Attach-7-Drawing-3.pdf

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�2x6 DECKING

2x10 JOIST 2x10 BEAM

� PROVIDE 3" OVERHANG FOR

DECKING TO PREVENT

SPLITTING ENDS WHERE JOIST

IS OFFSET AND 1)'z" ON

PROVIDE

BLOCKING WHERE

JOIST IS OFFSET

Vf'--1/

OPPOSITE END.

(NOTCH AT RAIL POSTS)

DECKING OVERHANG DETAIL

NOT TO SCALE

ATTACH CAP TO RAIL

(1) 3" GALV. DECKING SCREW @

12" O.C. AND (2) 3" GALV.

DECKING SCREWS @ EA. POST

2x6 RAIL CAP

WITH ¼." ROUNDED

EDGES (TYP.) -

1��= 2X6 r-01-s:J

N

2x4 PICKETS @ 5" MAX. o.c.�

4x4 POSTS @ c-- EAR TH

WALKWAY

_L �-·,.

1 2 3

1 o· -o" 1 o· -o"

"BASE BID"

4 5 6 7

1 o· -o" 1 o· -o" 1 o· -o" 1 o· -o"

A ,/ I

WATER SURFACE

A-1 I

6'-11" ' 7 1 "

6 - 2

I-

2x6 RAILS ATTACHED

------WITH (2) 3" GALV.

Llr

DECKING SCREWS (TYP.)

SINGLE 2x10 JOIST @ 16" O.C.

OVERLAP AT BEAM

2x6 DECKING

WITH (2) 3" GALV.

DECKING SCREWS

c.o I

8x8 TIMBER PILES AT 10'-0"o.c. TYP.

F

I ' - 11

STEM ELEVATION

"BASE BID"

G s'-o" I 10'-o"

I

SCALE: ¼"=1 ' -0"

I

H tr

BID ADDITIVE 1

1 o· -o"

HHHHHHHHHHHHI

tr

Annr'll""'\VllA A Tr \ , u I 1,VAIIVIM IL

WATER SURFACE

BID ADDITIVE 2 '

I

1 o· -o"

APPROXIMATE --+'I

EXISTING GRADE

BID ADDITIVE 3 '

I

J

1 o· -o" ti, ..,-

1 o· -o"

BID ADDITIVE 4 '

I

K 1 o· -o"

IHHHHHHHHHHHH

tr

L

1'�-4i"

:11:

5 •_o" o.c.

= t h / �·�x �(SEE PLAN) PER JOIST

�PER BOARD

r 1 1 • �� I �?»0,Y/2,Y/2,Y?»?»0,Y/2,Y� I �?»>'»W/2,Y/2,Y))?)),Y/2,Y/2,Y- I �?»>'»W/2,Y?»?»0,Y/2,Y� I ��/2,Y� I �/2,Y?»0,Y/2,Y� 1.��

2X6

J;J/ 2" MAX

i:'J _,.---- GAP

I' I' I' I'

I' I '

-s:j-

- 11 if_,.---- GA p

CONNECT 4x4 POST T0- 2x10 JOIST WITH (2) -f\D

HOT-DIPPED GALV. (HDG)

THRU BOLTS. PROVIDE 2x10

BLOCKING WHERE JOISTS

ARE OFFSET

j_A,.

l�IH 'I' j<;_

8x8 WOOD

PILE (TYP.)

I !I� -$- I ;

I' I' I' I'

I' I'

I

I'-.

" I '"'J

1r .,rn-

T

¾"x 2" x ¼." _/ I

SQUARE STEEL I

WASHER (TYP.) I '

8x8 WOOD I

PILE (TYP.) '

---------,1 }�1-

HURRICANE TIE

SIMPSON STRONG-TIE

H2.5 OR APPROVED

EQUAL (TYP).

5'-0"

I- I-

_.lj_ b

JH

JI' f

2-2x10

CROSS

BEAM

I I I I

8x8 TIMBER PILES AT 10'-0"o.c. TYP.

2-2x10

CROSS

BEAM

i"¢ HDG THRU BOLTS rl------"u.WITH (2) FLAT

SQUARE WASHERS

APPROXIMATE ----'

EXISTING GRADE

o...l I-zZw ::i, 0 w

I

I I

TEE ELEVATION NOTES:

1. TEE SECTION SHOWN FOR ONE SIDE

ONLY. OTHER SIDE IS SYMMETRICAL

ABOUT THE STEM SECTION.

�IN

+-- -s:j-

SCALE:¼"= 1 ' -O"

2. FINISHED DECK ELEVATION SHALL BE

DETERMINED BY THE REFUGE

MANAGER. BIDDER SHALL CONTACT

REFUGE MANAGER TO OBTAIN

ELEVATION PRIOR TO SUBMITTING BID.

3. EXISTING GROUND LINE HAS NOT BEEN

FIELD SURVEYED. BIDDER SHALL VISIT

THE SITE TO DETERMINE EXISTING

ELEVATIONS PRIOR TO SUBMITTING BID.

SAMMS W.O. NO. 2018316407

PR Nn

DATE REVISIONS BY

SECTION1

@ ACCESSIBLE

NOTCH TIMBER PILE 1½" -\I\ ITO PROVIDE BEARING / \...L_

SUPPORT TO BEAM

@scAL;,l,, E

1�

G ST A Tl ON ©s��� .. 17,�.� PIER SECTION BEAM TO PILE

1 CONNECTION

@SCALE: 1''=1'-0"

NOTE ON PAPER SIZE: ��M

ORIGINAL DRAWINGS ARE PRODUCE DRAWN

PIEDMONT NATIONAL WILDLIFE REFUGE

POND 2A FISHING PIER ON 24x36 SHEETS. ANY OTHER SIZE PLK

DATE PLOT MAY NOT BE TO SCALE 7/7/11

PROJECT

NUMBER 4R-GA-269-42 SHEETA-3 OF 5