HomeMy WebLinkAboutBuilding plans, 1709-0221F
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12"
12'-6"
20'-2"
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I =
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40
10'-O" Cing. & Tray
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35
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Truss Company
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10'-0"
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2680
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=
2660
0O
Porch
N
Egress
'
10'-0" Cha
SH
Bdrm. 3
°
from FFE
10'-0" Ceiling
I I
— — —
2880
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26s.h4
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-4 4'"
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6080 /
—
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9080266oKitchen
/
Egress
t
SGD
18" Plant
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r-6' F-6"
2'-4"
3/12 Vault
1
o
SH
Ceiling
Shelf at
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9'-4" a.f.f.
4'-4"
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l
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2'-4"
Pantry
-
-------------------
—
Ceiling Ridge
-----
—
Master Bdrm.
`"
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I IU-0" Chug. & Tray
10'-0"
LE!
Living
;
I
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2654
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3/12 Vault
I
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48" x 20"
:_
Cei Ceiling
— — — — —
—
— —1
F.G. Trans.
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3 2
3 4
3 1 11
4 3 1 5
----------
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N
N
I I
I I
V
3'-2"
I I
1'-XV
6" 2'-0"
4'-2"
3'
" 4'-IO"
8"
o0
0
14" Plant
N
Shelf at
9'-4" a.f.f.
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it
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25 SH
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— 1
10'-01"
°
10'-0"
1
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8"
10'-0"
1'-2' 2' "
3'-5"
2'-6" 1
9'-4"
I
�
Bdrm.2
I o
Dining
�
_
10'-0" Ceiling
3/12 Vault
F
I
Ceiling
i�l
I
M
Den
O
(2) 26
3/12 Vault
b
rl
irk
H3S
S.H.
EntryCeiling
drawer
N
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ILnd.
v
Safety
Safety
Glass
3/12 Vault
r? 8"
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V-10"
5'-4"
6'-4"
8"
Ceiling
*
O
1l 0"
v------------
-----------
------
---
Cing.
p
knoe
space
(2) 26
S.H.
2�_1„ 3�_0„ 8„
2, 2�' 8�� 3.0„
2'_ 1 " 8„
o
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---
drawer
drawer
12"
8'-0"
51 5'-0"
3'-10"
2'-6" 8"
Deco.
b
Deco.
Cubicle
Cubicle
2„
N
Garage
8 x 8 Glass
10'-0" Cing.
Block (7) wide
from FFE
(7) Tall
oc
v
T-9"
4'-9"
Mi
N
N
N
8,I
21,_8„
81
9'-6"
4,-0"
5'_1,. 5'-t"
4'_O„
4,-0„
0
16080
Overhead
3'-6"
_______________________________
16-0"
3'-6"
13'-6"
10'-2"
3'-6"
8'-0"
3'-6"
23'-0"
23'-8"
15'-0"
Design Loads Building Code Project Data
Roof Live Load: 30.0 p.s.f. Sth Edition Florida Building Code: Residential Project Name: Taylor residence U
Floor Live Load: N.A. 2011 National Electric Code NFPA 70 Street Address: 1308 Lone Pine Drive I� 00
Wind Speed: 160 MPH Legal: Lot 2, Lone Pine Subdivision d
Wind Importance Factor: 1.0 cn
Building Category: II City: Ft. Pierce
Wind Exposure: B Building Data County: St. Lucie w
Internal Pressure Coefficent: .18 State: Florida 0 W .
Occupancy Type: Group
p R �hh�� c `p
Structure Designed: Enclosed Construction Type: V `.J z a
Soil bearing capacity: 2000 p.s.f. Scope of Work
Number of Stories: One
Project Area: 3397 s.f. New one level CBS single family
residence ' `� W p° i
Area Tabulation
Living 2568 FDOHHin�Syt.SLuCci�e�C�qu�nhty p� V3
.= e19nV11Rf9ri[419'1�Rf1`7 ''"I i--+ G1,
Garage 532 ,
Porch 205
Ent 92 5V CRIMP METAL PANELS Ja�PW� u i0f LU
ON 30# ROOFING FELT -S 0sedes�All PreviQy t Pdam tul .,� W
OVER 5/8" C.D.X. PLYWOO ��S�� U Q Q
Total 3397 - 3
SEE CONNECTOR
SCHEDULE FBI U�
PRE ENG. WD.
TRUSSES 24"c.c. 6� R!
2x4PT Q�
CONT. rd-�
SPRAY FOAM INSUL. v 1
ALUM. DRIP EDGE ON AS PER ENERGY CODE
I x 2 P.T. ON 2 x 6 R.S.
SPRUCE FASCIAS \`>
Rear Elevation
seal': 3/16" = F-0"
s— 1/2" D.W.
I x 4 P.T. BOARD
FIRESTOP
(2) COURSE BOND
BEAM WITH ('1) #5
STUCCO SOFFIT 1'-10" REBAR FILLED WITH
GROUT EACH COURSE
PROVIDE"CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH -
OVER CBS SIDES
AND REAR
FIBER CEMENT SIDING
OVER 1 x 3 P.T. 16"o.c.
FASTEN FURRING WITH 1 3/4"
LONG PIN NAIL WITH .145 DIA.
COVER WITH HOUSE WRAP ON
FRONT ELEVATION
GRADE
8 x 16 x 8 C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS b-S-1767(% 8t Well #
Gate. c 113 �1 n
Reviewer: `
I x 2 P.T. FURRING 24"o.c. o
0
3/4" INSULATION BRD.
ON C.B.S. AND 1 x 2
FURRING 24"o.c.
1/2" GYP. D.W.
I x 4 P.T.
FIRESTOP
see fooling
details
v
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Tvpical Wall Section
scaly 3/4" = F-0"
1 70q- 0 z-z.i
ST. LUCTF COUNTY FUTL I NtC DD/T5I0N
RFVIENED FORC LIA 'CE
Rii V I E'A E D
VAIL
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
THESE I'LANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY SE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
CONCEALED FASTENERS OR A
ARE THE RESPONSIB1Ll i'q.ACNMENTS
CONTRACTOR Of RECORDT ME
TERMITE TREAUVIL v i rti.UUIRED
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date
5/18/17
scale
as noted
job number
17U26
sheet
A-1
File COPY
it, iid V. OPY
Roof Plan
scale: 1/8" = 1'-O"
Right El
scale: 1/4" = 1'-O"
_T.O.B. _
Top of Arch
8,-0„ -0- Window Head
0.00,-0-- F.F.E.
l u'-o"-O- —I I.U.B. - -
8, 0„ Window Head
0.00, F.F_E. - — -
Left Elevation
scale: 1/4" = 1'-O"
Frnnt F1Pvatinn
11.11. �11 - 1 -V
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scale
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job aamher
t7026
Sheet
A-2
File Copy
L
611-8"
12"
19-8" 12'-6" 20'-2" 6-0" 2'-4-
12"
L-3
HR
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-3
HRL
— — — — — — — —
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71
c / I L 44
Conc.
Pad
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SGD
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18'-4" I
10" 2'-11"
5'-6" T-3°
11'-4' 5-6" 3'-4'
v
5'-8" 5'-8"
�.
,
Family I l
b
I I
2'-0' 12'-0' I
10'-0' Cing. & Tray 1
Tile _ II
/ 7
L-3 HR L-16 HB
HR
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to
------------y
101-00 OE
a"�°P% Nook `f Cing.
3/12 Vault L-3 to
0
s_
Ceiling o0 a- 2680 Ped. 6
' Porch Sink
Tile �
Ell
2660
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Egress
�' 10'-0" Cing. O O
t°
SH
Bdrm. 3
from FFE
-, ---- L-9
L-2
10'-0" Ceiling
o Stucco
i ---
i dw, I Ceiling L-5 -- o
d " 2654
I 1 2880 cq
Carpet
p
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--r- +44.0 French Ls I s.h.
13' s' G loan 8'-0" 4'-4- -47.9 6080
L-7 sGD/
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L-2
C}0 Cook Top �, 9080 -� // / I I
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N
2660
O
vzr. & Exh. Hood SGD i I' `�' T-6° T-6"
d o 18" Plant 1 1 1' r
Egress
2'-4" I Shelf atL11111
oKitchen 9'-6" a.f.f.N3/12
Vault I 4' 4° 11'-10° 14'-0•2-4'p
6080
CeilingParnry Tile i
.
Ceiling Ridgeer Bdrm.
----------------- ---i
Cing. & TrayI
-------------------- --,�
Ref.
I�10'-0" I Living arnet
Q
Nitche
y____________J ::-2654
Cing."tQ3/12
Vault I sh
4$° x 20'
to
2880 Ceiling
�3'-4°
F.G, Trans,
o
Pocket Tile — — — — — — —
Top of wall
3'-4' 3'-1" 11"' 4'-3" 1'-5' co
at 8-6" toHeader
I
at 108
to
L-1
o ----- 3'-2° i T-6" i 2'-0° 4'-2° 3 6' 4'-6" 8°8
14' Plant
N 00 �g� Shelf at
rL "' 9'-6" i
O
Bdrm. 2
a.f.f. 5080
25 SH
Egress
19-0' Ceiling
�_ i m
10'-0" 10'-0"
p
Carpet
1 m
i Cing. Cing.
8"
8'-0" CO3
5'-6" 3'-5" 2'-6" I 9'-4" �- -- 5080
ip `�110)
I 225 x 36
orn Dining Access
iron'g. �� A i
board ti� 3/12 Vault L- 44 pro
4080 Ceiling • • So • • `--
L_ o N o Den Pa ket 2680
o
N
o 0 0 o M 3/12 Vault " O 2080 � ❑
o
• (S.H.6
L-13 Ceiling ocket
P7
N
2680 5080 ' Tile
H33 SH
❑.
pocket 2880 drawer
Entry
Safety
�,
Pocket Stucco M 8' 9'-10 5' 4° 6'-4' 11 - 8°
Ceiling to
"
Glass
XN
rn
3/12 Vault
Ceiling
19-01
gC
L-2
Tile
CingLnd. o----------- - ------ ---
Cing knee
E
❑• 0 ❑•
UL space
0
0
(2) 26 FL 1-2] ° 2'-19 z-s" 8' 3' r s° 2'-6• 2-1° ❑
0
S.H.
Dh
--- ColumnsR11 Insulation 36' Tall Alum Guard drawer � to Ceiling drawer
at Adj. Walls -
Rail with Vert 4'oa ----- -----
Irrig.
°
Ballard
max with 4 x 4 Alum Wall at d
Deco. Columns i0 7-6'
Pump
12"
8'-®•
5' 0° 3'-10° 2'-6° 8" LD Cubice
HB
a.c. cond. on 4"
r--_________, 2°
O
cone. pad. Fasten
I co
p
unit to concrete
i i 0 So set r aaa,
Co
using the metal
anchor flange by
�____----_--; r 0 0
manufacturer with
1/4" x 3" tapcons
P25 x 54 Pre -Fab. 8 x 8
Attic Access L-11 Glass Block
16 SEER
Trans
typical (4) places
Towin Vinyde
with Ladder Wind
A.C.
Frame
zo
Cond.
Y
4'-9" 4'-9"
N
8"
N
9-6" 4'-0" 5'-T 5' 1" 4'-0" 4'-0"
Garage ° Area Tabulation
°
3 �!2" Door Casing
10'-0" Cing.
from FIFEis being installed Living 2563
ED
ED
throughout Garage 532
Meter
Electric
Panel
Porch 205
Entry 92
Total 3397
HB
❑
o
Cubic Volume of
L-6 16080 Overhead the Conditioned 29,848 Cubic
Feet
Space
❑❑ ❑
-------------------------------
3'-6"
164r
T-6-
13'-6"
10'-2"
&-6"
8'-0"
3'-6"
2T-V
23'-8"
15'-01
Connector
Schedule
Truss
Bearing
Bearing
Truss
Connector
Only.
Connector
Fasteners
uplift
ID
Uplift
20
1465
HETA16
1
181DO
(9)10d x 1 Vr
A01
13
1870
MTS18
2
2000
(14) 10d x 1 1/2' per strap
1 Ply
11
614
HETA16
1
1810#
(9) 10d x 1 1/2'
12
670
HETA16
1
1810#
(9) 10d x 1 1/2"
B08
1 Ply
21
1578
HETA16
1
1810#
(9) 10d x 1 1/2"
23
498
HETA16
1
1810#
(9) 10d x 1 1/2'
5/8' dia. ATR drilled and epoxy
2
3052
MGT
1
3965
with 12' min embed Into corm.
B11
and (22) 10d Into loos
2 Ply
5/8' dis. ATR drilled and epoxy
21
4596
HTT5
1
5090
with 12' min embed Into cone.
and (26) 16d x 2 1/2 Into truss
(2) 3/4' dia. ATR drilled and
8
4562
HGT-2
1
10980
epoxy with 12" min embed. Into
D10
cone, and (16) 10d into truss
2 Ply
5/8' dia ATR drilled and epoxy
2
3414
MGT
1
3965
with 12" min embed. Into cone.
and (22) 10d into truss
a
3su
E01
3 Ply
5/8' dia. ATR drilled and epoxy
2
2961
MGT
1
3965
with 12" min embed. into cone.
and (22) 10d into truss
G01
6
2744
2 Pry
2
1477
HETA16
1
1810#
(9) 10d x 1 1/2'
All other
trusses
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2'
to Frame
All other
trusses
ALL
<1810
HETA20
1
1810#
(9) 10d x 1 1/2'
to CBS
Supporting
(4) lOd
Valley
Framing
<250#
VTCR
1
370#
Taney
1
(3) 10d x 1 1/2'
Trusses
Truss
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers spec's.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Project Data
v
Project Name: Taylor residence
C
00
Street Address: 1308 Lone Pine Drive
..
"t
Legal: Lot 2, Lone Pine Subdivision
Q
cr
co
City: Ft. Pierce
O
W
li
County: St. Lucie
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a-
State: Florida
CD
Scope of WorkW
IL
to
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00
New one level CBS single family
CO)
0
d
residence
-0=
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Design Loads
acri
._
Q
Roof Live Load: 30.0 p.s.f. T
Z
(D
06
Floor Live Load: N.A.
Ica
W
C
v
Wind Speed: 160 MPH �
r ,
i—
Wind Importance Factor: 1.0
._
Building Category: II
J
rA
Wind Exposure: B
L
W
W
0
Internal Pressure Coefficent: .18
cc
0
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
co''^^
Building Code
5th Edition Florida Building Code: Residential
2011 National Electric Code NFPA 70
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
AT.R. = All Treaded Rod
Drill and Epoxy Set all AT.R.
Use either "Hilti" C-100 or Simpson Epoxy Tie Epoxy
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length Is less than
6 1/2'.
M111.1111IM11110611111
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 Inch U lintels only.
5. All safe loads in units of pounds per littler foot
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
I"0 nax1° Ii
Omar
F• ara yan
LO
Le
8716AB/IT
�Wh
Lintel Type Designation
Cast Crete Lintel Schedule
Installation Notes
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3397 s.f.
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2 U lintels can be field out to the required length.
3. Cast in piece concrete may be provided in composite
U lintel lieu of concrete masonry units.
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
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2' long notch at
both ends to accomodate vertical cell reinforcing and
grout
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Reber per ASTM A616 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 I
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6°
8672
205
4292
275
8F24-11BAT
L-2
3'-8'
8974
205
4853
275
8F24-1B/1T
L-3
5'-8'
6063
1131
3295
1465
8F24-1B/1T
L-4
9'-7'
2781
903
1865
985
8F24-1B/1T
L-5
T-8'
3486
1 921
2084
938
8F24-1B/1T
L-6
1T-4'
1849
136
1268
262
8F30-1B/1T
L-7
10'-8'
2423
865
1738
927
8F24-1B/2T
L-8
6-4"
5365
205
2290
275
8F16-1B/1T
L-9
4'-4'
8060
200
4409
100
8RF22-1B/1T
L-10
4'-2"
8060
200
4409
100
8RF22-1B/1T
L-11
6-0'
8360
136
2959
262
8F24-1B/1T
L-12
T-6"
5681
703
2571
824
81`24-113/11T
L-13
T-6'
5681
1636
2571
1870
8F24-1B/1T
L-14
4'-8'
8060
693
3277
906
8RF22-1B/1T
L-15
W-10"
1 1250
170
609
523
8F16-1B/2T
L-16
21'-6'
1 1047
1 346
681
512
1 8F24-1B/2T
Mim. Beam depths shown, beams may be Increased without comment
At Lintels over 24" deep provide (1) #4 vertical rebar
at 24"oc. along length of lintel
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date I revision
10/17/17 Volume dto bi match
Energy Code
drawn
a<
checked
si
data
6/30/17
scale
as noted
job number
17026
sheet
A-1
k'iie COPY
y
rdw.v
12" 19'-8" 12'_6" 20'-2" 6'-0" 2'-4"
12" 35
HR
0
35
N
— — —
— — — — — — — — — —
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18'-4" 0" 2'41" 5'-6" 3'-3" 11'-4" 5'-6" 3113"
5'-8" 5'-8"
i
Family
I
c
i i
lo'-0" Cing. & Tray
35 35 LVL Beam by
/ / HR HR Truss Company
- —
— i�� �i - / �/ / %/--------- ---- -- ---- -
m _
35
WS NookHR
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/ Io1bJ-1 3/12 Vault � 10'-0"
/g o
2680
Porch N
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ceilingii11i
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2660
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-
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8"
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-
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N------------
----------- ------ --- , Cing. knee
10
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(2) 26 2'-1" 3'-0" 8" 2 2" 8" 3'_0" 2'•1" 8"
0
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121
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5'-0" 3'-10" 2'-6" " Deco. o Dew.
Cubicle '� Cubicle
fV
2"
i"tT
Garage T 8 x 8 Glass
10'-0" Cing. Block (7) wide
from FEE (7) Tall
4'-9" 41_9"
M
`14
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cV
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0
,
h
16080 Overhead
3,_6„
16'-(l
3'-6"
13,_6„
10'-2"
3'-6"
8'-0"
3'-6„
23'-6"
23,_8„
15'-0"
Design Loads
Roof Live Load: 30.0 p.s.f.
Floor Live Load: N.A.
Wind Speed: 160 MPH
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.
Area Tabulation
Building Code
5th Edition Florida Building Code: Residential
2011 National Electric Code NFPA 70
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 3397 s.f.
Living
2568
Crarage
532
Porch
205
Entry
92
5V CRIMP METAL PANELS
ON 30# ROOFING FELT
"Total
3397
OVER 518" C.D.X. PLYWOO
SEE CONNECTOR
SCHEDULE
PRE ENG. WD.
TRUSSES 24"c.c. -
Rear Elevation
scale: 3116" = F-0"
2x4PT
ALUM. DRIP EDGE ON
I x2P.T.ON2x6RS.
SPRUCE FASCIA
STUCCO
PROVIDE"CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
Two COAT
STUCCO FINISH -
OVER CBS SIDES
AND REAR
FIBER CEMENT SIDING
OVER I x 3 P.T. 16"o.c.
FASTEN FURRING WITH 1 3/4"
LONG PIN NAIL WITH .145 DLA-
COVER WITH HOUSE WRAP ON
FRONT ELEVATION
GRADE it
E
Project Data
Project Name: Taylor residence
Street Address: 1308 Lone Pine Drive
Legal: Lot 2, Lone Pine Subdivision
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
SPRAY FOAM INSUL.
AS PER ENERGY CODE
\- 1/2" D.W.
4P_T._ BOARD
8 x 16 x 8 C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
I x 2 P.T. FURRING 24"o.c. c
0
see footing
details
3/4" INSULATION BRD.
ON C.B.S. AND 1 x 2
FURRING 24"Vc.
1/2" GYP. D.W.
`v
4- 3U" FIBERMIX CONC.
OVER .006 VAJ�OR BARRII
ON CLEAN, COMPACTED,
TERMITE TREATED FELL
Typical Wall Section
scale: 3/4" = 1'-0"
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sl
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5/18/17
scale
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job number
1'7026
sheet
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2'-4"
12"
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11'-IV 5' 6" 3'-4"
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18" Plant i
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2-4 Kitchen ' Shelf at
i 9'-6° 1
I
3/12 Vault
4'_4^
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11'-10" 1 I
1 14'-0"
8°
2'-4"
6080
Pantry Ceiling
Tile
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g I I
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2654
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2880
:•:::::::•::::.-:::.-::::::::. F
Ceiling / /- is
1
L-2
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Pocket
T-4" 3'-1° 11°'
4'-3" 1'-5" Top of wall
at 8'-6"
The o
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at 108" i i
pt
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3
6" V-6" 8"
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5080
1
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N g4 i Shelf at v
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i' 5" 2'-6"
i
9'-4"
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to
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i 22.5x36
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4080
i
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Pocket 2680
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02080
iv
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Ceiling o
Pocket
io
2680
5080
S.H.
Tile
Pocket w 2880
Entry
drawer
___
/
Pocket
Stucco
Ceiling
th
8, 9'-10"
5' 4"
6'-4"
-
8"
10'-0"
L
3/12 Vault
d o
p
vtr. Lnd.
o
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-Ceiling
Tile
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---
.
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-
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(2) 26 L-12
S.H.
2'-1' 2'-6' 8"
3'
2" 8" 2'-6°
2�-l'
o
W.h•
7at
R11 Insulation
Adj. Walls
36' Tall Alum Guard
draw
-----
d
to Cedi 2
-----
drawer
Rail With Vert 4"0.c.
o
max with 4 x 4 Alurr
Deco. columns
7�at
b
12"
Ballard
8'-0"
5'-0"
r-----------,
i
3'-10° 2'-6° 8"
2'
Deco.
Cubicle
�
co
Deco.
Cubicle
a.c. cond. on 4"
cone. pad. Fasten
unit to concrete
using the metal
anchor flange by
�-__--_-___-;
c0
F
t
r
am
manufacturer with
22.5 x 54
Attic Access
L-11
Pre -Fab. 8 x 8
Glass Block
1/4" x 3" tapcons
typical (4) places
with Ladder
Window (7) wide
M Tall In Vinyl
Frame
4'-9' 1 4'-9"
N
g•
21'-8"
8"
9-61 4'-0"
5'-1" 5'-1°
4'-0"
4'-0"
Garage
°
Area Tabulation
'
3 /2'r Door Casting
19-0" Cing
from FFE
is being installed
Living 2563
Electric
throughout
Garage 532
Panel
Porch 205
Entry 92
Total 3397
B
L-6
Cubic Volume of 28269 Cubic
the Conditioned
-------- 16-0------------------
16080 Overhead
3' 6.
�
13'-6"
Space Feet
10'-2"
3'-6"
8'-0.
3.�.
. . �
-
3'-6'
23'-0"
23'-8"
I
cMV
D
u
IA
8o
01
Connector Schedule
Truss
Truss
Connector
connector
Fasteners
PPo'int
uplift
ID
Uplift
20
1466
HETA16
1
1810#
(9) 10d x 1 1/2'
A01
Ply
13
1870
MTS18
2
2000
(74) 10d x 1 VY per strap
n
814
HETA16
1
18to#
(9) tOd x 1 1/Y
12
670
HETA16
1
1810#
(9) 10d x 1 1/2'
BOB
21
1578
HETA16
1
1810#
(9) 10d x 1 VY
1 Ply
23
498
HETA16
1
18100
(9) 10d x 11/2'
5/8' d1a ATR drilled and epoxy
2
3052
MGT
1
3965
with 12' min embed Into cone,
and (22) 10d Into truss
8t1
2 Ply
5/8' dla ATR drilled and epoxy
21
4596
HTT5
1
5090
with 12' min. embed. Into cone.
and (26) 16d x 2 V2 Into truss
(2) 3/4' d a. ATR drilled and
8
4562
HGT-2
1
10980
epoxy with 12' min. embed. into
cone. and (16) told into truss
D10
2 Ply
5/87 dia. ATR drilled and epoxy
2
3414
MGT
1
3965
with 12' min. embed Into cone.
and (22) 10d Into truss
8
3514
E01
3 Ply
5/8' dla ATR drilled and epoxy
2
2961
MGT
1
3965
with 12' min. embed into cone.
and (22) 10d Into tnlse
Got
6
2744
2 Ply
2
9477
HETA16
1
1810#
(9) 10d x I
All other
trusses
ALL
<1000
MTS18
1
1000#
(14) 10d x 1 1/2"
to Frame
All other
trusses
ALL
<1810
HETA20
1
1810#
(9) 10d x 1 1/2"
to CBS
'^�
(4) 10d
Valley
Fremin
<250#
VTCR
1
370#
veney
(3) 10d x 1 1/2°
Trusses
Truss
Connector Notes:
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Project Data
Project Name: Taylor residence
Street Address: 1308 Lone Pine Drive
Legal: Lot 2, Lone Pine Subdivision
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
Design Loads
Roof Live Load: 30.0 p.s.f.
Floor Live Load: NA
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficient: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Code
5th Edition Florida Building Code: Residential
2011 National Electric Code NFPA 70
Building Data
Contractor to approve temporary bracing to prevent toppling occupancy Type: Group R
of trusses, see HIB-9.
Construction Type: V
Other specs, if different from above, have priority. Number of Stories: One
AT.R. = All Treaded Rod Project Area: 3397 s.f.
Drill and Epoxy Set all AT.R.
Use either "Hilts" C-100 or Simpson Epoxy Tie Epoxy
Safe Load Table Notes
1. All values based on minimum 4° nominal bearing.
Exception: Safe loads for uritAled U lintels must
be reduced by 20% if bearing length is less than
6 1/2'.
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads
4. One #7 rebar may be substituted for two #5
rebar In 8 Inch U lintels only.
5. All safe loads in units of pounds per Tinier foot
6• All safe loads are based on simply supported span
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
of
rases
�F /tl yap
8F16-1B/1T
Lintel Type Designation
Cast Crete Lintel Schedule
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field out to the required length.
3. Cast In place concrete may be provided In composite
U lintel in lieu of concrete masonry units.
a 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
approved coating.
5. Concrete masonry units used In composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required
7. U lintels are manufactured With a 5 1/2' long notch at
both ends to accomodate vertical cell reinforcing and
grout
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
Inch aggregate and 8 to 11 Inch slump.
2 Reber 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 Reber to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
4'-6'
8672
205
4292
275
8F24-1B/1T
L-2
3-8'
8974
205
4853
275
8F24-iB/1T
L-3
5'-8"
6063
1131
3295
1465
8F24-1B/1T
L-4
9-T
2781
903
1865
985
8F24-1B/1T
L-5
7'-8"
3486
921
2084
938
8F24-1B/1T
L-6
7-4"
1849
136
1268
262
8F30-iB/iT
L-7
19-80
2423
865
1738
927
8F24-1B/2T
L-8
6-4°
5365
205
2290
275
1 8F16-1B/1T
L-9
4'-4"
8060
200
4409
100
8RF22-1B/1T
L-10
4'-2°
8060
20C
4409
100
8R1722-11BAT
L-11
6'-0"
8360
136
2959
262
8F24-1B/1T
L-12
T-6"
5681
703
2571
824
8F24-1B/1T
L-13
T-6"
5681
1636
2571
1870
8F24-iB/iT
L-14
4'-80
8060
693
3277
906
8RF22-1B/1T
L-15
W-10"
1250
170
609
1 523
1 8F16-1B/2T
L-16
1 21'-6"
1 1047
1 348
681
1 512
1 8F24-1B/2T
Mim. Beam depths shown, beams may be Increased without comment
At Lintels over 24' deep provide (1) #4 vertical rebar
at 24"oc. along length of lintel
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date I revision
at
date
6/30/17
scale
as noted
job num
17028
sheet
File Copy
61'-8"
12"
12"
4'-10"
19'-8"
6'-9"
T-1'
12'-6"
5'-2" .120.4'-6"
11'-4"
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5'-6" 3'4"
6'-0" 2'-4"
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each way
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r
28" x 28" x 16"
Deep Footing with
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Slope for
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Garage Dr. I
Foundation
& FootingPlan
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F-2
---- -----------
-1
F-2
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scale: 1/4" _ 1'-0"
3'-6"
16'-0"
23'-0'
3'-6"
13'-6"
23'-8"
10'-2"
3'-6"
8-0"
15'-0"
3'-6-
F-1
F-2
F-5
18" x 116" mono. footin
with (#5 rebar cont.
18" x 16' mono. footing
with (2) #5 rebar cost
and curb
18" x 16" mono. footing
with (2) #5 rebar coat
„
4" to 6"
4n
16"
----
4"
4"
16"
1..
8„.
18"
18"
18"
MOW. EDIX FOI0TM
CM ATGAAR�AGE'M
NT19 OR STEP FOO11Na
F-3
F-4
8" x 8" mono. footing
with (1) #5 rebar coot.
Recess 4" at Shower
8"
4" 4"
4vi 4vv
4" 4"
8" 16"
8"
18"
M SCR
THroKEINIM EDW
FE-CESS
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 not less
than 3,000 p.s.E.
All 90% 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.
Reber 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 capacity falls below 2000 p.sf. 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 contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
2' vt.r.�
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No structural concrete shall be stripped until it has reached at least 80% of
the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & 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 capacity of 2000 p.s.i.
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 lnadecuate, he must
Immediately report 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 down
pour locations, drill 5" into concrete (no closer than 3 3/4"
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 'Hilt! 0-100" or
Simpson Epoxy -Tie.
2' v1l
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each fixture
Insulate all hot waier lines
3" vt.r.
to sewer
system
Plumbing Riser Diagram
PLUMBING NOTES: Rts.
Plumber to consult with contractor and equipment ordered All sanitary lines above 2" shall have a slope of 1/8" per
for rough in dimensions. foot minimum.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any 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.
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.
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scale
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Job number
17026
sheet
A-2
File Copy
Now (S> (�1 � �.l I r 1
0.
2 x 4 1Wc.c. with
(2) top date with
2 x 4 sill plate &
1/2" cd.x. Plywd. -
and ext. finish, see
wall section
truss brng.
see typ. wall
sect. for ext.
finish
5'-0"
2 x 4 stud at (4)
corners, from (2)
top plate to bottom
cord of truss, (3) —
16d at all framing
intersections
truss
cord
pre eng. trusses
see typ. wall sect.
for roof sheathing
and finish
H3 with (8) 10d
at each truss
4 eave detail as
per typ. wall
section
�2x2cont,
16d 8"c.c.
1/2" c.d.x piywd.
soffit, painted
concealled
flashing
6" x 2" Smooth Stucco
Bands 'typical at corners,
windows, doors and
Freize Bands along
Soffit
o U O O
WindowHead
r
>>
Plank
at Front
0.00' -0— F.F.Q. - — -
Hardie Plank
Siding -\
Front Elevation -�260
scale: 1/4" = 1'-0"
Field Verify 22'-4"A. Plate
Hardie Plank
Siding -\
IRA
6" x 2" Smooth Stucco
Bands at corners and
Frieze
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MM4MIMM
TWO Coat Stucco
Finish over CBS
Cant.
E
+44.0 +44.0
47.9 47.9
101,
+41.2
-52.0
-gtEE
scale: 1/4" = 1'-0= 1'-0"
b • C,.
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81-0"
do -ad
Left Elevation
scale: 1/4' = 1'-0"
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scale
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job number
17026
sheet
A-3
0
STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30' in beams and In slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1" concrete cover, or as follows:
BOTTOM TOP SIDES
Beams: 11/2" 11/2" 11/2"
Slab on Grade: 1 1/2" 1" _
Structural Poured: 3/4" 3/4"
Poured Walls: 3/4"
Slabs exposed
to the weather 3/4" 1" _
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Concrete Structures° and the current "ACI Building Code 318"
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
separating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
No slump over 5" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and ail applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
Column Footing and Wail Footing: $000 p.s.i.
Column and walls from foundation to roof: see column schedule.
All other concrete: 3000 p.s.j.
Footing sizes and reinforcing are based on allowa0le soil bearing
capacity of 2000 p;s.i. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work.
Timber (Heavy Timber Construction)
(a) Truss manufacturer shall submit a signed and sealed shop
drawings by a registered Engineer.
(b) Wood rafters to have a Stress Grade of Fb=1200 ps.i.
c) Roof members should be secured to the beams or other
structural components with hurricane anchors for wind uplift
All wood members shall have a minimum fiber stress in bending
of 1200 p.s.j. with 1/360 max. deflection.
All bolted connections shall be 1/2" Cadmium plated or better.
Lag bolts to be used only in shear connections with minimum
4' threaded penetration past steel plate,
Lag bolted conditions shall be drill tapped no larger than the
internal thread diameter and shall not be hammer driven.
Under Girder Trusses provide equal number of studs as girder
plys at frame bearing locations
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 responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project, unless explicitly
identified here.
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior fo starting any work, or
ordering any materials of the respective division pf work If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the Installation of specified hardware shall
conform to the manufacturers Instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8' high ribbed gals. wire lath fastened to
framing members with No. 11 guage nails with 1 3/4" embed with 3/8'
dia. head 6"oc. max, edges to be tied and nailed at 90o.c.
Install one layer of 15# felt to framing prior to installing ribbed lath
INTERIOR WALL FRAMING NOTE
Interior non bearing walls to be 2 x 4 studs 24"oc.
Spruce, Pine, Fir (SPF) #2 Grade lumber or better
or metal studs (25 Ga) Crimper may be used in
lieu of screws.
GENERAL ROOFING NOTES
Roofing to be composed of and attached to pre manufactured
wood trusses as follows:
Felt underlayment (min. ASTM 0 226 Type II) with 4" min. side and
end laps, fasten with coorosion resistant annular ring shank nails
at 69o.c. in laps and in staggered rows spaced IlToc. in field.
If roof pitch is < 4/12 install (2) layers 15# felt
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
5/8' c.dx sheathing or equal installed with staggered joints & GI clips,
nailed to trusses with 8d corrosion resistant annular ring shank nails
spaced max. 6"oc. throughout, except max 4"o.c. at gable ends.
All roof trusses are to be pre -manufactured assemblies provided by
a licensed wood truss fabricator with separate drawings and data
prepared for actual project conditions by a Florida registered
professional en lneer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
be brought to the attention of the truss engineer prior to fabrication
of the trusses. The truss manufacturer's certified layout shall govern
after fabrication.
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
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.
Unless otherwise noted, the installation of specified hardware shall
conform to the truss manufacturers installation instructions and
standard practice.
BUCK ATTACHMENT NOTES
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
TO BLOCK WITH 1/4' DIA. TAPCONS INTO C.B.S.
SET AT 6' FROM CORNERS AND AT 12"o.c. MAX.
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
OR 7 NAILS" 4' FROM ENDS AND 12"oc.
USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION
SHEATHING NAILING NOTES
Nailina Pattern
Zone 1: 8d at 6"o.c. field & 4"oc. edges
Zone 2: 8d at 4"oc. edges & field
Zone 3: ad at 4"oc. edges & field
Pneumatic Nails
Pneumatic or mechanicaly driven nails will
be accepted under the following conditions:
Min, nails size 8d or larger ring shank with
Min shank diameter..113
Min Length: 2"
Min Head Diameter. 280 Full Round
Min. Ring Diameter .012 over shank dia.
Min.16 to 20 Rings per Inch
Note
Gun nails shall be permitted as an
acceptable 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
Utv sheathing with #8 gun nails at 6"o.c.
at supported panel edges and 08 gun
nails at 6"oc, at Intermediate supports.
ROOF SHEATHING TO GABLE END FRAME
Uee #8 gun nails at 4"oa
EXTERIOR SHEATHING
Use #8 gun nails at 4"oc. at panel edges
and #8 gun nails at 4"oc. at panel top and
bottom and 6'oc. in field
THRESHOLD NOTE
At egress door (see floor plan) the max. hgth.
of the threshold shall be 1/2"
Cap
2' dia. Gaiv
Pipe
Set baliard 12'
from appliance
Galv. Collar
(4) 1/4" x 2
Tapcons
JJ i
OR
c� (I, I �I Ii t l r� l
Conc.
corner bars at beam
(outside only) (2) corner
bars at footing (min.)
vert. dowel lapped with u
wall reinforcing, all 11 all corner bars to be the
laps 25" (min.) in grout N same size, number, and
filled cell spacing as horizontial bars
'I in footing, beams, and walls
N
1
1
11
1�+.ffisssssas=r
22 1/2" lap min.
[96T)TOT.I i 1� lil�.l _i / ✓�.
2 x 4 bottom cord branino
DAIN
Bottom Cord Lateral Bracing
6" C.M.U. WITH CELLS FILLED
GROUT & (1) #5 VERT.
EL
P.T. 2 x 6 AT (3) SIDES OF
OPENING, FASTEN TO BLOCK
4S NOTED.
DOOR SIDES
1/2" x 6' REDHEADS WITH MIN.
2' x 1/8" WASHER 12" FROM ENDS
kND 16°ac. MAX
:*OR HEAD
/4' x 2 3/4" TAPCONS STAGGERED
24"o.c.
frame
3/8" continuous bead of
caulk (back bedding) behind
shim to prevent liquid passage
1/4" struct. shim
set flange in continuous
bead of caulk across the
entire face of buck
perimeter caulk
stucco finish-\
corrosive resistant
Tapoon Concrete
crews installed as
specified in window
manufacturers product
approval
° . E
Gunable sealants shall comply with
ASTM C 920 Class 25 grade or ° ° a
greater for proper joint expansion °
and contraction
precast
Conc. sill
Typical Precast Conc. Sill Detail
3/8" continuous bead of
caulk (back bedding) behind —
buck to prevent liquid passage
set flange in Continuous
bead of caulk across the
entire face of buck--\
C&IR
80 Min. 1 1/4" embedment
4° 0' ° at windows and min.
o °ia a a 11/2" embedment at
c O p 4 d sl. gl. doors
4
as o Cf
b 't E ° °
m
d ° �1/2" drywall
0 U o 7c ° I
stucco finish-y
perimeter Caulk
Attach p.t. bucks
with 8d coil nails at
12"o.c.
Typ. Alum. window-/
jamb or sliding glass
door jamb
\-1/4" max. struct shim
caulk
aaacn as per
manufacturers
product approvals
NOTE: Method of attachment and Gunable sealants shall comply with
waterproofing procedures are the ASTM C 920 Class 25 grade or
same at poured concrete sill. greater for proper joint expansion
and contraction
Coat Bucks with DryLock Waterproofing
after they have been installed and Chaulked
(�I-`�Ij � � 1') � if fT I I II I'� :�UII'il I, � �� � •'
Window & Door Flashii
Includes Buck Attachment Method
Detail at CBS Wall
5V CRIMP METAL PANELS
ON 30# ROOFING FELT
OVER 5/8" C.D.X PLYWOOI
SEE CONNECTOR
SCHEDULE
PRE Enka. WD,
TRUSSES 24"cc.
ALUM. DRIP EDGE ON
1x2P.TON2x6
CEDAR FASCIA
STUCCO
SOFFIT -
LEVEL RETURNS
BY TRUSS MFG.J
PROVIDE 'CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH -
OVER CBS SIDES
AND REAR
HARDIE PLANK SIDING
OVER 1 x 3 P.T. Woc.
FASTEN FURRING WITH 1 3/4,
LONG PIN NAIL WITH .M DIA
COVER WITH HOUSE WRAP ON
FRONT ELEVATION
GRADE 4T
ICYNENE FOAM INSUL.
AS PER ENERGY CODE
1/2" D.W.
BOARD
(2) COURSE BOND
REBAR WITH
GROUT EILL DCOURSE
8x16x8C.M.U,
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
x 2 P.T. FURRING 16"o.c. gs
3/4" INSULATION BRD.
ON C.B.S. AND 1 x 2
FURRING 16"o.c.
11T GYP. D.W.
1x4P.T.
FIRESTOP
F-1
`v
4" 3000# FIBERMIX CONC.
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Typical Wall Section
scale: 3/4' a 1'-0"
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date
6/30/17
scale
as noted
job number
17026
sheet
A-4
File Coyly
+41.2
-45.1
Rear Elevation
scale: 3/16' = 1'-0"
45.1
PRODUCT APPROVAL
Product
M Number
Manufacturer
GassAttachment
Method
BuildDesignng Rated
Product Rated
Number
pressures
Design Pressures
Head: 3' max from comers & (1) at center. Jambs:
S.H. Windows
3/16'
3' max from corners & (2) equal spaced at each side of
+46.1 -50.0
FL# 17499.3
U-Factor:
185 SH
MI Windows
ANN
meets rail. Use 3/16' Ta with 1 1/4' embedment
meeting �
+/- 55.0
S.H.G.C:.22
Into concrete
Head: 6' max from comers, (2) each side of meeting rail
17°oa max. at Head and Sill. Jambs: 6' from corners and
+41.2
FL# 15332.6
Sliding Glass Dr.
Series 420
MI Doors
ANN.
1raa max Use 3/16" ITW tapcons with 1 1/4"
-45.1
+429 -49.2
embedment into concrete
FL# 153532
Mullion
5764
MI Windows
�A
Two 1/4' Tapcons per clip with 1 1/4' embedment into
concrete with 2 1/2" edge distance.
+44.0 -575
+/- 60.0
H.R. Windows
Head: 2' max from corners, (2) each side of meeting rail
FL# 153513
U-Factor. Ob5
188
MI Windows
3/16'
ANN.
1Poc, max at Head and Sill. Jambs: 2' from corners and
11"oa max Use #6 x 1 5/8' wood screws with 1" min.
+44,0 -55.0
+/- 55.0
S.H.G.C: 22
embedment Into wood buck.
Opaque
6' from comers & 172'oc, at Jambs & Head
FL# 5891A
Swing Doors
Fiberglass
Therma-Tru
NA
Use 1/4' Tapcon with 1 1/4' embedment
+44,0 -47.9
+/- 67.0
Into concrete
FL#: 8248.7
Garage Door
Model 8000
Wayne Dalton
NA
Jamb Bracket Angle (3) total 5/1W x 1 5/8' lag screws. (7) total
Bracket &-0' height (1) 5/16' x 1 5/8' lag screws per bracket
+233 -26.0
+30D -33.5
FL#: 16685.1
Glass Block
LW Glass Block In
Mulls, Inc.
6 x 8 Glass
Bock Non
4.5' maxfrom corners & 7 3/4'oc. max all (4) sides
I
+412 -52A
+/- 110.0
Vinyl Frame
Impel,
Use#8 SMS Into 2 x pt bucks with 1 1/2' min. embedment
Approval
Building Hated
Product Rated
Number
Product
Model Number
rer
Manufacturer
Attachment Method
Design Pressures
Design Press
#9-15 coorosion resistant fastener with sealing washers 6'oa along
FL#: 17443.1
Roofing
26 Gs. 5V Crimp
JA Taylor
pwirrleter & 12'aa In main field
FL#: 128562
Storm Panels
28 Gs. Steel
Town & Country
'/4' All Points Solid Set Anchor x 7/8' embedment 2" min. edge distance
.t4g,1 50A
+/- 54A
12'0c. Top & Bottom
1 114' long No. 11 Gauge GaN. Roofing Nail with full round head to penetrate
FL#: 13192
Siding
l.ap Siding
James Hardie
lftmfna T 5 3/8'aa Vertical and 8'oa Horiz with 3/8' min. edge distance and a
-421
.920
max 2' edge distance
ALL MANUPAt;TUm3 LABI.PA BHOWINO
UFACTORS AND SHOO COMPUANO6
WITH FI IC ENERGY CODE MUST
RETAMIN ON ALL DOORS AND WINDOW$
UNTIL INSI EenoNs ARE APPROVED
4'
7
'vE 3 3
Wind Z0nes - Walls
SP8 AT EACH STUD
"T" (6) 100 NAILS
k SILL PLATE
2 x 8 PLATE
2 x 8 STUDS
24"o.c.
Fasten 5/8" c.dx. plywood
to studs as per Nalling Schd.
Cover with paper backed wire
lath and Two Coat Stucco
finish on exterior.
Insulate stud cavities with
insulation per Energy Code.
Interior finish to be 1/2" d.w.
RT. PLATE TO
1 BEAM WITH 1/2" x 8"
WEDGE BOLTS WITH
1/8" x 3' WASHER 24"oc.
FRAME KNEE WALL TO MASONRY
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data
6/30/17
scale
as noted
sob number
17026
street
A-5
Ir
fide Copy
5/8" dia. x 1
long ground
Electrical Load Calculations
2568 Living S.F. at 3 VA
7704 watts
Two 20 Amp Appliance Ckts.
3000 watts
One Laundry Cir. ® 1500 watts
1500 watts
One Range
8000 watts
One Dishwasher & One Disposal a 1500 watts each
3000 watts
One Microwave a 2000 watts
2000 watts
One Water Heater ® 4.5 kw
4500 watts
One Dryer o 5 kw
5000 watts
One Ref. Xo 1500 watts
1500 watts
Three Baths a 1500 watts each
4500 watts
One Sprinkler Pump
2025 watts
Total 42,729 watts
First 10 KVA at 100% 10,000 watts
Remainder at 40% 13,092 watts
Total 23,092 watts
One AC Heat at 100% 10,000 watts
Total 33,092 watts
33,092 W / 240 V m 137.88 Amps
Use 200A 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
(3) #3/0 (THW) copppper
and (1) #4 round (THW)
copper in 2 galy. conduit
Panel: 200 A.M.C.B.' 200 Amp
1 o, 3W 40 Circuit Panel
120/240 Volt
disc.
3/4" copper
water pipe-
Wall
(3) #3/0 (THW) copper
and (1) #4 round (THW)
copper in 2 gaiv. conduit
F.P.L service
(if overhead
service)
/-150A meter
(3) #3/0 (THW) copper
and (1) #4 round (THW)
copper in 2 galy. conduit
F.P.L. service
(if underground
service)
8-0" j `—
�tie ground wire
to footing rebars
Electrical Riser Diagram
�J
RECESSED LIGHT WITH LENS a EXTERIOR & WET LOCATIONS
SURFACE MOUNTED LIGHT FIXTURE
-- a- --i &3AFACE MOUNTED FLUORESCENT LK*rr FIXTURE
UNDER CABINET FLUORESCENT FIXTURE
LFJ RECESSED INCANDESCENT LIGHT MIXTURE WITH EXHAUST FAN
CB LING FAN
EXHAUST FAN OUTLET DOOR CHIMES
d) THERMOSTAT ® SMOKE & CARBON
MONOXIDE DETECTOR
DUPLEX OUTLET - SWRCHED
-}+ TELEVISION
=0 DUPLEX OUTLET
.f$ 220 V OUTLET 'Q TELEPHONE
-9} SWITCH O PUSH SUTTON
THREE WAY SWITCH XA DIMMER SWITCH
NOTE RECEPTACLES IN KITCHEN & BATH AREAS TO BE 44W A.F.F.
ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS THAT ARE NOT GFOI MUST BE AFOL
TAMPER PROOF RECEPTAALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15 & 20 AMP BRANCH CIRCUITS
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drawn
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checked
al
date
6/30M7
scale
as noted
job number
V026
sheet
A-6
File Copy