Plans (171) OFFICE COPY
:
he City Tigard and its
N employees shall not be —'Ft
responsible for discrepancies
which may appear herein.
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Approved plans �_. W�/
shall be on job site.
CITY OF TIGARD
155'-5"t REVIEWED FOR CODE COMPLIANCE zp
Approved: [ 1I !A
378' OTC: 375' V 4 ' N
Permit #:
Address] ]07_05- SVJ ( frot.oci� $ �. —
suite #:
WATER METER -';7�
Iiti _ 14� Date: J/ (�}
+1
SEWER LINE I I-
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M
Y N a'
O 0
Z � °M __ �p Q
a
- 2 cr 0 Z
+1 cr (I) 0 z
379' '' 4 i., 2 o R
• O
9'-10" t EXISTING DWELLING GAS METER CO
Er /
+1 / 27'-6"±
N
N _ to
LC 1
+1
.w. i.d i.1. •.r
380,5'I _ V
5'-0" SETBACK — m A, ••a �03
+1\-- \--- \ —
/ /`— 5'-0" SETBACK . " 377' LL w
+1 -
Q z3 F- " g
CO Hoa
3 , — DECK o+1 O w
S`3 A c!1 wW
11'-0"FFE i - S w
H
— \ 0 380' \ 0 379' \--- 23,, „ t0.0 1.5 .:'"=:= v� Z cn
".. ''''' BY'. LEAD
/II 36'-8"± / 15'-4" ± / 33'-6"± Q a �� KR KR
'ALIDIIYOF PERMIT DATE
SCALE'.
3.26_'9
AS
SHOWN
7HEISSUANCE OF A PERMIT D6 NO AFPkDVED9Y
2419
3ASED ON CONSTRUCTION
SITE PLAN VIEW SCALE: 1/16"= 1-0" DOCUMENTS AND OTHER
DATA SHALL NOT PREVENT
10205 SW MURDOCK ST,TIGARD OR 97223 THE CODE OFFICIAL FROM SHEET NO.
LOT#WCTM 2S111BC,TAX LOT 04900 REQUIRING THE CORRECTION D1 SITE PLAN
OF ERRORS. ORSC 105,4
N
7 !.11.14;
( om ) 1
2-
LINE
LINE OF PATIO 12" X 54"X 7"TALL Z
/ (.5*
BELOW STEP FROM HOUSEi;e0CD
SECURED TO MAIN DECKING F�
LINE OF HOUSE Z :
EVE BELOW Fl P,
19'-0" 5'-6" PROPERTY LINE q sp
90 Kr
,ig F. Ln
2"x 6" OUTDOOR MS foon, N
WOOD DECKING
2/6
CONNECT DECK TO HOUSE —
WITH 2X8 PT LEDGER BOARD.
BOLT TO HOUSE USING 1/2"X 5" u)
BOLTS SPACED @ 12" O.C. M
I w N
U Ct
INSTALL METAL FLASHING ON I I a o 0 0
TOP OF LEDGER BOARD AND Z Et x " "-
TUCK SIDING. SEAL METAL/DECK - W 2 o 5 ~
TRANSITION. B a Q z
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{ N J
O
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SIM.
I I
2"x 6" OUTDOOR A L I I \ A
WOOD DECKING
TOP CAP FOR --------------- ---
I - I
-
RAILINGI in
2"x 6" OUTDOOR
WOOD DECKING
FOR STAIRS @ ___ - co
9" 1/2" RUN AND 7" RISE I
I I 1--
4'-0" 12'-2" 3'-2" 1.-.1 c)
/- I- Ljj
w w
H 0 >
2"x 6" OUTDOOR 15'-4" w z
WOOD DECKING / / = w 5 o
TOP CAP FOR (.0 za
RAILING DRAM BY LEAD..
KR
DATE'.
3-26-19
SCALE
AS SHOWN
A JOB NO APPROVED BY.
2419
PLAN VIEW
SCALE:NTS
SHEET NO.
10205 SW MURDOCK ST.
TIGARD, OR 97223 D1-1
N
C > 0
N
Z m w
>�p
w
19'-0"±
/
LINE OF PATIO FBELOW116.
N
4'-0" ± 0 3
2' x 8' PT / _' W
LEDGER BOARD
41
2/6
LINE OF HOUSE
EVE BELOW INII cocn
12" OC Opti � p
r / _ Q 0 - --1
ciQ
JIM. 12" 1/4" o <
4 BCL
cnQ ° Z
18" z-6 1/4" 18" 42 3/4" ^2" 16" 18' N F -'
F.
x 8" PT FRAMING / / y/ / / / / o
T
M
1
1 i.
4X14 PT BEAM SPANS °' - - - -1 E.- - -1 - -'- -' r
FROM EDGE TO EDGE _ 1- _I _ I _ °'
OF DECK. \ -t t-T�_I- I• r- I r 15< I N
�--\ A
A -._._.J L 1;14 3/4„T. 4'-5 1/4„ L �.1 27 1/2'x.1
X ---- -�
4” X 6" PT POST :---------------- ---------------t-r------ -------------i-=--------
M H I CV r-
M
e,, I 5'-8 1/2" I I 6'-1 1/2" I 31" co
4"X 6" PT POST
A /
I i i—X i ` 1-6Z i f ce >
I ._.J L._.J L._.J Q Z
I w cn
2X12" PT FOR E w0
STAIR TREADS @ , „ , „ i- co w
5-41/4 5-5 12" 19" 12" w - o
9" 1/2" RUN AND 7" RISE / / / / / w � �
2 w s
12„
w zw
DRAWN BY. LEAD'.
KR KR
12"X 12" X 18" DATE.
3-26-19
CONCRETE PADS SCALE.
AS SHOWN
FORSTAIR SUPPORT. JCB N0 APPROVED 9P
QTY: 6 A 2419
FRAMING PLAN VIEW
SCALE:NTS 18"X 18"X 24"
CONCRETE PADS SHEET NO.
10205 SW MURDOCK ST. FOR DECK SUPPORT. D1 2
TIGARD, OR 97223 QTY. 3
12"X 54"X 7" TALL
STEP FROM HOUSE
SECURED TO MAIN DECKING
U
\ CONNECT DECK TO HOUSE WITH c
, 2X8 PT LEDGER BOARD. BOLT TO .N
HOUSE USING 1/2"X 5" BOLTS SPACED Z co m
2"X 6" OUTDOOR @ 12" O.C. INSTALL METAL FLASHING W„/0
WOOD DECKING \ ON TOP OF LEDGER BOARD AND TUCK W
2"x 8" PT FRAMING SIDING. SEAL METTAL/DEC TRANSITION.
1 - 2X10 ANGLED JOIST HANGER =H & N
4X14 PT BEAM SPANS 19'-0" / -'
FROM EDGE TO EDGE _ L - N
OF DECK. D /1I 4-6„ 2X6 OUTDOOR WOOD was t
DECKING FOR STEP DOWN � w/ N
3'-0' ,
ALL POST TO BEAM /
CONNECTIONS MADE WITH POST \\
41111
TOP SIMPSON BRACKETS, TYP. \
H
CONNECT 2X8 PT FRAMING ;', 4101r
' ' Y M
.--, �� �� g O ti O
TO BEAMS WITH ROOF . __„
TRUSSE STRAPS. TYP. �;., '� +` ' w O I
\\�\ o
\ � � Ay,--- � � Q ° z
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4
1 N
+I 0
2X6 PT SUPPORT BRACING W/ 1/2"
THRU BOLTS AT ALL CONNECTIONS, TYP. +I N
•
4 ZN o
+1 AA-- u? -'
o -'
4"X 6" PT POST T- _ °'
1
r�
i__►Ifi
2X12" PT FOR � � `t I, � d !
STAIR TREADS @ ,i A
9" 1/2" RUN AND 7" RISE ..-I-4111. `.
T
4X6 PT BEAM SPANS FROM '� up
ct
EDGE TO EDGE OF STAIRS AA Q
WITH 2 POSTS, TYP. 17'-'-- r .� ' 5 —' co Q
CONNECT 2X12 PT STAIR "'
JOIST TO BEAMS WITHL:.!,;.; .:-!;!':,: 1 i. ' ' r 4'='
ROOF TRUSSE STRAPS. TYP. (.? '',.` ' '=j I_. .1 F: :,Y'.'., . w
z. = LU LU•:,' •; cn Z CO
4.��;fi f:: ' _.~: is
ALL POST TO BEAM12"X12"X18" DRAWNKRY LEAD'KR
CONNECTIONS MADE WITH POST CONCRETE PADS 2X6 PT SUPPORT BRACING DATE
26-19
TOP SIMPSON BRACKETS, TYP. FOR STAIR SUPPORT. W/ 1/2"THRU BOLTS AT ALL SCALE
AS
QTY: 6 CONNECTIONS, TYP. oallo APPROVED BY
24,9
SECTION A-A
SCALE:NTS 18"X 18"X 24" 4X6 CONCRETE POST
CONCRETE PADS ANCHOR CONNECTED TO
FOR DECK SUPPORT. CONCRETE W/5/8"X 7" SHEET NO.
10205 SW MURDOCK ST. QTY: 3 CONCRETE ANCHORS, TYP.
D1-3
TIGARD, OR 97223
2X6 OUTDOOR
WOOD TOP CAP
2X4 OUTDOOR
WOOD BALLAST SUPPORT
U
4X4 OUTDOOR WOOD cf
g:
RAILING POSTS .�
Z m
�
\\ w�Q
2X4 OUTDOOR
� WOOD BALLAST SUPPORT
, a
\`, TURN BUCKLE STYLE W/ 1/4" gd F
AIRCRAFT CABLE. CRIMPED N
ON ALL ENDS W/GROMETS. i
� N
2" EYE HOOKS SET INTO POSTS. °'
o: ° �.� ° ° 06 G1=16 ° • --. ° i CABLES SPACED NO MORE THAN =-
a; . .. . ° . s a s ° 3 1/2"VERTICALLY.
CV�— ° a s °o-
as -�- ° -o- °
/
-- ° ° ° e °r
2X6 OUTDOOR
....° ° / WOOD DECKING
cn
1 / 111 2X8'S DOUBLED UP 0 N
A FOR PLATFORM SUPPORT. w Ct
Orn Et O
Al R\ 4X4 OUTDOOR WOOD 0 1 O Q
Aik.
, �� RAILING POSTS SUPPORTEDi ohog0i = Illir � W/2X8 PT CROSS MEMBERS AND ix cn ¢ ° z
i SIMPSON BRACKETS. THRU BOLTED `" 0 J
o1
'' • . , FASCIA AND CROSS MEMBER W/ 1/2" (.1
IIIA GALV BOLTTO DECK FASCIA
2X6 PT SUPPORT BRACING ' Illk ALL POST TO BEAM
CONNECTIONS MADE WITH POST
W/ 1/2"THRU BOLTS AT ALL
• TOP SIMPSON BRACKETS, TYP.
CONNECTIONS, TYP. ,
4X6 SPACER USED IN MIDDLE.
2X6 PT SUPPORT BRACING
2X6 OUTDOOR W/ 1/2"THRU BOLTS AT ALL
WOOD TOP CAP y ///
r CONNECTIONS, TYP.
2X4 OUTDOOR � ��r�
4X6 SPACER USED IN MIDDLE.
WOOD BALLAST SUPPORT // / T
r i i 4X6 CONCRETE POST
ct
4X4 OUTDOOR WOOD — ANCHOR CONNECTED TO
RAILING POSTSIK J z
CONCRETE W/5/8"X 7"
�' CONCRETE ANCHORS, TYP. I w O
2X4 OUTDOOR U WOOD BALLAST SUPPORT ~
f.. I W J
°; '. " DRAWN BY: LEAD'.
4X6 PT BEAM SPANS FROM �':v:,::;';'1
0.;::::::',,: 1 K'' �„ ': t<.1 :,;-1.;:!: L'`',•�:'-...:;4 KR KR
EDGE TO EDGE OF STAIRS .• '
WITH 2 POSTS, TYP. Ig
- < ±; ::z. . .. 3.26-,8
,�I t�� c I �..•.Y',42-., SCALE'
S:Jit'V-,t:�.l Ci:.• '� c.':.•
.'+,,i AS SHOWN
CONNECT 2X12 PT STAIR 12" X 12"X 18" 1, 5'-6" PROPERTY LINE
/ OS APPROVED 9Y
ELEVATION "A" 2419
JOIST TO BEAMS WITH CONCRETE PADS 18"X 18"X 24"
ROOF TRUSSE STRAPS. TYP. FOR STAIR SUPPORT. CONCRETE PADS
QTY: 6 FOR DECK SUPPORT.
ALL POST TO BEAM 2X6 PT SUPPORT BRACINGQTY: 3 10205 SW MURDOCK ST. SHEET NO.
CONNECTIONS MADE WITH POST W/ 1/2"THRU BOLTS AT ALL TIGARD, OR 97223 D1-4
TOP SIMPSON BRACKETS, TYP. CONNECTIONS, TYP.
2X6 OUTDOOR
WOOD TOP CAP
2X4 OUTDOOR 0
WOOD BALLAST SUPPORT c
a:
4X4 OUTDOOR WOOD Z m (I)
RAILING POSTS � iQ
w
TURN BUCKLE STYLE W/ 1/4" n
AIRCRAFT CABLE. CRIMPED 1"TYP. �\ hi
ON ALL ENDS W/GROMETS. F& "'
�� p1- g N
2" EYE HOOKS SET INTO POSTS. ''L §F' q N
CABLES SPACED NO MORE THAN 1"X 3" OUTDOOR � 8
3 1/2"VERTICALLY. \ WOOD SLATS W/ ;,I
1" SPACING IN BETWEEN U
:HT
2X6 OUTDOOR n- CONNECT DECK TO HOUSE WITH
2X8 PT LEDGER BOARD. BOLT TO
WOOD DECKING - . HOUSE USING 1/2"X 5" BOLTS SPACED
Net M a-�o, a �—
°o° °
_I:.
@ 12" O.C. INSTALL METAL FLASHING c M
2X8 S DOUBLED UP 0 .� ON TOP OF LEDGER BOARD AND TUCK w v N
k, .x�x� ,x,x�K� �� WING IG SEAL METAL/pEC NSITION. O O
FOR PLATFORM SUPPORT. ,�_�� �' A- -� y Z C4 CC o >-
�, 2X J IST HANGER w D O 7 1
4X4 OUTDOOR WOOD IL it a Q o Z
� o
RAILING POSTS SUPPORTED
W/2X8 PT CROSS MEMBERS AND 2"x 8" PT FRAMING N -'
SIMPSON BRACKETS. THRU BOLTED o
FASCIA AND CROSS MEMBER W/ 1/2" N ALL POST TO BEAM
GALV BOLTTO DECK FASCIA �i CONNECTIONS MADE WITH POST
TOP SIMPSON BRACKETS, TYP.
ALL POST TO BEAM
CONNECTIONS MADE WITH POST CONNECT 2X8 PT FRAMING
TOP SIMPSON BRACKETS, TYP. TO BEAMS WITH ROOF
NN
TRUSSE STRAPS. TYP.
2X6 PT SUPPORT BRACING • '
W/ 1/2"THRU BOLTS AT ALL 4X14 PT BEAM SPANS
CONNECTIONS, TYP. FROM EDGE TO EDGE co
4X6 SPACER USED IN MIDDLE. OF DECK. cr
IH
4X6 CONCRETE POSTz
ANCHOR CONNECTED TO 2X6 PT SUPPORT BRACING W/ 1/2" w O
CONCRETE W/5/8"X 7" 1 THRU BOLTS AT ALL CONNECTIONS, TYP. w o > o
CONCRETE ANCHORS, TYP, r , >�:. = w J
I i'^ z LU W
i?t A',.::: i r= : :; xj 4"X 6" PT POST
DRAWN BV'. LEAO'.
KR KR
CONCRETE PADS t,.�:� :::; t=''] DATE.
" ""~ " 4"X4" PT POST 3.26-,9
i :::1.'s{ 3 E
FOR STAIR SUPPORT. AS SHOWN
JOB NO'. APPROVED BV'.
QTY: 6 2419
EXISTING HOUSE ELEVATION "B"
18"X 18"X 24" MODIFIED
CONCRETE PAD FOR DECK
SUPPORT. QTY: 3 10205 SW MURDOCK ST. SHEET NO.
TIGARD, OR 97223 D1-5
FLOORS -
f
OFFICE COPY
- z STAGGER FASTENERS
i',.1 IN 2 ROWS
/
Q Q 0 Q 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
Qp Qp 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
I.
2"" MIN. II ,1‘14 DECK JOIST
15/e"MIN.1 min
5" MAX.
2" —
MIN.
"oi�'olma lll! LAG SCREWS OR BOLTS
o 11 WEI
o
FLOOR FRAMING l' p o o
0o•as .o .. o JOIST HANGER
Q O .p
EXISTING 'o o,•• a o
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 minimum connection required by Section R507.1 shall be permitted
2-inch-nominal(51 mm), solid-sawn, spruce-pine-fir lum- 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 mm) R507.2.3(2).Where the lateral load connection is provided
dimensional, Douglas fir, laminated veneer lumber. Band in accordance with Figure R507.2.3(1),hold-down tension
joists attached by a ledger in accordance with Section devices shall be installed in not less than two locations per
R507.2 shall be fully supported by a wall or sill plate below. 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 with 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