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04/20/17
(2)SIMPSON STRONG TIE
APA4 HD ANGLE WITH
16'
STN22 HEX HEAD WASHERS (2)SIMPSON STRONG TIE APB44 POST BASE THROUGH BOLT ALL CONNECTIONS WHERE
AND SDWS22323DBB SCREWS WITH STN22 HEX HEAD WASHERS AND SDWS22312 DBB SCREWS
(2)SIMPSON STRONG TIE
POSSIBLE. LAG BOLT WHERE THROUGH
BOLT IS NOT POSSIBLE. SCREW 1X4
APA4 HD ANGLE WITH _ 20'-4-21" BOARDS TO STRUCTURE BENEATH, O
STN22 HEX HEAD WASHERS \i\.1 1 ALL FASTENERS TO BE GALVANIZED.
g AND SDWS22323DBB SCREWS " ;
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F.-- ram p NN U3 - 1/"EYE SCREW @ 36"OC 4'TYP 8' 1'-82"
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BI ��' 2X6 RS CEDAR PURLIN n '<3 555 yFj��. , V
RDSMOUTH CUTI I-5 5E CjILLIo ry x 3
4X6 RS CEDAR BEAM
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4X4 RS CEDAR POST 7.8 8'-9" /o. 7)7,0
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-- Dn9ha!Date of LicensUfe
-/ QO 0 %"X 12"WEDGE ANCHOR ��
PENETRATE STONE CAP (g) 1X4 RS CEDAR BOARDS ?'� 9 O V
MIN 8"INTO CONCRETE EVENLY SPACED 4X4 RS CEDAR LEGS F Po '`�
a a/
PLAN VIEW 2X4 RS CEDAR RAILS,CROSS MEMBERS AND DIAGONAL BRACES 4,4A, p ����\ (-
7'-8"
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r"---Nr
- 5'-10" -
INTERMEDIATE POST ABUTS WALL I I
I I I
END POSTS ARE ALSO SCREEN POSTS 2' / \ /
J
SHADE ARBOR CONSTRUCTION DETAILS
NO SCALE SIDE ELEVATION END ELEVATION
PLANTING BENCH DETAIL
NOT TO SCALE
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I
U
GATE,GATE POST,COLUMN w
AND GATE ACTUATOR BY OTHERS
4" -
WEST ARBOR BEAM rn
t- 3 4X4 RS CEDAR POST ..• SOI
6'X 18"CONCRETE CURB
' WEST ARBOR/SCREEN POST
Cie
pis it
(2)#4 BAR CONTINUOUS TRIM TOP AT 45° ,• --
BUILT UP RAIL/BLOCKING/TRIM
/ TOOL EDGES 3'-5" 2X6 RS CEDAR TRIM TOP AND BOTTOM 2X6 RS CEDAR TRIM TOP AND BOTTOM ASSEMBLY FOR CONTINUOUS
Clui
ALIGNMENT OF WEST SCREEN
4 6"CONCRETE PAVEMENT WITH FIBERMESH 2X4 RS CEDAR RAIL,3 PLACES 2X8 RS CEDAR BLOCKING,TOP AND
��, OVER 6"COMPACTED CLASS 6 ROADBASE MATCH
SCREEN BOTTOM,2X6 AT CENTER. RAM SET OR x f 1X6 RS CEDAR PICKETS
/ 6" - 0 1X6 RS CEDAR PICKETS
WEDGE ANCHOR TO CONCRETE WALL
f
_ 10 NOTCH AROUND CAP AS REQ'D BUILT UP RAIL/BLOCKING/TRIM T.'
r 6 — — 1 6 I 6 ASSEMBLY FOR CONTINUOUS
/ ALIGNMENT OF WEST SCREEN O
— ,,~1 1X6 RS CEDAR PICKETS
} III t � � , .;,::-...,,:„.44-',..4..;- _�� i ALL LUMBER TO BE ROUGH SAWN WESTERN
7 -1 I -1 1-1 -1 I �'
-111-11E -1 -III=1 = 1_1 �- ==111=1 —111= I- 6' — at— �/ ,, —u1—w; �-� � —Li- RED CEDAR.
3'-6" -I - -1 = -111=� :; �E =_ _ n=n-n r rw�ill l= COMPACTED EARTH BACKFILL °o�n�I=u=n�Ii�n 11 D '_ = �' ALL FASTENERS TO BE GALVANIZED OR Ni u
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ILII-11=1� 7111 null II IMI II II-II
11- - . ' ' 11�11�11=Ilk�lldll-I�II�I Y
1 1 1- 1=� 1_1 1 H. 1_I I- 2"X 36"STAINLESS STEEL ROD 2'-10" =11=11 1 �'i n II _ - A A STAINLESS STEEL.
+ 111::-,-,---z---1_ - = _ 'n��Il11 I=' n 1��°���°_T!1 I-n n nen n'r L� 4
=-111===. 4 /EWE: - -� 111= PROVIDED BY OTHERS TD ��! 111= _�_ = L.
-III- - INSTALLED BY CONTRACTOR _ - -
-f I 11 TYPICAL OF 4 �::-'" !• -II I - I =- Ce
ilWi L•gte,4I 1 6"WASHED GRAVEL 1 1141 3 11�n0n I
-„t� = II-,l _ rumI�I[-T(f-1111 II
"II =11 1k4=4,--u-
- CONCRETE FOUNDATIONCL
f —�1C ii Ri
18"X 3'-6", 3000 PSI CONCRETE
(4)VERT AND HOR#4 BAR TYPICAL SCREEN CONSTRUCTION-SECTION SCREEN CONSTRUCTION AT EX WALL-SECTION SCREEN/WALL/ARBOR CONNECTION
TYPICAL OF 4 NO SCALE NO SCALE NO SCALE
Ce
WEST BETTY FORD ACCESS/EGRESS GATE
SCREEN CONSTRUCTION0
DETAILS CONSTRUCTION DETAILS L.L
NO SCALE NO SCALE
(2)SIMPSON STRONG TIE (2)SIMPSON STRONG TIE
APL4 BEAM TO COLUMN APL4 BEAM TO COLUMN
TIE WITH STN22 HEX HEAD TIE WITH STN22 HEX HEAD
WASHERS AND SDWS22323DBB WASHERS AND SDWS22323DBB
SCREWS SCREWS
SIMPSON STRONG TIE SIMPSON STRONG TIE
APB44 ADJ POST BASE 4X6 RS CEDAR APB44 ADJ POST BASE
WITH STN22 HEX HEAD BEAM WITH STN22 HEX HEAD
WASHERS AND SDWS22323DBB WASHERS AND SDWS22323DBB
SCREWS
\i.,.:: 4X4 RS CEDAR �' SCREWS
POST
P IT
%"X 10"EMBEDDED ANCHOR BOLT spays°; %2"X 10"EMBEDDED ANCHOR BOLT TRO
a,a,
,off `�� yt DESIGNED BY
4' ea
12"X 4'CONCRETE FOOTING V;` YS � 12"X 4'CONCRETE FOOTING TRO
3000 PSI CONCRETE T� wA
T3ya 3000 PSI CONCRETE
i<'.>k' .. y et. 3 n°,o %,sA; DRAWN BY
1'
CHECKED BY
FILE NAME
TYPICAL ARBOR POST AND BEAM CONNECTIONS 2/6/17
NO SCALE DATE
TOV JOB NO.
VARIES
SCALE
D- 1
SHEET