61-08 Oversized Plans 7/2008

REVISIONS I BY
2'
2"x4" POE
4 RAFTER
UNDER Rli
— CONT.
2"X5" LOWER TIES
2"x8" LOWER TIES
AT EA. RAFTER PAIR
(16' DIRECTION)
TYPICAL SECTION
SCALE:1/2" = 1'-O"
GIRDER
(2) -1 3/4" x 14" LVL GIRDER
SEAT CUT ON TO AND BOLTED TO
PILES w/ (2) 5/8" DIA: GALV. BOLTS
WRAP LVL's WITH 30# ROOFING FELT
AND COVER ENTIRE GIRDER WITH
CEDAR TRIM (TYP. ALL 4 SIDES)
12" DIA, P.T. TIMBER
PILE 40' LONG
F L/AIN
SCALE: 1/4" = T-O"
ROOF FRAMING PLAN
SCALE: 1/4' = T-O"
—N— f — vvni-l\rvnI JFUI JUN rVR
BOARDING BOATS AND KAYAKS
SIMPSON HCP 1,81
TYP, EA. CORNER
.) -1 54' x 14" LVL GIRDER
:AT CUT ON TO AND BOLTED TO
LES w/ (2) 5/8" DIA. GALV. BOLTS
ZAP LVL's WITH 30# ROOFING FELT
qD COVER ENTIRE GIRDER WITH
:DAR TRIM (TYP. ALL 4 SIDES)
" P.T. UPLIFT TIE
N. RAFTER - MIN.
3d NAILS INTO
TER AND INTO
)ER
�3 s� (L ♦'� � r
Rm
SHADED PILES TO
EXTEND TO UNDERSIDE
OF ROOF FRAMING
(12"DIA. 40' LONG)
0
O
N
NOTES
1. WORK THIS DRAWING WITH WALKWAY PLANS PREPARED
BY S.A,M.P.S.O,N, AND COMPANY,
2, CONTRACTOR TO VERIFY DIMENSIONS IN THE FIELD
PRIOR TO FABRICATION OF MEMBERS AND COMMENCING
CONSTRUCTION,
3. ALL WOOD MEMBERS TO BE NO, 2 SOUTHERN PINE OR
BETTER AND PRESSURE TREATED WITH ACQ TO A
MINIMUM RETENTION OF 0.4 LB, / CF IN ACCORDANCE
WITH AWPA STANDARDS. TIMBER PILES TO BE ASTM
025 CLASS B PRESSURE TREATED WITH CCA TO A
MINIMUM RETANTION OF 1.5 LB, / CF IN ACCORDANCE
WITH AWPA STANDARDS.
4. ALL BOLTS TO CONFORM TO ASTM A-307 AND ARE TO
BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH
ASTM A 153.
5. ALL NAILS, SPIKES, SPIKE GRIDS AND TIMBER CONNECTORS
ARE TO BE HOT DIPPED GALVANIZED IN ACCORDANCE
WITH ASTM A 153,
6, ALL WOOD MEMBERS TO BE USED FOR DECKING SHALL BE
INSTALLED WITH OUTWARD GROWTH RING CURVATURE
AS EXPOSED SURFACE.
7 - dt-2
t? co
Z
Lu
�6QQ3''
~V
Z
d1
rN
W
2
lV
v
o
au.
0Z
wU
Z
0ui
O
III
m
co
O
W
Z
u
ci
W
Q
0111
z
rr
zQ
Z'0)w
wOz
cum
7-15-2008
SCALE
AS SHOWN
DRAWN H.G.
JOB 3198
SHEET
1
OF 1 SHEETS