HomeMy WebLinkAboutRALLING ATTACHMENT TO WALLWALL BRACKET SEE
3.9' DETAIL 'A'
MAX,
RR
WALL BRACKET SEE
`' �' DETAIL 'B'
CEIVE
JUL 2 5 2018 C❑NC, WALL
3'-6'
e Butting Depai'tinef $
St. Lucie CountyD WALL BRACKET SEE
2' MAX, DETAIL 'B'
2' MAX,
4A a '.'. _ _ .. .I' ..: .. . _a
4' MAX,
RAILING DETAIL (N,T,S,)
SCANNFL
BY 2-5/8'xl-1/2'x0,062'
ALUM, CAP
1_, f1'x2'x0,093' ALUM,
TUBE
1'xl'x0,062' ALUM,
PICKET
2'x2'x0,125' ALUM
POST
RAILING ATTACHMENT
TO WALL (NTS)
2-5/8-- i 2-B'xl-b' ALUM,
CAP BRACKET
W/(2) 1-j'xj'
TAPC❑NS
0 0
BRACKET DETAIL 'A':
PANEL ATTACHMENT TO
C❑NC, WALL (NTS)
L 1'xl'xlkxh' 2'xl" AL -UM,
ATTACHED TO POST
W/ (2) #10 TEK 1'x2'x0,093' ALUM, 2, CHANNEL BRACKET
SCREWS PER B❑TT❑MRAIL 1' W/(2) 1-J'xa'
BRACKET, WELD 2, TAPC❑NS
BRACKET TO
BOTTOM RAIL .k4' o 0
3'
BRACKET DETAIL 'B':
KWIXSET EXTERIOR/ PANEL ATTACHMENT TO
CONCRETE EDGE CEMENT BY R❑CKITE CONC. WALL (NTS) ,,�0 sBAR00
POST DETAIL (NTS) 44726
FILE COPY- .
JUN 19 2018
:w
N❑TES: STATE O" :_�/,
DESIGN C❑MPLIES WI H FBC SIX TI❑N 2017 0.0,�'•.;°� O A
AND ASCE 7-10, i��t,Fss/ONAN-
ALL C❑NNECTI❑NS AND BRACINGS TO BE WELDED,
BOTTOM CHANNEL FASTENED TO POST W/ BRACKET,
CIVIL
- ALUMINUM 6063-T6 F OLL❑W TUBING FOR HANDRAIL CKTRI, PE.
CIVIL /STRUCTURAL
ONLY. FL REG. # 44726
- ALUMINUM 6061-T6 HOLLOW TUBING FOR POSTS, 511 SAN JUAN DR.
ByALUMINUM T❑ BE P❑WDER C❑ATED PAINTED, CORAL GABLES, FL 33143
(786) 290-7283
WIND LOADS
14 Wind Pressure (psf)
48 Panel Length (in)
42 Panel Height (in)
1 Picket Horiz Dim (in)
40 Picket Vert Dim (in)
1 Bott Rail Vert Dim (in)
2 Post Horiz Dim (in)
4.2 Tributary Area (ft^2)
58.8 Wind Load at Post Center (Ibs)
POST DESIGN
42 h at Load (in)
200 Load (Ibs)
2 Post Sq Dim (in)
0.125 Post Thickness (in)
8400 M (lb -in)
0.551758 S (in"3)
15224.07 fb (psi) < 19,000 psi
Wind Pressure Calculation
qz = [0.00256 (Kz) Kzt (Kd) V"2] G (Cf)
qz = 0.00256 (0.85) 1.0 (0.85) 75^2 (0.85) 1.6
qz = 14 PSF
Risk Category II
Exposure C
Tributary Area (ft^2) = 4.2
< 200 I C
Yamil Kuri, P.E.
Fla Reg No. 44726
Civil/Structural
511 San Juan Drive
Coral Gables, FL 33143
(786) 290-7283
DESIGN CRITERIA
Design by FBC 2017 and ASCE 7-2010
Aluminum 6061-T6
[(48 x 42) / 144] x 0.30 = 4.2 OK
JUL 25 2018
t
,����G�FIARDp• Pe rm i tim g L) (:;
, EN SF •:Gq; • St. Lucie C®un4-y.:�;-�_
•.
No 44726 : �r
W
` TE Of .
fir. STA �P • �2:
JUN 19 1018 '���FS °•R . 1'�; ,.��•
��,, S� O N P`��.•