F-2.17 Backstop Details.pdfREVISION
DATE
E
a
M
N
N
i
D
L_
i
0
6
0
0
0
T
y
0
a
3
.o
iu
0
a
0
Y
U
0
m
N
40'-0"
V-0,'10'-0" 10'-0" 10'-0" 10'-0" '1 '_0
r
2 4
—2.17 F�.l .1, '
1 EDGE OF
TYP AT `
ROOF I :r. ,,;: ;;. _,:.: I ROOF
ABOVE '^cc
-,..x._.''.3 :.fie '�'.�Tr .�" .�.:a;' �� �• "�_aT,-=T+a :'.�:_.
IELD FENCE
DUGOUT COL, TYP 3 POST, TYP
F�.l
DUGOUT ROOF NOTES
1. PROVIDE 4" O.D. ASTM A53, GR B, SCHED 40 GALV STL COLUMNS AT 10'-0" OC TO
SUPPORT DUGOUT ROOF. ALIGN WITH FIELD FENCE POSTS. PROVIDE BASE PL'S FOR FRONT
COLUMNS AND SECURE TO FIELD FENCE POST FOOTINGS. SEE 2/A4 FOR BASE PL DET.
2. INSTALL SHT MET RFG, MET DECK AND FASTENERS PER MFR'S WRITTEN INSTRUCTIONS.
3. COMPLY WITH ALL LOCAL CODES AND ORDINANCES.
4. SET CARRIAGE BOLT HEADS AND WASHERS IN SILICONE SEALANT. SEAL BETWEEN STL
C—PURLINS AND FENCE POSTS ALL AROUND WITH SILICONE SEALANT.
5. PRE —PAINTED MET FLASHING SHALL BE FINISHED SAME AS SHT MET RFG.
6. HEADS OF GASKETED MET FASTENERS SHALL BE PRE —PAINTED TO MATCH SHT MET RFG AND
FLASHING.
L12" DIA FTG L30" DIA FTG
4N da
° aa.
d O
3/8" HARDBOARD
@ EXPANSION JOINT
CENTERLINE OF a _ ° a a d�
DUGOUT SLAB °
a
d ° O
O d
2.5" �-
a a a.
O1 14
#4 REBAR CONTINUOUS EXCEPT AT
EXPANSION JOINTS 20'0" O.C.
1
DUGOUT PLAN VIEW
3
DUGOUT SECTION VIEW
5
CONCRETE DUGOUT -EXPANSION JOINT
F-2.17j
NOT TO SCALE
F-2.17j
NOT TO SCALE
F-2.17j
NOT TO SCALE
20 GA
GALV
MET CLI
24 GA PRE —PAINTED MET
FLASHING. SEAL BETWEEN RFG
AND FLASHING AT EAVE
ASTIC TAPE
—GASKETED FASTENER
r-. AT 12" OC, TYP
C L OF `--M ET
6" 6"�.nUGOUT DECK
DIM PT qL OF MET FENCE
DECK FLUTE POST
AND RFG
PANEL RIB
5" X 8" X 1 /2"
ASTM A36 GALV STL PL
3/4" X 5-1/2" HILTI GALV
O KWIK BOLT 3 HDG, TYP
OL. CONT WELD
�TO BASE PL
3/4", TYP
24 GA PRE —PAINTED MET FLASHING
SECURED WITH GASKETED FASTENER
AT 12" OC
24 GA SUPER —SPAN PRE —PAINTED (DURATECH
5000) MET ROOF PANELS AS MANUFACTURED BY
AEP SPAN OR APPROVED EQUAL ON 20 GA GALV
1-1/2" DEEP B-36 MET DECK WITH FLUTES AT
6" OC. FASTEN ROOF PANELS TO DECK AT 12"
OC PERPENDICULAR TO SLOPE (3" MAX FROM
ENDS) AND AT 24" OC PARALLEL TO SLOPE (5"
MAX FROM ENDS). SECURE DECK TO PURLINS
WITH #12 SHEET METAL SCREWS AT 6" OC
24 GA
PRE —PAINTED MET
EAVE FLASHING
6" X 2.25" 16 GA GALV
C—PURLIN (Sx = 1.186 IN 3 MIN).
FASTEN WITH (2) 1 /4" DIA TYPE
18-8 SS BOLTS, NUTS &
WASHERS SPACED 2" OC INTO
EACH POST. CENTER BOLTS ON
PURLIN
FABRIC
12"
FINISH MIN
GRADE 3 SID
1"
w
6»
18"
° a a
a
a � C
d�
18" MIN
CONCRETE
rPAVING
5
F-2.1
3"
CONCRETE 5
PAD MEDIUM F-2.1
BROOM FINISH
2" (TYP.)
2.5"
CONCRETE SURFACE TO HAVE FINE BROOM FINISH
BROOM FINISH TO BE IN DIRECTION OF RUN—OFF.
STEEL TROWEL EDGES W/ 1 /2" RADIUS.
ALLOW ONLY ENOUGH
SPACE FOR FORMS
UTAM.
2 DUGOUT ROOF RAKE EDGE 4 DUGOUT ROOF SECTION PF-2.
PLAYERS BENCH DETAIL
F-2.17 NOT TO SCALE �F-2.17j NOT TO SCALE NOT TO SCALE
DUGOUT ROOF 1
COLUMN F-2.17
1
FABRIC F-2.9
BOTTOM RAI L
1 " MINIMUM
INFIELD SURFACE
S=1% u
d
a
� C O(
d
� a
0
6x6x10/10
W.W.M
95% COMPACTED
SUBGRADE
CONCRETE FOOTING
FENCE 1
POST F-2.9
EDMONDS
WOODWAY
SYNTHETIC TURF
CONVERSION
Dk, HOGAN
119 1st Avenue South, Suite 110 p. 206.285.0400
Seattle, Washington 98104 f. 206.285.0480
F WAS
G) o
�o oQ) Q
2�S '8 Ex
Cq PE ARG
NORTH
I I
0 20' 40'
SCALE: 1" = 20'
DATE 2-9-2018
SCALE NTS
DRAWN JCH
CHECKED RSH
COPYRIGHT O 2017 D.A. HOGAN & ASSOCIATES
BACKSTOP
DETAILS
SHEET
F-2,17