248 11th St 2012 column repacement i
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I :'05T5 TO BE MPECTEP. ( H
1, CONTRACTOR SHALL INSPECT TWO P05TS FOR
DETERIORATION AND REPLACE AS NECESSARY AND AS
NOTED BELOW.
If- I �
LINE OF SECOND FLOOR ABOVE
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� OF EXISTING WI0x15 STEEL BEAM ABOVE i
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CARPORT CARPORT �
F05T5 TO 5E REPLACED:
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1. CONTRACTOR SHALL SNORE STEEL BEAM ABOVE w/MIN. � j •
2-44 POSTS,ONE ON EACH SIDE OF POST.
2.REMOVE EXISTING DETERIORATED STEEL POSTS,
INCLUDING ANCHOR BOLTS AT FOUNDATION AND BOLTS t0 I
EXISTING STEEL BEAM ABOVE. I
3. INSTALL. NEW 21i2"0 STANDARD STEEL PIPE COLUMN WITH
BASE AND TOP PLATES WELDED TO PIPE w/ 114"FILLET ALL
AROUND.HOT DIP GALVANIZE AFTER FABRICATION. � I LINE OF SECOND FLOOR ABOVE
4. INSTALL NEW �i?��p x l" EPDXY EMBED ANCHOR BOLTS -------------------------------------- -------------------------------"-----------------------------I-�
INTO EXISTINGFOOTING. / ""r r
5.BOLT NEWEWPOST TO EXISTING BEAM ABOVE TO MATCH 0`
EXISTING BOLT SIZE AND PATTERN,DO NOT ENLARGE U 5 3
HOLES A7 BEAM. WORK U
6.REPAIR SURROUNDING CONSTRUCTION TO MATCH AREA OF UJORK `f N
EXISTING. — cv
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ELEVENTH STREET
,+nzw.9t3
FARTIAL FLOOR FLAN
SCALE: 1/4"=1'-0"
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5COPE OF THE WORK: DATE �Z O �
I. REMOVE AND REPLACE TWO DETERIORATED STEEL ISSUE
COLUMNS WITH NEW FABRICATED HOT DIPPED GALVANIZED Q ® Q
A
STEEL COLGMr1S. INSPECT TWO ADDITIONAL COLUMNS. 10-24-1 U,... � � � q
DRAWN Yc)
44
SHEET OA
24611 d
FL ORIDAjRESIDENTIAL CODE 2010 EDITION �Z` \V A-