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3 x 8 PLANK DECKING, TYP.
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I TYP. BENT - (2) 8"0 PILES 52.1 i 3 x 8 TREATED LAGGING
AS REQ'D., TYP.
POST
w/ 8 x 16 GIRDER, TYP. - 1 08'-0' MAX., 6 x 6 TREATED RAIL 6 x 8 TREATED
SEE 3/S1.1 i PO i CURB, TYP. 8"0 TREATED PILE, TYP. - SPACE
' AT 5'-0" O.C., MAX. - ANGLE OF
9°-5" 10'-0" 9°-Skz" 6" WINGWALL CAN BE
MODIFIED AS NEEDED
30'-0"
iB DGE E13AMING PLAN NOTES:
BRIDGE F M I N G P1. SEE LAN 2. PLANK THIS
DECKINNG At RAIUNGGIS CRITERIA
HOWNGFORRCLASTRUCTURAL NOTES.
1/4" = 1'-0" ABNREVIATION KEY:
U.O.N. => UNLESS OTHERWISE NOTED
3 x 8 TREATED
PLANK DECKING, TYP.
6
TYP. � S21
�2 BRIDGE LONGITUDINAL SECTION
S 1.1 1/4" = 1'-0" 1'y4w 23V47 2-Y; 1Y4" 8 x 16 TREATED
/-GIRDER - SEE PLAN
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f `-
I i
TYP. _ - I _ 00
" PLATE, TYP. -r-
a � 1
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- -- - -=--=I=-----= \X4 TYP.
M I -\ I ------ --- --_
1"0 GALV THRU-BOLTS,
I TYP., W/ �» --- --
a OVER9ZE HOLES IN ° NOTE:
PLATE SADDLE CONNECTION PLATE
i ASSEMBLY SHALL BE
8"0 TREATED PILE NOTCH PILE TO I HOT -DIPPED GALVANIZED.
(APPROX. 12=0 0 \ PROVIDE FLAT
VA
BUTT END), TYP, I SURFACE TO MOUNT
EQ. EQ, PLATE, TYP.
I
- PILE - PILE At GIRDER
flowelm:01
a CONNECTION @BENT
S 1.1 1 vz^ = r-o^
0
m
4 N TYP.
S2.1 OPP. HAND
.. TREATED WOOD
�,--RAIL & CURB,
TYP.
Mmm
I
TYP lb - SEE PLAN
FOR SPACING
\ �' \ BRACING TYP. EA.
BENT,
8 x 16 GIRDER
i I
10'-0" 2'-2"
6' 14'-4" 6"
* OMIT BRACING IF THIS DIMENSION IS 3'-0" OR LESS.
3 BRIDGE TRANSVEER ION
S 1.1 1 /4" = 1'-0"
8 x 16 GIRDER, TYP.
3 x 8 BRACE, TYP.
j
WO (GALV.) THRU-
w/ WASHER & HEX
8*0 TREATED PILE,
- PILE.
TYP, BRACE TPILE
CONNECTION BENT,
�Sj .1 1112"=1'0"
11 10 9 \ 8 "7 6 ---
Ell
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3 1 2 1 1
DES CRI I Ate®
1. THIS BRIDGE DESIGN IS FOR A SOLID SAWN, LONGITUDINAL STRINGER / TRANSVERSE DECK TIMBER BRIDGE CONSTRUCTED
OF SOUTHERN PINE
2. UNLESS OTHERWISE NOTED, THIS DESIGN COMPLIES WITH 'THE STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES (15th
EDITION, 1992)', PUBLISHED BY 'IHE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS'
(AASHTO). DESIGN TRUCK LOADING IS AASHTO HS20-44, (12K MAX. SINGLE AXLE LOAD, 32K MAX. TANDEM AXLE LOAD).
RAIL DETAILS DO NOT COMPLY WITH AASHTO STATIC CRITERIA. RAIL DESIGN IS BASED UPON 4,000 Ib MAX. LATERAL
LOAD AT RAIL POST.
GENERAL STRUCTURAL NOTES:
1. GENERAL NOTES
1.1. METHODS, PROCEDURES AND SEQUENCES C v :. 3N'Si .�L ��.W ARE 7hi7 i�LdI %nvsiii-bojr, np
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE IN fEvni i i Gi
STRUCTURE AT ALL STAGES OF CtNISTRUCION.
1.2. THE CONTRACTOR SHALL COORDINATE THE:,E DRAWINGS WITH DRAWINGS FROM OTHER TRADES AS APPUCABLE.
1.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH EFFECT NEW CONSTRUCTION BEFORE FABRICATING ANY
COMPONENTS.
1.4. SEE CIVIL DRAWINGS FOR BRIDGE LOCATION ON SITE, SITE TOPOGRAPHIC INFO, ETC.
2. CONNECTORS/PASTE
2.1. ALL METAL CONNECTORS SHALL BE HOT DP GALVANIZED. INSTALL ALL ANCHORS PER THE MANUFACTURER'S
RECOMMENDATIONS.
2.2. ALL NAILED CONNECTIONS SHALL BE IN ACCORDANCE WITH 'NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1,
- FASTENING SCHEDULE', UNLESS OTHERWISE NOTED.
2.3. FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED, SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
EDITION OF 'THE NATIONAL DESIGN SPECIFICATION FOR WOOD',
2.4. FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED, SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST
EDITION OF 'THE NATIONAL DESIGN SPECIFICATION FOR WOOD'.
2.5. STEEL PLATES AND SHAPES SHALL COMPLY WITH THE REQUIREMENTS OF 'ASTM A326'.
16. BOLTS AND LAG SCREWS SHALL COMPLY WITH 'THE REQUIREMENTS OF 'ANSI/ASME' STANDARD 'B18.2.1-1981, GRADE
2.
2.7. STEEL WASHERS SHALL BE PROVIDED UNDER BOLT AND LAG SCREW HEADS AND NUTS THAT ARE IN CONTACT WITH
WOOD. WASHERS MAY BE OMITTED UNDER HEADS OF SPECIAL TIMBER BOLTS, OR DOMED --HEAD BOLTS WHEN THE
SIZE AND STRENGTH OF THE HEAD IS SUFFICIENT TO DEVELOP CONNECTION STRENGTH WITHOUT CRUSHING WOOD.
2.8. ALL STEEL CONNECTIONS AND FASTENERS SHALL BE GALVANIZED IN ACCORDANCE WITH 'AASHTO M111' OR 'AASHTO
M232'.
3. BRIDGE LUMBER
3.1. SAWN LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF 'AASHTO M168'.
3.2. UNLESS OTHERWISE NOTED, ALL WOOD SHALL BE CUT, DRILLED, AND FABRICATED AND IMMEDIATELY FIELD TREATED
WITH WOOD PRESERVATIVE IN ACCORDANCE WITH "AWRA" STANDARD "M4".
3.3. PLANK DECKING WALL BE VISUALY GRADED No. 1 DENSE, No. 2, OR BETTER SOUTHERN PINE DIMENSION LUMBER OR
TIMBERS.
3.4. PLANK DECKING IS ROUGH SAWN C�LI N, (UNSEASONED) 3" IN NOMINAL THICKNESS.
3.5. PLANK DECKING SHALL NOT BE I ES FHAN 2'�16` ACTUAL THICKNESS .AND 7-'v IN ACTUAL WIDTH.
3.6. THE MAXIMUM THICKNESS OF PLANK DECKING SHALL BE NO GREATER THAN '�* LARGER THAN ITS NOMINAL
THICKNESS. THE MAXIMUM WIDTH ALONG THE LENGTH OF PLANK DECKING SHALL NOT EXCEED
3.7. LUMBER FOR STRINGERS SHALL VISUALLY GRADED No. 2, SOUTHERN PINE TIMBERS.
3.8. STRINGERS SHALL BE ROUGH SAWN (UNSEASONED) WITH A MINIMUM SIZE OF fib" LESS THAN NOMINAL DIMENSIONS.
3.9. VARIATION IN DEPTH BETWEEN STRINGERS SHALL NOT EXCEED W, SO AS TO PROVIDE A FLAT SURFACE ACROSS THE
WIDTH OF THE BRIDGE TO ENSURE PLANK DECKING HAS FIRM CONTACT WITH ALL STRINGERS.
3.10. CURBS AND SCUPPER BLOCKS SHAL VISUALLY GRADED No. 2, OR BETTER SOUTHERN PINIE ROUGH SAWN TIMBERS
WITH A MINIMUM SIZE OF W LESS 7EtAN NOMINAL.
3.11. RAIL POSTS SHALL VISUALLY GRADED No. 2, GR BETTER, NOMINAL 6" X 6", SURFACED ALL SIDES (S4S), WITH A
MINIMUM DRESSED SIZE OF 5h7 X 5,
3.12. ALL SAWN LUMBER SHALL BE TREAT, ,l IN ACCORDANCE WITH THE REQUIREMENTS OF 'AWPA' STANDARD 'C14' WITH
ONE OF THE FOLLOWING PRESERVA7-o S:
- CHROMATED COPPER A_RE`a NATE (CCA)
- PENTACHLOROPHENOL CON' �)RMING TO 'AWPA' STANDARD 'P8' IN HYDROCARBON SOLVENT, TYPE 'A',
CONFORMING TO 'AWP,A. 4NDARD 'P9'
- ALL RAIL MEMBERS &-,A'- <E TREATEED WITH ALKALINE COPPER QIIANTERNARY (ACQ)
3.13. TREATED MATERIAL SHALL BE FREE EXCESS PRESERVATIVE ON THE WOOD SURFACE THE TREATING PROCESS FOR
THESE PRESERVATIVES SHALL INCLU[ : AN EXPANSION BATH, STEAMING AND/OR DRIPPING TO ENSURE THAT
PRESERVATIVE WrILL NOT BLEED.
3.14. TREATED WOOD SHALL BE INSPECTED AND CERTIFIED IN ACCORDANCE WITH 'AWPA' STANDARD 'M2'.
3.15. STEEL PLATES AND SHALL SHAPES -ALL COMPLY WITH THE REQUIREMENTS OF 'ASTM A4�5'.
3.16. ALL WOOD AND METAL COMPONENTS SHALT BE HANDLED AND STORED CAREFULLY SO AS NOT TO DAMAGE THE
MATERIAL. IF DAMAGE DOES OCCUR, WOQE SHALL BE FIELD TREATED IN ACCORDANCE WITH 'AWPA' STANDARD 'M4'.
3.17. WHEN FIELD FABRICATION OF WOOD IS REQJIRED, MODIFIED SURFACES SHALL BE: IMMEDIATELY FIELD TREATED WITH
WOOD PRESERVATIVE IN ACCORDANCE WNTWAWWPA' STANDARD 'M".
4. WOOD PILES
4.1. All. PILES SHALL BE TREATED SOUTHERN ?I°'E AND SHALL MEET THE REQUIREMENTS OF ASTM ASTM D25.
4.2. DO NOT NOTCH PILES MORE THAN 50% OF CROSS -SECTIONAL AREA, UNLE!rS OTHERWISE NOTED.
4.3. DO NOT SPLICE GIRDERS OR STRINGERS BFi'WEEN SUPPORTS.
4.4. ALL PILES SHALL HAVE A MIN. T1P DIAMETER OF 8". PILES SHALL BE DRI'IEN TO A MINIMUM TIP ELEVATION OF
35'-0" BELOW EXISTING GRADE.
4.5. PILE DESIGN IS BASED UPON THE FOLLOWiN(; CAPACITIES:
AXIAL COMPRESSIVE CAPACITY 17 TONS
UPLIFT CAPACITY _.�. 8 TONS
LATERAL CAPACITY _.�4 TONS
4.6. IT IS RECOMMENDED THAT A GEOTECHNICAL INVESTIGATION BE PERFORMED TO VERIFY THE REQUIRED PILE EMBEDMENT
AND CAPACITIES DESCRIBED ABOVE.
ALE OF TMS DRk**4 WTHOUT VOTIEN CONSENT 00 2P1 ,314 RI IG. P.A. IS STRICTLY PROHIBITM. ( COPYRWT. RPA-
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1 No. DATE REVI`�IGNS ' BY
RPA ENGINEERING, P.A.
Structural Engineering Solutions
102 Regency Blvd.
Suite Al Phone: [phone]
Greenville, NC 27834 Fax: [phone]
Q PROJECT TITLE
BEAUFORT POINTE
VEHICULAR BRIDGE
Chocowinity, NC
DRAWING TITLE
B
FRAMING PLAN & DETAILS
SCALE DEPARTMENT
AS NOTED STRUCTURAL
DRAWN BY DATE SHEET NO.
MBM 11 /21 /07
A CHECKED BY DRAWING NO.
MSR
APPROVED BY
MSR
PROJECT NO.
2007364
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PAVING - SEE CIVIL DWGS.
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PLANK DECKING &
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U-1 I 6 x 16 TREATED
STRINGER — SEE PLAN
9' SQUARE BAR, TYR, TWISTED
TWO (2) TURNS PER FOOT —
PREBORE 1Xe 0 LEAD HOLE &
COUNTERBORE 170 x 0'-10" HOLE
CONE 3 x 8 TREATED
PLANK DECKING
WO x 0'-5' =1 I i=1 11=
6O
L6
LONG CALV. LAG = I _- I
x 16 TREATED
SCREWS 0 14" = I (=lill
STRINGER - SEE PLAN
O.C., TYP.
8 x 16 TREATED
3 x 8 TREATED (TI t I
GIRDER - SEE PLAN
LAGGING, TYP.
TREATED WOOD BLOCKING
8"0 TREATED PILE, TYP.- --
-
, AS REQ'D. FOR LAGGING
ATTACHMENT
-I I
NOTE
STRINGER TO PILE CONNECTION
IS NOT SHOWN FOR CLARITY.
SEE 4/S1.1 FOR ADDITIONAL
INFORMATION.
SECTION { ABUTMENT
S2.1 % 3/4" =1'-0"
APPLY COMMERCIAL
ROOFING CEMENT SEALER
TO TOP OF POST, TYP.
CONE 6x0
TREATED t:URB
SEE CURB ATTACHMENT-/ } � PLLATE WASHER A" x 4" x.
PLATE DETAIL, 1!/S2.1 I 0'-4", TYP. - SEE 9/S2.1
6 x 6 TREATED RAIL POST 6" g•
® 8'-0' O.C., MAX. (S4S) TYP71 . TYP. i
- . SYMM.
ELEVATION @ CURB &
5 GUARDRAIL DECK EDGE
S2.1 3/4"
HOLE 0 -- BOLT 0 HOLE 0 = BOLT 0
9 ' 8
NOTE:
PLANK DECKING NOT
SHOWN FOR CLARITY
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6 x 16 TREATLD
STRINGER - SEE PLAN
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8"0 TREATED PILE, TYP.--'----- "7"
T
CV
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2" f 2"•
4" A'
PLATE WASHER PLATE WASHER
9 1 /4 x 4 x 01_411 10 3/8 x 4 x 0'_4"
52.1, 3" S2.1 3" =1'-0"
12 11 10
7
6 x 16 TREATED
STRINGER - SEE PLAN
9" SQUARE BAR, TYP., TWISTED
TWO (2) TURNS PER FOOT -
`PREBORE %;0 LEAD HOLE c
COUNTERBORE N4'0 x 0'-10" HOLE
CONE 3 x 8 TREATED
/-PLANK DECKING
6 x 16 TREATED STRINGER
BEYOND - SEE PLAN
8 x 16 TREATED
GIRDER - SEE PLAN
4
S1.1
(_'_2 SECTION BENT
�$2._J)3/4"' =1'-0"
'­8 x 16 GIRDER - SEE PLAN
� SECTION AT GIRDER END
-
S2.1 3/4" = 1'-0"
6
19
WIDTH
(AX TYP. (A)W, TYP.
CONE 3 x 8 TREATED
/%-PLANK DECKING
0
70d THREADED -HARDENED
-_--
STEEL NAILS, TYP.
• • -
(SEE NOTE #3)
---- --- --- ---- ----
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NOTES:
1.
ALL PLANKS SHALL BE
CONTINUOUS OVER FIVE (5)
---- -- - ---- ---- --- _
•
STRINGERS, MIN.
2.
ALL PLANKS SHALL BE EDGE
---- - -------SAWN.
4BUTT
3.
USE 9(6'0 LAG SCREWS
(COUNTERSINK HEADS) AT
JOINT, TYP.
CONTRACTORS OPTION.
v
6 x 16 TREATED
PLANK C) EC KI N G STRINGER -SEE PLAN
(_3_FASTENING DETAIL
S2.
3/4" =1'-0"
CURB SPLJCE PLATE' CURB SPLICE
x 6' x 2'-10' (13/S2-1) %ALTERNATE POSTS
— CENTER ON CURB /
6x8x36
CONT. 6 x 8 14" TREATED SCUPPER
TREATED CURB BLOCK, TYP.
n n ff li
II II II II
Id II fi 11
Ell,
it II li
CURB ATTACHMENT
PLATE V x 4 x
1'-0' - SEE 12/S2.1 - SYMM.
ELEVATION @ SPLICE
7 CURB CONNECTION
S2.1 3/4" = 1 `-0"
Y4 0 HOLE, TYP.--------
-a-
— + 2'
4" 4'
POST STRETCHER
11 ATTACHMENT ANGLE - L 4 ),`,, 4 x 3/8
S2.1) 3" - 11-O"
W x 13C SLOT
SYMM.
9 8 7 6
I
CV
cli -- - - -
310
TYP.
0
2 1
CONE TREATED
4 x 10 RAILING (S4S)
b» WIDTH OF TRAFFIC PATH
u;
9"0 DOME -HEAD BOLT w/
TWO (2) PLATE WASHERS A"
x 4' x 0'-4" (SEE 9/S2.1)
0
6 x 16 STRINGER - SEE PLAN
04 i
PLANK DECKING - NO BUTT
JOINTS SHALL BE PERMITTED
®UNTIL
FIFTH STRINGER IS IN
1"0 DOME —HEAD BOLT w/
FROM EDGE OF BRIDGE
TWO (2) PLATE WASHERS "
x 4" x 0'-4" (SEE 10/S2.1)
t i
6 x 6 TREATED RAIL POST
1
0 8'-0" O.C., MAX. (S4S)
CURB
O
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WO x 8' LONG LAG SCREWS
-
w/ OGEE WASHERS -
SEE POST STRETCHER ATTACHMENT
PRE -BORE '�`s2"4 LEAD HOLE,
COUNTER -BORE WO x W
ANGLE DETAIL, 11/821 -ATTACH
w/ %70 BOLTS & PLATE WASHER Y"
3'-7"
4 x 6 POST STRETCHER -
x 4" x 0'-4" (9/S2.1) ON POST END
ATTACH TO THREE (3)
PLAN DIM. (END OF PLANK DECKING)
STRINGERS AS SHOWN
PLAN DIMENSION
6CONE 6 x 8
TREATED CURB
IIF 11
cV 00
END BENT
ANGLE T CURB DETAIL
S2.11) 3/4" =1'-0"
THIS DRAWING
W0 HOLE, TYP.
- SYMM.
1 --
I
6'
TYP. TYP.
2'-10"
13 ATE 318if x 6 x 2"-101'
52.1 1 1/2" = 1'-00
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REFERENCE DRAWINGS
0
REV.
PNO.
DATE
REVISIONS
BY
PA ENGINEERING P.A.
Structural Engineering Solutions
102 Regency Blvd.
Suite Al Phone: [phone]
Greenville, NC 27834 Fax: [phone]
PROJECT TITLE
BEAUFORT POINTE
VEHICULAR BRIDGE
Chocowinet NC
,
DRAWING TITLE
DETAILS
SCALE
DEPARTMENT
AS NOTED
STRUCTURAL
DRAWN BY
DATE
SHEET NO.
MBM
11/21/07
CHECKED BY
DRAWING NO.
MSR
APPROVED BY
MSR
S2ml
PROJECT NO.
2007364