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1:12 MAX SLOPE
MAX LENGTH
RAMP SLOPE BETWEEN LANDINGS
SCALE: 114" - 1'-0°
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y
150 min
12"xl2"xi" CONCRETE
PAVERS
_ .. �Q tTFlfl,,,,_„
1 _2 C,
1
dig E19,
ramp run landing
—
L
at least as wide as ramp run
LANDING REQUIREMENTS STRIAGHT
SCALE: NTS
60 nlin
1..t:
ramp rtarr
landing --
rtCDSy 1�r6"'gg" `O'r,<F�-, ,.
c
LANDING REQUIREMENTS CHANGE INDIRECTION
SCALE:NTS
NOTE
202 EXISTING BUILDINGS AND FACILITIES
202.3 ALTERATIONS, WHERE EXISTING ELEMENTS OR SPACES OR COMMON AREAS ARE
ALTERED, EACH ALTERED ELEMENT, SPACE OR AREA SHALL COMPLY WITH THE
APPLICABLE REQUIREMENTS OF CHAPTER 2 AND SECTION 201.1.1.
EXCEPTIONS:
3. RESIDENTIAL DWELLING UNITS NOT REQUIRED TO BE ACCESSIBLE IN COMPLIANCE
WITH A STANDARD ISSUED PURSUANT TO THE AMERICANS WITH DISABILITIES ACT OR
SECTION 504 OF THE REHABILITATION ACT OF 1973, AS AMENDED, SHALL NOT BE
REQUIRED TO COMPLY WITH 2O2.3.
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MFJmurn 4r NO goad 11
to rAlwe fa 3P or
1
MiiMnruirl betereen
haMraMb
17 I
Hadr" txtgtd sr to W
euMw rmnAlatira "race.
RAMP SECTION VIEW
SCALE:NTS
S
36
S
3.5
H ,,Wmv M WI have 1
W aWa Mlearanoe am
be Iv., for in
hemmer
cuana
exterior sheathing
existing stud wall —
existing 2x band joist —
or 1" minimum
EWP rim joist
2x floor joist,
wood I -joist,
or MPCWT
existing
wall
;4N.C����tENERS OR A�AI,hM
^�rrcF�spoNsia�7i�
co�� onof I EM—
t 2 \�i rail
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT —�—
I I;I nti rt1 i l 1-112 iatchus; MAY BE NECESSARY its ORDEEt TO s 6" max.l
trtlnl surlaccr lOrJPLYVMH ALL iu,PPLIWA ZCODES. �L
tt►c kxl:trd -- ----
7 mm,
4\6 1lctnrinto
Z.
20 stringer
- 40 post
— reciter
POST DETAIL
SCALE: NTS
1"x4" PT WOOD DECK
SPACE J" APART
2 #8 SCREWS PER JOIST
MUST BEAR ON MIN. 3 JOISTS
RUN PERPENDICULAR TO JOISTS
WOOD DECK DETAIL
SCALE:NTS
1
Qo� e
3�P°�83
2" min.
1-5/8" min.
5" max.
2" min. 1/2" diameter lag
a
LEDGER SECTION VIEW
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
hanger
-- deck joist
7 screws or
through -bolts with
washers
joist hangar
2x ledger board; must be greater
than or equal to the depth of the
deck joist and no greater than the
depth of the house band or rim joist
#VOQ-�L
S T. LL C COLTN_Fw RL ..P'N1'2 AriSION
IRSE'IFIVE")FOP VIPLLy:VCE
RL—vlLm'E B`
BATE
"I INS AND EP.NI T MUST BE KEPT ONJO
CI:1 a LNSPE�TION WILL EE D,1" EDE.
14 E .stagger fasteners
E �n 2 rews
. ® 6.6.. in. for 2a8
6.6' min. for 2x10
r.6' min for 2x12
1r2"lag screw, through -bolt. w 4. min.
IBdgerJ anchor wah washer
LEDGER CONNECTION
SCALE: NTS
embed anchors -
-- per manufacturer
recommendations:
existing ftollow
masonry wall
block cells filled
with grout or
concrete at
anchor loo0om
— to resist corrosion and
f decay. this area should
�f be caulked
deck joist
112" diameter approved
epoxy or adhesive
anchors with washers
f I 4 k—joist hanger
t
'-2x leper board; must be greater
than of equal to the size of the joist
Minimum
LEDGER SECTION VIEW MASONRY WALL
SCALE: NTS
posts must be
centered on footing
SIMPSON
PS
about
d a
a e4 .
min.m°'<
a
1 "
POST TO FOOTING
SCALE: NTS
USE STRONG BOLT
WEDGE ANCHOR INTO
EXISTING CONCRETE
POST TO EXISTING
CONCRETE
SCALE: NITS
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DRAWING TITLE:
BUILDING
DETAILS
JOB No: 2016 - Ramp
DATE: 12/192016
DRAWN: T.H.
CHECKED: T.H.
A-1