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OFFICE COPY i . iii
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LIABILITY kc Z.
The City of Tigard and its
employees shall not be �` 3
responsible for discrepancies , Q
which may appear herein.
O Q.......Z
Approved plans
shall be on job sit 0
1 IN
CITY OF TIGARD N
REVIEWED FOR DE COMPLIANCE n `�
Approved: j
N/ _ \
OTC: ( ] cc
` v
Permit #: r(,,St O i q, 0 N._ 0 177 , _. _
Address: 125 O c7� GJl(A.V•04' i's-- ��
Suite #: ------- 0
I3): Date: 511/(g vf\
'cam LL
VALIDITY OF PERMIT V-,-
THE
JTHE ISSUANCE OFA PERMIT O
BASED ON CONSTRUCTION
DOCUMENTS AND OTHER .k
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM
REQUIRING THE CORRECTION
OF ERRORS.ORSC 105.4
FLOORS
/
/
/ HOLD-DOWN OR SIMILAR
/ TENSION DEVICE
FLOOR SHEATHING NAILING AT
6"MAXIMUM ON CENTER TO
/
JOIST WITH HOLD-DOWN
><./m,—
Z + + +� + +
+ + + T.-L. ,
! , + +
FLOOR JOIST / DECK JOIST
//
/
V
For SI: finch=25.4 mm.
FIGURE 507.2.3(1)
DECK ATTACHMENT FOR LATERAL LOADS At—LAC
SHEATHING t 1 „ ‘ ' O
NOTE: SIDING \U �'A.� ,.,�,¢
THIS DETAIL IS APPLICABLE FLASHING FOR C � v
WHERE FLOOR JOISTS ARE Z
PARALLEL TO DECK JOISTS. WATER TIGHTNESS 1 JCs" Gt:›7. ;.1-{
DECKING
I.< V I APPROVED JOIST HANGERS
2"MIN. SCI 2x LEDGER WITH FASTENERS
ME VIM IN ACCORDANCE WITH TABLE R507.2
i HOLD-DOWN DEVICE MIN 750 LB. CAPACITY
FLOOR JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED
ALONG DECK AND ONE WITHIN 24"OF EACH
END OF THE LEDGER. HOLD-DOWN DEVICES
SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER.
A FULLY THREADED 3/8"DIAMETER LAG
SCREW PREDRILLED W/MIN.3"PENETRATION
TO CENTER OF TOP PLATE,STUDS, OR HEADER.
For SI: 1 inch=25.4 mm,1 foot=304.8 mm.
FIGURE R507.2.3(2)
DECK ATTACHMENT FOR LATERAL LOADS
152 2017 OREGON RESIDENTIAL SPECIALTY CODE
FLOORS
z STAGGER FASTENERS
— - IN2ROWS
Qp 0 5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO
5"MAX-' 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS
O O O O 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS
REDUCED TO THAT OF LAG SCREWS
TO ATTACH 2 X 8 LEDGERS TO 2 X 8
2"MIN. BAND JOISTS.
LEDGER LAG SCREW OR BOLT 3/4"MIN.
For SI: 1 inch=25.4 mm.
FIGURE R507.2.1(1)
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
EXTERIOR SHEATHING
EXISTING STUD WALL
EXISTING 2x BAND JOIST
OR ENGINEERED RIM BOARD
2"MIN. IN DECK JOIST
51"/M8"MIN. 1li1!.
AX. ssli LAG SCREWS OR BOLTS
2'MIN.
`�1I
o•. O •o
FLOOR FRAMING O' o
00 00 0 • o JOIST HANGER
' a o 0
EXISTING 'o. . 00
FOUNDATION WALL :_ •
For SI: 1 inch=25.4 mm.
FIGURE R507.2.1(2)
PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
R507.2.2 Band joist details.Band joists attached by a led- R507.2.4 Deck lateral load connection. The lateral load
ger in accordance with Section R507.2 shall be a minimu connection required by Section R507.1 shall be permitted
2-inch-nominal(51 mm), solid-sawn,spruce-pine-fir lu - to be in accordance with Figure R507.2.3(1) or
ber or a minimum 1-inch by 91/2-inch(25 mm x 241 m ) R507.2.3(2).Where the lateral load connection is provided
dimensional, Douglas fir, laminated veneer lumber. B. • in accordance with Figure R507.2.3(1),hold-down tension
joists attached by a ledger in accordance with Secti. devices shall be installed in not less than two locations per
R507.2 shall be fully supported by a wall or sill plate belo . deck, within 24 inches of each end of the deck. Each
R507.2.3 Ledger to band joist fastener details. Fasten device shall have an allowable stress design capacity of
ers used in deck ledger connections in accordance wit not less than 1,500 pounds (6672 N). Where the lateral
Table R507.2 shall be hot-dipped galvanized or stainless load connections are provided in accordance with Figure
steel and shall be installed in accordance with Table R507.2.3(2), the hold-down tension devices shall be
R507.2.1 and Figures R507.2.1(1)and R507.2.1(2). installed in not less than four locations per deck, and each
device shall have an allowable stress design capacity of
not less than 750 pounds(3336 N).
2017 OREGON RESIDENTIAL SPECIALTY CODE 151
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Consulting Structural Engineers Location
610 s.W.Aldet;Suite 918 Portland,Oregon 97205
Td:(503)226.1286 Fax:(503) 226-3130 cam' sheet no.
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Page 3 of 45
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31th(503)226-1286 Ppm(503)226-3130 Client Sheet ao.
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Tel:(503)226-1286 Fax:(503)226-3130 ClientSheet no.
Page 21 of 45
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Page 31 of 45
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Tel:(503)226-1286 Fax: (503)226-3130 Client sheet no.
Page 32 of 45
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Consulting Structural Engineers Location
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610 S.W.Alder,Suite 918 Portland,Oregon 97205
Tel:(503)226-1286 Fax (503) 226-3130 Client Sheet W.
Page 43 of 45
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Tel:(503)226-1286 Far(503) 226-3130 oft • Sheet ao.
Page 44 of 45
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Project Job no,
James G. Pierson,_Inc.
Consulting Structural Engineers Laudon Date
610 S.W.Aider,Suite 918 Portland Oregon 97205
Tel: (503)2264286 Fax:(503)226-3130 Client Skeet nix
Page 45 of 45
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Detail A
HD2AHDG
parallel layout
,.. _
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-'� ____4x4 (min) guardrail post
1
2x8 (min) ; ,;_,,: �,'
2 blocking ; ,.
"' 7
, 2x8 (min)
' ,,-'� : t ; deck joists
Detail B'�-``_ � � I
HD2AHDG
perpendicular .
layout
z \beam '- ----
below
2x8 (min)
Rim joist .
AFigure 30:Guardrail attachment option 5 plan view
(2)HD2AHDG or equal
holdown one this side,
4 4X4 post, min. (typ) - one apposite side of blocking
Decking
HD2AHDG Decking(typ} (tyP)
hoiddown
or equal 4X4 post,
Ilk
fr A'_!/w1�fii176O ►.arlAiWiii min. (hrp} �w�ir►
lintiv
'all
min.
Tir f2X8 blocking _
5/8"dia. galvanized machine 5/8"dia. galvanized machine
bolts or all thread rods with bolts or all thread rods with
DETAIL A "�.huts and washers. DETAIL B nuts and washers. .
.Fig.31:Guardrail attachment option 5 parallel layout A Fig.32:Guardrail attachment option 5
perpendicular layout
DECK DESIGN GUIDE + 17