HomeMy WebLinkAboutSITE PLAN APPROVED FOR CONDTRUCTIONT ,TNTT.T . SN C T-TF I T ,fit
LINTEL #
LENGTH / TYPE
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L-1
4'-611 54" U-LINTELS
6113
1072
12724--JL
554
8F161B-IT
L-2
3'-6" 42" U-LINTELS
6113
1072
3547
554
8FI6 IB-IT
L-3
5'-10" 7011 U-LINTELS
4360
1072
2093
554
8F161B-IT
L-4
6'-8" 70" RECESSED
3120
1072
2204
554
8RF1.4 1B-IT
L-5
V-6" 9011 U-LINTELS
2661
1072
1634
554
SF16IWIT
L-6
3'-6" 42y" U-LINTELS
6113
355n47
554
8F161B-1T
...7
¢j`.'- t V" 7{" l.F^3Ts11.�T • L' 3.It'�
M,.,
-10�72
1072
2V9w7
JJ4
01` 1U .I.2l-1 L
L-8
IX-4" 160" U-LINTELS
1g75
1072
545
554
8F161B-IT
L-9
1V-4" 136" U-LINTELS
1366
1072
795
554
8F.161B�-IT
L-10
1T-4" 208" PRESTRESSED
1326
250
520
200
8FI61B-1T
L-11
9'-4" 112" U-LINTELS
1843
1072
1133
554
8F16 IBA T
L-12
13'-4" 160" U-LINTELS
1075
1072
606
383
8F161B-1T
[.-13
10'-6" 1.20" U-LINTELS
1052
100
552
100
8F141B-1
L-14
3'-6" 42" II -LINTELS
6113
1072
3547
554
8F16 1 B-1 T
L-15
6'-6" 78".U-LINTELS '
3480
1072
1880
554
8FI6111-1T
L-16
19'-4" 232" PRESTRESSED
1037
82
446
64
8F22 IB-IT
I
Code: FRC/FBC 2014
Proiect_Addr-iCONE, C'I o71Ef�axwl V,,jr vj S
Architect/Engineer: Paul Welch P.E.
Type of Construction: CBS X Frame:
Building Designed: Enclosed X (open Partially Enclosed
Wind Speed (3 second gust) Vult: 160_-mph
Wind Speed (nominal) Vasa: 124 Mph
Exposure: C
Internal Pressure Coefficient: 0.18
Importance Factor: 1.0 Building Risk Category 2 (1,2,3, or 4)
Mears Building .Height: 16 ft
Overhang: 1.667 ft Roof Pitch: 6 / 12
Components & Cladding Wind Pressures: + 33.6 1 -44.9 PSF
(ACT UAL BUJI DING DESIGN FRESSURE'S OR WINDOWS AND DOORS LISTED ON PUNS)
Roof bead Load.: 5 Live Load: 20
NOTE: WHEN LINTEL IS UN VA JUIJb.L,t,l A11VN i, Wk_)KZ,1 Framed Floor Live Load: NIA psi Dead Load: NIA
NOTES:
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
2) STRUCTURAL FEATURES NOT DETAILED ON THESE .PLANS WILL BE
ADDRESSED BY THE ENGLNEER AS CONSTRUCTION PROGRESSES.
3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS.
4) .ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE
(FBC) 2014, FBC 2014 RESIDENTIAL,,, FBC 2014 PLUMBING CODE, FBC 2014
MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA
NOTE: PROVIDE "CASTCRETE" PR:E-CAST C ONC REE LINTEL AS NOTED ON PLANS.
Shutters: Yes No X
Impact Resistant Assembly: Yes X Na
89'--- 2
27'---4,, 41)-10" 20=_0,!
1 <'"-7" 4$-1IT 12'-7" 1- 4
1' 1/1*-!', 1.�49! 12'-8" 14!
H3 SH HB H35 SH (a) J
low] INN
Ob
19'-4" 00
-
I
1V) 121 ' 7„
< 7—
MASTER_ DRM.
• I CEILING _ COVERED PORCH
VAULTED � � !,
I W[ m t� 8-4" CEILING I �.�0
- i - i I 25 SH
I �LO
i - o
I �
28f�)4068 sow
I
81
-6 18 --3 14 -5 B.F 4,� ,! 40-0" 3,-0!> 2= 0„
...... .
we
S-�
SHR l2)— 5 SH .; /��
12068/ FIRDR
a o �`� `t` D c� 2868
L. spa DINING
BEDROOM #2
<- 1Us'1 ULTED CEILING00
— --
�0 ) 8,-0„ CEILING
60
3008:WIC > 6 8
B.F.
o to
00-00 (n
GREAT ROOM
VAULTED CEILING
1tla 2`_4!, SCANIka
bo
_ I BY
Fd ' ' ST LUCIE COUNT'
OVEN W% _
I I
.. tvI1CRQ
A
i AB.
s
L_ co .; �Cl6g 2868 FDOH m St. Lune County
I I.?ivl► B.F. Health
co _ Environmental a
j i men I
...........
i °° - Site Plan ApprovedforConstruction
! 3 --8 4 -0 _ _ _ _ - -1 ,I
- - - - u, Supersedes All Previous Site Plans for
i I OSTDS #5�0 SG=1$O6 &Well #55-Z7oZS
— tx�
oa t' i (�O "1 �. �- �° - 2>�8l, 3l--0l=E Date: 1
( O lr o p I �- a ��� s068 6068 Review r: _
! c� a l - �p B.F. B.F. -
c�
o 2 0 1,
2—CAR GARA E
00 I
TABULATION.
1 '" ISLAND 068 _Qa
I Of
tLN
I BEDROOM l__.IViNG 2,
REF PR P = - -- -" toA 5__8,! ISL IUD FOYER 8`--0" CEILING ;
I DEN STUDY ENTRY PORCH 228
:..:::::::..:. -� ; 7 Acf
VAULTED CEILING
REAR PORCH 598
j PANTY �' ca , 2068 ! „ W.„ I , , = i
2 '--O" -o 11 -4' o B.F. 14 -4 6 -2 - 2 0 � -- ' GARAGE 622
we
BREAKFAST "' I �
� I 3068TOTAL SF 4; 262
vo
MIM
f1H -Z (2)- 5 SH � 12 F D. RD. 35 SH
25 SHi
25 SH � I o � 3U68 S 2 12"
I o� i
I
\/FRS ENTRY PnRC H I