1021 Atlantic Blvd #953 2013 column repair (2) A
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2 — L6x4x1 / 4 LLV77
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MIN �� � � ro��� r
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CA-P F� 10X1 / 2x10
W / 4 - 112110 BOLTSWE
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0 FULL WELD CAP F� T� Kx
T ❑ BOTTOM OF NEW ANGLES s ��
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i 3 1121' 0 STD . PIPE COL ,
BASE It 10x1 / 2x10
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W / 4 REB # 4x10
( 4 1 / 4 " MIN EMBED )
EXIST C
��� _ � ._ . . �. _ _ ON� r SLAB
GROUT
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.ELEVATI [IN
N . T . S .
AUG 12 2013
By ___ ___--
.WORK NOTES
( 1 ) TEMP . SUPPORT STEEL BEAM ( W10X15) IN PLACE
( 2) CUT OUT THE DAMAGED / TRUST BOTTOM FLANGE
( 3 ) WELD 2 -L6x4x1 / 4 LLV ON EACH SIDE ❑ F
DAMAGED BEAMS ( 4 REQUIRED)
( 4 ) PRE- FABRICATE THE COLUMN ( 3 1 / 2 ' 0 STD PIPE )
CH
ofP�Gog�P WITH BASE t 10x1 / 2x10 & CAP t 10x1 /2x10
FFGE
W 10 x 15 ,�w o�1�L�N
a � �013' ( 5 ) THE BASE I SHOULD HAVE 3- 5 / 8" HOLES
TO RECEIVE L4 — RFB # 4x10 " ( 4 1 /4 " MINI EMBED)
( 6 ) THE CAP t MAY HAVE 4- 5 / 8 " HOLES TO HAVE
2-L6x4x1/4 LLV, 4 - 1 / 2 " BOLTS TO NEW L6x4x1 / 4 ANGLES ,
OR FIELD WE
I
�. LD CAP F� TO NEW ANGLES AS SHOWN ,
I I,
0
-- - ( 7 ) PROVIDE N ❑ N- SHRINK GROUT BETWEEN BASE
=L
AND CONCRETE SLAB.
BENT Sl_
CTI❑N
I T❑ BE UT OUT
AUTO DAMAGE TO BEAM & COLUMN OF COVER
WALKWAY IN FRONT OF LITTLE CEASARS
SECTION A SECTION B SECTION C 25953 ATLANTIC BLVD. ATLANTIC BEACH, FL
SCALEI AS NOTED APPROVED BY, DRAWN BY:
N.T.S. S 1 N, T,S, S 1 N.T.S. S 1 DATE:08/03/13 REV, 08/07/13
PAUL S. LI, P.E. #18305 FL
1 DESIGN & CONSULTING ENGINEER
9218 CYPRESS GREEN DRIVE, SUITE 10 DRAWING NUMBER
JACKSONVILLE, FL 32256 130805-Sl
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