Attach-5-Drawings-1.pdf

GENERAL NOTES AND SPECIFICATIONS·

1. ALL LUMBER SHALL BE N0.2 SOUTHERN YELLOW PINE. SURFACED FOUR SIDES (S4S). ALL

LUMBER SHALL BEAR THE GRADE STAMP OF THE GRADING AGENCY (SOUTHERN PINE INSPECTION

BUREAU)

2. ALL DIMENSIONAL LUMBER SHALL BE PRESSURE PRESERVATIVE TREATED WITH WATERBORNE

COPPER BASED SOLUTIONS IN ACCORDANCE WITH AWPA UC4A (FOR GROUND CONTACT AND

FRESH WATER USE). THE TREATMENT AND RETENTION RATE SHALL BE ACQ (ALKALINE COPPER

QUA TERNARY) AT 0.40 LBS/CU. FT. OR CA-C (COPPER AZOLE) AT 0.15 LBS/CU. FT. ALL FIELD CUTS AND PENETRATIONS SHALL BE TREATED WITH COPPER NAPHTHENATE (CuN) IN

ACCORDANCE WITH AWPA STANDARD M4.

3. TIMBER PILES SHALL BE 8x8 OR 8 INCH ROUND SOUTHERN YELLOW PINE. IF ROUND PILES ARE USED, 8 INCH MINIMUM BUTT DIAMETER SHALL BE MEASURED 3'-0" FROM BUTT END. MINIMUM TIP DIAMETER SHALL BE 6 INCHES. ALL PILES SHALL BE ONE PIECE FROM BUTT TO TIP. PILES

SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD UC4C FOR FOUNDATION

PILES. TREATMENT SHALL BE WITH CCA (CHROMATED COPPER ARSENATE) TO A MAXIMUM

RETENTION OF 0.80 LBS/CU. FT. TREAT ALL FIELD CUTS AND PENETRATIONS IN ACCORDANCE

WITH AWPA STANDARD M4.

4. EACH PIECE OF PRESSURE PRESERVATIVE TREATED WOOD SHALL BEAR THE AMERICAN WOOD

PRESERVERS BUREAU (AWPB) TRADEMARK.

5. TIMBER PILES SHALL BE PLACED IN PRE-DRILLED HOLES OR DRIVEN INTO PLACE. MINIMUM EMBEDMENT OF PILES SHALL BE 6 FT. BELOW FINISH GRADE. WHERE EXPOSED PORTION ON PILES

IS GREATER THAN 6'-0", EMBEDMENT LENGTH SHALL EQUAL EXPOSED LENGTH.

6. ANCHOR BOLTS AND THRU BOLTS SHALL COMPLY WITH ASTM A 153 AND BE SUPPLIED WITH 2

2" SQUARE WASHERS AND 1 HEX NUT. ALL TO BE HOT DIPPED GALVANIZED.

7. GALVANIZED METAL FRAMING ANCHORS, JOIST HANGERS, ETC. (COMPLYING WITH ASTM A 653

CLASS G185 OR BETTER, UNLESS NOTED OTHERWISE) SHOWN ON THE DRAWINGS ARE

MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY, INC. AND ARE SHOWN TO ESTABLISH A

STANDARD OF QUALITY ONLY. EQUAL PRODUCTS BY OTHER MANUFACTURERS WILL ALSO BE

ACCEPTABLE.

8. MECHANICAL FASTENERS, HANGERS, CLIPS, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDED METHODS. CONTRACTOR RESPONSIBLE FOR ENSURING JOIST

HANGERS AND HURRICANE CLIPS ARE FASTENED WITH THE RECOMMENDED AMOUNT AND

MATERIAL OF REQUIRED NAILS OR SCREWS.

9. ALL NUTS, BOLTS, AND WASHERS SHALL BE HOT DIPPED GALVANIZED. ALL SCREWS SHALL BE 3"

GALVANIZED DECKING SCREWS.

10. CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS.

REINFORCEMENT SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION A-615, A-616, OR

A-617, GRADE 60.

11. SITE LOCATION OF PROPOSED PIER SHALL BE AS DIRECTED BY THE REFUGE MANAGER.

12. PROPOSED SITE MAY REQUIRE MINOR SITE CLEARING AND GRUBBING OF SMALL TREES AND

UNDERBRUSH. TREE STUMPS SHALL BE REMOVED AND REMAINING VOIDS BACKFILLED AFTER

CLEARING.

START OF PROPOSED PIER SHALL BE

V

FIELD DETERMINED. SEE NOTE 11.

I 2x10 BLOCKING 2x10 JOISTS

@ 16"0.C. MAX.�

2-2x10

CROSS

BEAM

r

2x10 JOIST

�I H@ 16" O.C. (TYP.)

SIMPSON STRONG-TIE le-Wi==ll-.li==IU-,I H2.5 (OR APPROVED �r-Tll lr-71 lrT7'"

EQUAL) HURRICANE CLIP

AT EACH JOIST-BEAM

CONNECTION

4x4 HANDRAIL

POST PROVIDE

BLOCKING WHERE

JOIST IS OFFSET

(TYP.)

2x10 JOIST

•11 IHANGER

(TYP.)

.,.-- AT MID SPAN----. / ' '

t

I ••·,{·� : I

II rr - + -II--- - ::J ,!I ?j � -II - 1t!li ,!1 11111 - II-

\ ;}:j:• - ...,,I 4"f/ . 1

� l,t:;:;. I I I "' I ,_,-

I I I ·" I t:;-r ·

I : t;f� :_ / ---r- 1\- {

,- ', - 1-- - - I-- - 1--- - - - -

, __ / ' \:.� y ll I •

B • •

I I 8x8 TIMBER PILES I II I

@ 10'-0" O.C. TYP.

� 0 ' @L@ 10·-o" 1 10·-o" 10·-o" 10'-o" 1 o·-o· 10·-o· 1

2·-11·; II �l-d�

I

1 2 3 4 5 6 71 II�

"BASE BID"

PILE AND FRAMING PLAN

SCALE:¼." =1'-0"

I"

21f-6" I I

I

I, �I@ h, 'b I

'i::, --+----< K

'b I

'i::, -

--+----< J

'b I

'i::, -

I 0 -

--+----< H

• 0

• I

(2) 2x10 -

JOISTS

-+-_, G

• I

--+---< F

• 0 I

'i::, --+----< E

I

'i::, --+----<D

'b I

'i::, --+----<C

'b I

'i::, -st

F 0 0 < 0rn

F 0 0 < 0rn

N F 00< 0rn

F 0 0 < 0rn

(Il w "' < (Il

F 0 0 < (Il

N w> F 0 0 < 0rn

F 0 0 < 0rn

---.----< B >---+

• 0 I

0 -st

F 0 0 < 0rn

-------{ A >----�

NOTE: EXPOSED

CONCRETE SHALL 1'-6" 8"

HAVE A BROOM I ---t------t���

P.T. 2x6 DECKING

"BARK SIDE UP" ½J"

GAP, TYP. FINISH

N

2,500 PSI

CONCRETE

#4@24"

4' 4 I•

. ,:r, NOTE: PROVIDE A MINIMUM

OF 3" COVER FOR ALL

REINFORCING STEEL

2X10

2X8

¼." MIN. GROUT AS

REQ'D FOR LEVELING

¾" ¢ X 12"

ANCHOR BOLTS

(TYP.)

(8)#4 BARS X

6'-7){' LG.

©s�L;;. ;.�� .. G

SECTION

6" 8" 1'-

·a. · 4 ,d A �··

¾"¢ X 12" :·.i

.• ••. ANCHOR ..

BOLTS 4 •

·. 4 · •I

( TYP. ) ------1... .' •. . • . . ... I ,'

I

;d

4. 4 . . . : d

�. 11 .6

4 :. I

. .. +.. -·_ � .. 1·-:

• • j .

4-· . �·

I . 4 j � �

'4

,· • .,.,I_ • I

•• :.I :.:,. ·1 · •·...

,:r, • _.;, ·1

·u·

2,500 PSI _j

CONCRETE

. I

ON COMPACTED

SUBGRADE

@s:L;?. ;.�� .. G

�1-st 0)

'<I' I

'<I' I

'<I' I

'<I' I

�1'<1' 0)

PLAN

' �IN

DETAIL

SAMMS W.O. NO. 2018316407

PR NO.

DATE REVISIONS

NOTE ON PAPER SIZE:

CHK.

PIEDMONT NATIONAL WILDLIFE REFUGE

POND 2A FISHING PIER

DRAWN

PLK

BY

ORIGINAL DRAWINGS ARE PRODUCE

ON 24x36 SHEETS. ANY OTHER SIZE

PLOT MAY NOT BE TO SCALE

DATE

7 /7 /11

PROJECT

NUMBER 4R-GA-269-42 SHEETA-1 OF 5