HomeMy WebLinkAboutPLANSCOPE OF WORK:
Work consists of wood framed deck and stairs on
front of existing residence. The decks are structurally
connected to the existing residence. No electrical,
plumbing or mechanical associated with this
design.
DESIGN CRITERIA:
Plans are prepared for Florida Building Code 2017
Wind Speed 165 mph Vult.
Exposure "D"
Risk Category II
Structure is OPEN
Design Load 40 PSF LL / 20 PSF DL
ALL WOOD EXPOSED TO WEATHER SHALL BE
PRESSURE TREATED YELLOW PINE NO. 2 OR BETTER.
POST TO JST / BM / LEDGER
SHALL ANCHOR W/ MIN 4. 3
1 /2" 14GA WD SCREW
• ALL POST SHALL HAVE
ABA44Z POST BASE
EXISTING HOME STUD
WALL W/ WOOD FL<-
2x8 PT LEDGER TO 2X RIM JS
W/2.3/16''X6"LAG
SCREWS 16" OC AND HU26
EA JST W/ (6) 1 Odx 1 1 /2"
px<
FRONT DECK FRAMING PLAN
SCALE: 1/2 If = 1 '-0"
I I
I I
1 1
/ �x2 PT BALLU�
I W/ 14 GA Vyb
1 /SCREW TOPVB
1 1 II
I I II
1 / 1X 6 prt•—D,E�
2x8 PT/JOIST/@ 16" O.O. MAX.
W/ LUR8 HINGER EA END
2x81PT P�RIMETER HDR W/
6�16d NAILS TO EA POST
1 1
/ T�P. EA POST:
CONC / 4x4 PT WD POST W/
PATIO AQAAA7 rnI\i r nr.ir
G
A23
STAIR THRU-SECTION
SCALE: 3/4" = 1'-0"
File CO N
REVIEO'- 6 `/Ba �'°/''���
WyE�D, ,FOR
S7O,DE ^�.; MjA OE
2x4 PT WOOD RAIL AND
TOP RAIL CONT. W/ 2.14
GA SCREWS AT EA POST
AND 24'' OC
TOP AND BOTT STAIRWAY
EA SIDE 4x4 PT WOOD
POST
2xl2 PT STRINGER EA
END AND 1 /3 SPAN
lx PT RISER (CLOSED)
& 1 X p.t. TREADS
2x4 PT STRINGER CLEAT
w/ (3) '/4"x3' TAPCONS
(ENDS 4.12d GANG
SCREW TO POST)
CONC BASE
r/x
SCANNED
BY
St. Lucie County
A
A
N
O
U
O
U
c
U
z
V)
Z
O
w
U o
rs r
J
LL
C
D
O
U
0
E
3
LO
J
LL
L �
o�
O �
a N
U
0 O
U)
cn C
Lo U
0}
O D
2
JOB #
DATE 9/ 19 / 19
SHEET