HomeMy WebLinkAboutREVISION1:12 MAX SLOPE
MAX LENGTH
RAMP SLOPE BETWEEN LANDINGS
SCALE: 1/4" — T—O"
Ham.
O"__.
ramp run
landing "
LANDING REQUIREMENTS CHANGE IN DIRECTION
SCALE: NTS
SCOPE OF WORK:
TO CONSTRUCT NEW WOOD RAMP
FASTENED TO THE EXISTING PORCH
ST.I
JAN 2 9 2018
I•— 32 —•�
ry
Gtu i
36" 35"
1
Grade
RAMP SECTION VIEW
SCALE:NTS
a4Hd em"nave
vd: Chsol Nl Ma 3ti(I
x•ro2'm
Imater.
314x6 nail
_'2A rail
IlandruiI I-1`2ii lw,
% Irtkltl tit1f11tC4
._,.„.,,. 2x4 we 1x1ard
gr4\6 lk,t,ring
3.5 —J 2x6 stringer
C:�_4x4 Ixtst
POST DETAIL
SCALE: NITS
1"x5—r PT WOOD DECK
SPACE J" APART
2 #8 SCREWS PER JOIST
MUST BEAR ON MIN. 3 JOISTS
RUN PERPENDICULAR TO 2"x6" PT JOISTS
JOISTS SPACED AT 16" O.C.
r
exterior sheathing
existing stud wail —
existing 2x band joist — or 1" minimum
EWP rim joist
2" mina
1.518" min.
5" max.
2x floor joist,
-- 41
2" min.
wood I -joist,
or MPCWT
existing
wall-
5'
THESE PLANS AND ALL PROPOSED WCRii
ARE SUBJECT TO ANY CORREC T ICNS
REQUIRED BY FIELD INSPECTORS THAT
141-V BE NECESSARY IN ORD21"I TO
C01"Vi LY WITH ALL APPLICABLE COTES.
ST, LUCIE COUNTY
BUILDING DIVISION
REVIEWED BY_
DATE PLAN AND PEWIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
DESIGN PARAMETERS
APPLICABLE CODES:
2014 FLORIDA BUILDING CODE, 5TH EDITION
2014 FLORIDA BUILDING CODE, 5TH EDITION (EXISTING BLDG.)
BASIC WIND SPEED:
170 MPH (3-SECOND GUST) = 132 MPH (FASTEST MILE)
EXPOSURE CATEGORY:
B
remove siding at ledger
prior to installation
threshold carefully flashed and
caulked to prevent water intrusion
ledger and joist flush on top
continuous flashing
extending past joist
311— hanger
_, ,_--- deck joist
1f2" diameter lag
screws or
through -bolts with
washers
joist hanger
2x ledger board; must be greater
than or equal to the depth of the
2"x10° deck joist and no greater than the
LEDGER depth of the house band or rim joist
LEDGER SECTION VIEW
SCALE: NTS
14' c snigger Taman
In 2 rows
/ 5 5"' min. for 2x8
® ; 55" min. for 2x102.z10
i 7.5 min. mr2x12
lag screw. through -bolt, or T
anchor with washer I 314' min.
LEDGER CONNECTION
SCALES NTS
embed anchors —1
per manufacturer x
recommendations I'
i
existing hollow 0'
masonry wall i
block cells tilled
with grout or
concrete at
anchor locations
(new construction) I I
8" block wait
minimum
to resist corrosion and
decay. this area should
be caulked
t deck joist
1/2" diameter approved
epoxy or adhesive
anchors with washers
�- joist hanger
2x ledger board; must be greater
than or equal to the size Of the joist
LEDGER SECTION VIEW MASONRY WALL
SCALE: NTS
posts must be
centered on footing
SIMPSON
Pe
about 1t=`— =:—
4 i
•x, ".. �1I. a ..
17
min. r .a ,
I1 a 4
POST TO FOOTING
SCALE: NTS
USE STRONG BOLT
WEDGE ANCHOR INTO
EXISTING CONCRETE
POST TO EXISTING
CONCRETE
SCALE: NTS
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No 79154
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R E V I S 1 0 N S
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DRAWING TITLE:
BUILDING
DETAILS
.lOH No: 2016 - Ramp
DATE: 4/4/2017
DRAWN: T.H.
CHECKED: T.II.
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