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BALCONY RAIL DETAIL
#2 PT POST
ABU44 w/12-16d
5/8"x3.5" TITEN HD
1 E:ISTING CONCRETE SLAB --
d ALTERNATIVE POST ANCHORING DETAIL
COMPOSITE DECKING -- - --- _
FASTEN TO FLOOR JOISTS
WITH (2) #8 x 3" DECK SCRE1/••
_. PER CONNECTION
2x6 #2 PT LEDGER BEAM 1�
FASTEN TO POST WITH
1/2" GALVANIZED BOLT THROUGH
AND 4.16d GALV. RS PER CONNECTION
APR 2 4 2017
PERMITTING
St. Lucie County, FL
FINISH GRADE
4x4 #2PT POST (TYP.)
24" MIN. EMBEDMENT
w/ (1) 30 LB. CONCRETE BAG
36" HIGH ALUMINUM RAILING BY OTHERS
— 2x6#2 PT FLOOR JOISTS
AT 16" OC. TOE NAIL TO BOX BEAM
WITH 2-10d GALV PER CONNECTION
PROPOSED SIDE ELEVATION
SCALE: 1/4" = 1'-0"
1:12 SLOPE
2x6 #2 PT LEDGER BEAM
AT EACH SIDE OF POST.
FASTEN WITH 1/2" GALVANIZED BOLT
THROUGH AND 4-16d GALV. RS PER
CONNECTION (TYP)
4x4#2 PT
POST SKID
FINISH GRADE
AREA:
RAMP: 144 SF
DECK: 221 SF
TOTAL: 365 SF
FLOOR DESIGN LOAD:
TOP CHORD LIVE: 45
TOP CHORD DEAD: 10
TOTAL LOAD (PSF) 55
2x4 #2 PT TRIM TO 1-3/4" LEDGER —
FASTEN TO BEAM WITH #9x3" SCREWS
AT 8" OC. AND WITH (2) #9x3" SCREWS
UNDER EACH FLOOR JOIST (TYP)
2-24 #2 PT BEAM.
FASTEN TO POST
WITH (2) 1/2" GALVANIZED
BOLTS THROUGH
T
4x4#2 PT POST
2x6 #2 PT LEDGER BEAM ------ —
AT EACH SIDE OF POST.
FASTEN WITH 1/2" GALVANIZED BOLT
THROUGH AND 4-16d GALV. RS PER
CONNECTION (TYP)
2x6#2 PT FLOOR JOISTS —�
AT 16" OC. TOE NAIL TO BOX BEAM,
WITH 2-1 Od GALV. PER CONNECTION
EXISTING MODULAR HOME
2x6#2 PT
FLOOR JOISTS
AT 16" OC.
G
21'-4"
2x6#2 PT -FASTEN TO POST
AND BEAM WITH 4-16d GALV. RS
PER CONNECTION (TYP)
1 %'
" 2-2x10 #2 PT BEAM.
�.. ' WITH (2) 1/2" GALVA
2-2x8 #2 PT BEAM.
TEN TO F
WITH (2) 1/2" A
IZED BOLT
3'-0"
N TO POST
BOLTTHROUGH
2x6 #2 PT LEDGER BEAM
FASTEN TO POST WITH
1/2" GALVANIZED BOLT THROUGH
AND 4.16d GALV. RS PER CONNECTION
ENGINEERING NOTES:
ENGINEERING MEETS OR EXCEEDS 2014 FLORIDA BUILDING
CODE, 5th EDITION, RESIDENTIAL, PER SECTION R301,
USING ASCE 7- 10.
RISK CATEGORY II
Vult = 140 mph BASIC WIND SPEED, Vaad w 108 mph,
EXPOSURE C
INTERNAL PRESSURE COEFFICIENT e + 0.18
•�t s As
4'_ 4442 PT POST TO EXTEND
�36"ABOVE DECK FOR RAILING (TYP).
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CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESRONSIBILn OF THE
CONTRACTOR Of RECCRO
I HESE PLANS AND ALL PROPOSED WOW
. ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESDARY IN ORDER TO
COMPLY WTH ALL hPPLICADLE CODS`
ST. LIICiF fYIT ra RTT"I TN*! T'Ti ISTON
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DATE 2 .1 !�
PLANS ��D PER -MIT YIUST BE 1> PT ON70Y
2x6 #2 PT LEDGER BEAM
FASTEN TO POST WITH
1/2" GALVANIZED BOLT THROUGH
AND 4-16d GALV, RS PER CONNECTION
2-2x6 #2 PT BEAM.
FASTEN TO POST
WITH (2) 1/2' GALVANIZED
BOLTS THROUGH
MIN, SETBACK REQ,
FRONT
SIDES
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Lildon Engineering Coml
920 Sunset Shores
Minneola, Florida 3,
(352) 394-2590 Ph. &
Cert. Auth. #289
eSam,,
April 18, 2017
Wayne A. Block, PE#5