWD.
SEE CONNECTOR
SCHEDULE
12
PRE ENG. WD.
6
TRUSSES 24"c.c.
ALUM. DRIP EDGE ON
R30 BLOWN INSULATION
Scope 0 f Wo r k
2 x 6 P.T. FASCIA WRAP
ABOVE LIVING AREAS
WITH ALUM.
Single level CBS single family residence
Building Code
1/2° cNG.
FIRESTOPT' BOARD
2020 Florida Building Code: Residential
\\—BLOCK
2017 National Electric Code
VINYL VENTED
(1) COURSE BEAM
WITH (1) #5
D e s i g n Loads
12"
REBAR AND FILLED
WITH GROUT
Roof Live Load: 20.0 p.s.f.
Floor Live Load: N.A.
Wind Speed: 160 MPH (3 second gusts)
8 x 16 x 8 C.M.U.
Wind Importance Factor: 1.0
PROVIDE "CASTCRETE"
WITH #5 VERT. DOWEL
Building Category: II
PRECAST LINTELS ABOVE
1
IN GROUT FILLED CELLS
Wind Exposure: B
ALL OPENINGS
Internal Pressure .Coefficent: .18
1 x 2. P.T. FURRING 24"o.c.
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
R9 CORE FiLLED INSUL.
AT LIVING AREA
TWO COAT
STUCCO FINISH
1 /2" GYP. D.W.
1 x 4 P. T.
I
FlRESTOP
5 1/4 BASEBOARD
2500# CONC. FOOTING
WITH (2) #5 REBAR
'n
GRADE
4" 2500# FIBERMIX CONIC.
p
OVER OC6 VAPOR BARRIER
SEE FOOTING ON CLEAN, COMPACTED,
DETAILS TERMITE TREATED FILL
Typical Wall Section
scale: 3/4 = 1 —0
WINDOW SCHEDULE
MI IMPACT WINDOWS LOW-E
MARK
M.O. SIZE
TYPE
REMARKS
25 s.h.
37 3/4" x 63"
Singlehung
Non I pact
EgrH32
27 1/4" x 26"
Singlehung
Non Impact
35
54" x 63"
Singlehung
E°ressPac
36" x 16"
Fix. Glass
37 3/4" x 17"
Fixed Glass
Non Impact
Transom
36" x 16"
Tempered
Fix. Glass
37 3/4". x 17"
Fixed Glass
Obscure
Transom
Non iImpact
24
37 3/4" x
Singlehung
ass
Non
1riT ct
All windows to have white frames, colonial grilles (see elevations)
Clear, Low E NON —IMPACT
DOOR SCHEDULE
o Exterior Doors Interior Doors
Size
Type
O
Double 3080
FG Smooth Finish with Dead Bolt
6 Panel
16' x 7'
Overhead Steel
0
9068
Sliding Glass Door
�7
2868
Masonite style S.C.
with weotherstrip & Threshold
FBI
1 2668
Masonite stye H.C.
®
2868
Masonite style H.C.
10
4068
Masonite style. H.C. Bifold
11
2068
Masonite style H.C.
12
6068
Mosonite style H.C. Bifold
13
2668
Masonite style M.C.
14
2668
Masonite style H.C. Bifold
15
6068
Masonite . style H.C.Bipass
16
1 (2) 3068
FD Single Light Insert
17
2868
Masonite style H.C. Bifold
18
2668
Masonite style H.C. Bifold
Cast in Place Sill or Tie Beam option
In the event that the precast products are damaged in the
field cast in place sills and tie beams may be used (not to
exceed 5'-10) Ty ical cast in place tie beam to be a min.
8 x 12 with two > 5 top and two #5 bottom.
Safe Load Table Notes Installation Notes
1. All values based on minimum 4" nominal bearing. 1. Inst Ilation of U lintels must. comply with architectural
Exception: Safe loads for unfilled U lintels must and7or structural drawings,
be r gyred by 20% if bearing length is less than
6 1 2'. 2. U lintels can be field cut to the required length.
2. N.R. = Not Rated 3. Cast in plaInlieu of concrete masonry units.ce concrete may be provided In composite
3. Safe foods are superimposed allowable lands, U lintel
4. The exterior surface of U lintels installed in exterior
4. One #7 rebar may be substituted for two #5 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 Ilnier foot, approved coating.
5. Concrete masonry units used in composite U lintel shall
6. All safe loads are based on simply supported span. 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
ep�r t grout..
i�hw t,7 9'd•�
Ifn
Composite U Linter Materials
� 1. Grout per ASTM C476 f =3000
W't LC)m 8F1 6--1 g/1 T inch aggregate and 8 tog11 inch slumph maximum 3/8
2. Rebor per ASTM A615 Grade 60
1wuj 3. Concrete masonryunits CMU per ASTM C90 with
Nr i- 7 5/8' minimum net area compressive strength = 1900 psi
Lintel Ty_p e Designation 4. Mortar per ASTM C270 Type M or S
Cast Crete Lintel Schedule All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAIAY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6"
6113
1273
2707
590
81716 1T/1B
L-2
10'-6"
1366
864
916
281
SF16 1 T/1 B
L-3
1 5-10"
4360
1325
2080
628
BF16 1T/113
L-4
3'-6"
6113
150
3524
47
BF16 1 T/1 B
L-5
4'-6"
6113
200
2707
60
81716 1T/18
L-6
7'-6"
5743
200
2166
60
8RF22 1T/1S
L--7
6'--6"
8360
268
2790
226
81`24 1T/16
L-8
10'-6"
2781
150
1461
47
BF24 I T/1 B
L--9
1T-4"
950
200
405
60
BF16 1T/1B
Min. Beare depths shown, beams may be increased without cement
At Lintels 30" deep or larger, provide (1) #5 vertical rebar
at 24 o.c. along length of lintel
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