HomeMy WebLinkAboutBUILDING PLANSC
Y
sm1e: Ur a Y-0"
7&W
1
Living.
2g340
s.f.
Garage:
490
s.f.
Poroh:
219
s.f.
Entry:
544
sf.
Loft:
250
sf.
. 2 }�
7/"
sf.
bate Loss Table NOWS
I. AN
Exception:bazam a'u�Ubd• U I
• be reduced by 20% if beeft lar4h toVZ
t•e► tier[ e
P. NR. aNWRated
& %te laerffi we superimposed alrwrnloe Weds.
4 One e7 robot may be 6abafbned for boo 06
resin 8 Inch U 8ntsle only.
6. AN safo k*ft in units of pounds per Not toot.
6. All e,., t lard• are based m ObVI l srpported open
7. 6af• load balsa an roosts[ dealon "Yale
per ACi AG1688;
Lintel Type Designation
Cast Crete Ling Schedule
InBtallatW MOWS
1 ah�e SU UI= oQq* with arohilec ual
2 U pkele can be Held out to of• mow Wqk
a. gas"U•WOW"O y aH a000
4 no extmfa ask" of U hot" m epcOWfO
OOrtWaf• iral Walla �qY6 a aoatltlp of ehbae
tl ox ft foe A8TM 0-�d8 a obw'
a bOe d in a mm�mptedteba f ed In compaeRa U Waal awl
6. Mare oompoolle "BID as "I"Id.
Z botlienda tone modaN9 Io1eArafnforalnB a
Cwnpoelte
d U Untel Mat le
k Naadt aOgnill anted 8 to
maximum 3l6
2 Robs its A$7NA AM loads 60
3=SOW Mt«'aa Ne% hm•*01m, I
A Mortar par ASTM C270 Type M or 6
All Rel ar to be #6 Grade 60 inh
L'"
TRIO OF
MLWEL
AU.OWA%A
OaAwrY LOAD
AP%Ail
ONATY LOAD
ALLOWAaW
tpLFr LOAD
ADPIRD
(Muff LOAD
aFAM rf+soa
l: i
4-W
Offs
826
2724
984
8FI16-18AT
L-2
4'-8'
9311
722
4594
SOFT
SRF36.18AT
Ira
4'-8'
4667
712
1960
489
8RP14.18AT
L-4
✓ir11Y
4860
00
2093
1331
8F16-1BAT
L-6
T48'
f6s8
1064
1136
926
SRP14-IB12T
L-S
T-Ir
1843
794
111133
782
8F16.18/Tf
L-7
T-2`
2469
in
1462
836
SRP14-1812T
L-8
17'-M1
2047
550
872
150
8F38.18/1T
L-9 .
6' 10'
43W
bBO
2093
150
8F16-16111'
Mire. Beam depths shown, beams may be increased without comment
At Lintels larger than 240 provide (1) #4 vertical rebar
at 24'oc. along length of lintei
corner bars
(Outside ord',
bare at for
vsL dowel lapped wish
wall re[nforcina all
lope 2V (mW in grout
flied coil
all corner bars to be the
same We, number, and
ae ho4aontial•bare
m. b�an�,and waft
Corner Reinforcing Detail
A
LU
0
LL
Z
U1
Uj
-j
UJ
U.
IIJ
®
wcc
.�
z
ca
LLI
=
W
W
U
CC
IL-
W
LU
0
LL,
i
�
drevm
at
e�.
data
Soak
W Mad
SCANNED
BY
St. Lucie County
s
ST.
MAR 0 4 2019
103 - W(05
76-0"
Living:
2,340
s.f.
Garage:
490
sJ.
Porch:
219
s.t,
Entry:
544
s.t.
Loft:
250
Sit.
♦
♦
♦
• ♦ r •�
__._.__
•
•
IT-2-11°-2"
Loll
S.K
�� 25 'Safety
b
Glass
r.2
Bdrm.3 T
..
•
.
L-g
'
9-4" Ding.
�2 9'-4" Cing.
Z5 Perch
"- Flloor' ,�
9-4" Cln
o
•
30$0
from F.F.. to
6-$"
2'-2" 2'-4"
2_4" 2"
Fren 34
Z" 6'-$" L-4 FiR
Wood Cing, 81 3,
" 2'-4 -10"
V-6"
Y-
" 7-$"
c�
♦..
50$0
50$0 I
L
20$0
•
IL ec
;
� ea ♦ �
�-
sea i
Cing, l 22.5 x 36
e�
_
m�
.... ...
Attic ACC.
L-1
water
�,
23
y
9°-4"
a---J
Cing,
2$$1 ;�
d.� Ra
`�
&h.
i�a
��
0 Exh. clod
g°-4" b
oh
•
�
B
Cing.
Well
Load Kitchen
2$$0
e�
`
Pump
0
Cing.
Great Room
Pocket
HB
I
2$$0 i, Sloped Ceiling
I
Sloped Ceiling
-�
yliePump
(rrlgatlon
'
03_{q,M 4Y_ q,9i
V 07 "W
�g
Ref.
p
2V$®
g
•
water
L®1
13'-r 3r" `_2
line
zo " " 2'-3a
T-2"
0 Is aim
1'-4
25 s.h.
Office
olumn
1'-6" 4'-4"
Egressi
n
• �'-4" Cing.
•
i i �
6 x 6
Mister Bdrrrr�. �r�r,Ch
coktnkpoil
Plash
L_
2$80 `'�
`l'Ca�°�® (4 atW x 4
Llrrilts of Flat Clog.
F toad VL ` 30$0
9'-4" Ging
I I
r
'
7 w.h.
UP
1 I
N
b
A.C.
insulate Adj.
a malls as I�er
(3) Risers &Cond.
I
F
Ballard Energy Code
(2) Treads to
L-2
Garage
50$® F
sac erdra a
i i
;-
•
$°_6" N
Wood Deck
Cing•
I I
I I I
I
i i
to
com
gad
Garage
II
i{
110-
..
•.
.•o
9'-4" Cingg. �
from F.F.E
... ..
•. .. •
h.
L-1 3060 Dr. &
L-7 25
L-1
L-6
(2) 25
(2) 14" Temp.
Sidelites
s.h.
Entry
6 6
s.h.
x ptcimn.
HB
Sloped
wrap wicedah 1 r
Carling
(2) 2 x 10 Beam
Wood Deck
i
Wrap with 1 xbo
Cedar
22"$"
Wood Cing.
I
4�` _
•
__________ _
__ _________ —_ _____
--
------------
_ _ ___
--------------
--
—
------------ — —
—.._____ __________
•
— — — — --
— — — — --- ---
----- —".— --- —
---- -- —
-- — --
--- — — -- -- --
— — — — —
.
160$0 Overhead
b
e�
_
1
ED
24'-0"
4'-0"
5'-0"
5'-2"
,il
6-2"
5'-2' V-2"
10"-4" 10'-4"
44!-0"
52'-(Y
5'-2" 1 2'-10"
T-5"
t
k
Project Data Design Loads v;
Project Name: Laberge residence Roof Live Load: 30.0 p.s.f. Cco
Street Address: Lot 2, Eden's Refuge Floor Live Load: 40.0 p s f. oa
City: P@ -Lucie Fj t.A- Wind Speed: 162 MPH CE I=
County: St. Lucie Wind Importance Factor 10 w -
State: Florida Building Category: II LL
Wind Exposure: C
Internal Pressure Coefficent: .18
Scope ®t Work Structure Designed: Enclosed t
Soil bearing capacity: 2000 p,sf. w LO
New One level CBS Guardrails & Handrails: 200 lb. Point Loading
Single Family residence with loft Guardrail In Fill Components: 50 lbs. PLF N r
Building DataUL
Q
Occupancy Type: Group R ` H- 0
�uiiding CodeOccupancy
Type. V z W
5th Edition Florida Building Code: Residential O
2011 rational Electric Code NFPA 70 ,•-�
Flame spread Index & smoke Developed Index ; Q
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450co
Wall Finishes: Not greater than 200
Gelling Finishes: Not greater than 200
.�
Climatic & geographic Design Criteria SIMMONS,U
Weathering: Negligible Termite Area: Very Heavy co w
to Cd N
�_000
zoo
V� v
U
cc"®
cc
Safe Load Table Notes
t E pak:,, o'4Uh%8troni I1
be reduced by 20% 0 bWrW W10 is lees than
6 1/2:
2. N.R.. Not Rated
3. Sate loads are superimposed allowable losdo,
4. one *7 re,xv may be substitWed for two 06
el fuIn a inch U Hmals skit.
6, All safe loads In units of pounde par akaz tool.
8. An , bads are based on s,rriply supported span
7. Sete load rafU based on rational design analysis
per ACI 318 WW a
aI' L��
� P. pea year
Par
T m
Lintel Type Designation
Cast Crete Lintel Schedule
Installation Notes
t ItwtaHation W u Waste must comply with architectural
ardPor atruoatral drawings.
2 U iNkals can be field out to the m(**ed length
3, cast in pplace rwrorete rroY 11 I,dsd h composite
U Hmal in Hsu of concrete Meaarry unite
4. The exterior surface of U Hritais handled In exterior
revde
ma walls shall have a ooathg cf $Wccc
o f�. nce v4th ASTM C-826 or Wtwr
& Connate m1somy unfa usetl In composite U Onto) stiall
ba laid Ins nm ng bond
6. Shoe composite Hnteis as required.
T. U Hnteks are marWtaeased with a 5 VZ land notch at
panda to acoarrodate varttcal call reinforcing and
Composite U Lintel Materials
1. =per ABTM C476 fgw40o0 psf with maximum 38
inch at)gregat0608 to i1 Inwh sflmp,
2 Rebar per AfITM Aft Grade 60
& c4nowminimum aompi®sa'�Uve uiplhM im psi
A Mortar par ASTM 0270 Typo M or 8
M- 07,1'i�IS% c :;; •J it r
MARK
LENGTH OF
L"YEL
ALLOWABLE
OBAWTY LOAD
APPLIED
OM14TY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPL°Ft LOAD
am SPECS,
L4
V4r
6t13
826
2724
934
8FI64BAT
L-2
4'-8'
9311
722
4694
605
SRF851B/1T
L,3
4567
712
1960
489
8RFWiB/Tr
L-4
_4'-8'
5'-1U
4360
"9
2o93
=I
SF16-1B/1T
L-6
T-S'
1568
1064
1136
925
8RPW18/2T
L-6
T-S'
1843
794
11$3
782
8F16-1B/Tr
L-?
7-2'
2469
1013
1482
_ 835
ORFW1812T
L-8
17' 4
2047
650
872
160
8F38-11B/1T
L-9
5'-V
4360
550
2093
T50
iSF16-1B/1T
Mim. Beam depths shown, beams may be increased without comment
At Lintels larger than 24°° provide (1) #4 vertical rebar
at 24"o.0. along length of lintel
corner bars W beam
(Outside oonYy) 0 Donner
bars at tooting (o ril
Vert dowel tapped with
web reinforcing, all
laps 26' OW In grout
tilled cell
all comer bars to be the
same atte, number, and
Mhorizontal bars
beams, am waft
REVISI
RECEIVED
MAR 0 8 2019
".3T, Ndple CdNnty, 9drfnitEln(�
O
LL
w
z
co
w
X
2
O
U
LU
0
W
Q
so
I
I
Checked
81.
0
w U8
z
a �
J �
z
w =)
C3 0
U. LU
w
C
.—I
date
W8117
Seale
as noted
rob number
17023
at"
A-1.
SCAMNED
BY
St. Lucie County
IGO