HomeMy WebLinkAboutRevisions; Joist HangerOFFICE USE ONLY:
DATE FILED: 80 Q71.
REVISION FEE:
PERMIT 9 PQC9 - 06
RECEIPT
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462-1553
RECEIVED
I- c "' 0 8 2 0
at. LWOW coun',
Permittin�,
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REGICERT. 4:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME): _
STATE:
FAA
NAME: 1--,' 11 U y ftl L I H
ADDRESS:_ &IG A)" mal) CIL/,
CITY: STATE:
PHONE (DAYTIME):
SLCCC.- 9123109
Revised 0613 0/17
ST. LUCIE CO CERT. 4:
ZIP:
FAX:
I ZIP: 6 1
FAX: lvltq
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FAX:
Plan
Scale: 1 /4",-- 0'
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Scale: 1 /4""= V-0"
Exterior
CBS wal
Top of Grout Fill
Perimeter Beam
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(1) 2 x 8 p.t. Ledger
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Fasten to CBS 1 /2- dia.
irs
0
6"" long wedge bolts with
1 /8""x 2""washers 24"o.c.
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staggered
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Fill two courses of
T
CD CBS along Landing
h Ledger solid with
Grout
o
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r
T-2"
(5) Treads at 10"
1 1/2"
rmin.
LUS26 Joist Hanger
'at each joist with (4)
'10d to header & (4) 10d
to Joists
(2) 2 x 12 Beam
with (2) 2 x 4 Ledger
attached
sir Section
Scale: 1 /2"= V-0"
�qh
(2) 2 x 8 p.t. Ledger
Fasten to CBS 1 /2" dia.
8"" long wedge bolts
24"-o.c. staggered
9,-2""
(10) Treads at 10-
Wall Mount Handrail
36" above Tread with
1 1 /2"" Grip Surface
1 1 /2"" min. from wall
2 x 12 Stringer
Three Places -�
(1) at each side
and (1) in center
1 /2' d.w. on underside
of stringers & landing
Simpson HU48 Hanger
with (14) 1/4""x 2 3/4""
Titen to CMU and (6)
10d to beam
Fe-1I01 C 11�1l
Handrail at 36"" above
Tread with 1 1 /2" Grip
Surface.
1"Nos
2 x 4 p.t. plate fastened
to concrete with cased -
hard coil nails. Plate cont.
along with of stairs
(1)2x8
Ledger c a Cover Joists with
2 x 6 Joists X 3/4""T&G plywood
16"o.c. Cq Glued & Screwed to
N floor trusses per Nail
Schedules
CZa2 "x6
Column
LUS26 Joist Hanger Simpson HUSC210-2
at each joist with (4) o Hanger with (8) 16d to
10d to header & (4) 10d to Joists Column and (8) 16d to
Beam. Typ. (2) places
Stair Laridirig B
Z calc: 1/2 "= V-0-
9,-0-
2 x 4 cont. Horiz.
fasten with (2) 3-
wood screws at each
intersection
I
3/4T&G plywood
Glued & Screwed to
floor trusses per Nail
Schedules—,
pre engineered
trusses 24"-o.c.
1 /2""d.w.
TOILET
O
wood base
see footing
details
2 x 6 cont. cap
2 x 4 Vertical at 48'o.c.
Fastened to the side of
the floor truss with (6)
16d nails
2 x 4 to extend up from
the top plate
2 x 6 cont.
(2) 2 x 4 plate
with SP4 with
(6) 10d x 1 1/2-
at each stud
" --1 /2" gyp. d.w.
2 x 4 studs 16""o.c.
2 x 4 p.t. plate
with SP4 with
(6) 10d x 1 1 /2"
at each stud
Bearing
a
AND LOFT SECTk,,r.= .1
1 /2" dia. wed&e bolt
with 3" x 1 /8 washer
7"" embedment 24""o.c.
5V CRIMP METAL ROOFING 12
ON "PEEL AND STICK" UNDERLAYMENT
OVER 5/8"" C.D.X. PLYWOOD 5
SEE CONNECTOR
SCHEDULE
GALV. DRIP EDGE ON
1 x 3 P.T. ON 2 x 8 PRE ENG. WD.
CEDAR FASCIA -\ TRUSSES 24"c.c.
2 x 4 BLOCKING CONT.
BETWEEN TRUSSES ALONG
FASCIA & WALL & AT CENTER
OF OVERHANG 2'-0'
VINYL VENTED
SOFFIT
GRADE er
T.0 B
(2) COURSE BOND
BEAM WITH (1) #5
REBAR FILLED WITH
GROUT EACH COURSE
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
5"" 3000# CONCRETE WITH
6" 10/10 WELDED WIRE MESH
OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
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date I revision
10/4/21 1 Stair Landing
drawn
s.l.
checked
s.l.
date
3/5/2020
-U t- —1 7
(Dn
3 CDn
m
ca c° n
o
scale
as noted INS 0
job numbe
19 mbo
77
sheet V`De ovi
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