HomeMy WebLinkAbout0236-00-0030 Permit 22-0237 Rev1 PIER ,rcEly City of Dania Beach REVISION NO_ 0 9 - �V�
Permit Application 2 Z 7
FEB 2 6 2024 Ai-
DA11 tM EA REVISION
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100 West Dania Beach Boulevard �-0000 A. 7
Dania Beach,FL 33004 PRIME PERMIT#
(954)924-6805,ext.3651 or 3652
Is this Revision due to a FAX: (954)922-2687
Code violation? ❑ Yes No
FOLIO# 5o(/a 3 ( 0000 30
OWNER NAME G)4y O4 LOO)Q 0661 e.., 1 PHONE( )
OWNER ADDRESS /0 6 ex) afn 11,i ,art ,8/vd CITY Day 4 19 �A STATE Pt ZIP 3300 4/
JOB SITE NAME QCrVVQ ‘1, C. Pj / ( uo V t,rdeG
JOB SITE ADDRESS 300 A) ied') Pier"
LOT BLOCK SUBDIVISION BROWARD COUNTY
CONTACT NAME 0rQO1I)± Y'D PHONE(7r8 ) 5/0 1(58-1 ,EXT
CONTRACTOR 7:19614/(rqi Allis iq)ince 5604) 4$ PHONE(irzr) Z92 6 0/1„/ ,EXT
QUALIFIER NAME EMAIL3 (
C lJ1 .rO e.,Ckgio.ita.c..L i t. 40'r
Application is hereby made to obtain revisions as hereon indicated.
PROPOSED REVISION .'/IG rin P/djl S t r Gooc)3k cec70rc fieA
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AREA IN SQUARE FEET: VALUE
DEPARTMENT USE ONLY
Occupancy Construction Type MSL
DEPT APPROVAL INSPECTOR REJ REJ REJ APPROVED FIE
ZONING /
STRUCTURAL 02/�IA/
ELECTRICAL !!!
PLUMBING
MECHANICAL
FIRE
PUBLIC WORKS REVISION FEE
CODE COMP.
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SHORING NOTES:
1. TYPICAL SHORING JACK TO BE AS 550 B"
EXISTING SLAB SAFWAY OR ENGINEER APPROVED
REPAIR FORMWORK TO EQUIVALENT
BE BY CONTRACTOR 2. MAX. HEIGHT= 16'-0". IF REQUIRED HEIGHT
EXCEEDS 16'NOTIFY THE EOR.
3. CONTRACTOR TO PROVIDE BRACING BETWEEN
POSTS.
4. X-BRACING TO BE CONNECTED WITHIN 3' FROM
TOP OF BOTTOM OF POST
LI�a ` /- '
TIMBER MAT NOTES:
�' 'i I 1. TIMBER MAT TO BE MIN. 8"THICK
2. TIMBER TO BE TIED TOGETHER WITH MIN. OF(3)
3/4"0 RODS AND WELDED CAP PER 12-0"WIDTH
3. TIMBER MAT TO BE INSTALLED WITH 2 MATS
Q MINIMUM. MATS SHALL BE PLACED AT
2 1) 90°TO ONE ANOTHER.
q 4—3'-0" 4—3'-0"
EXISTING BEAM TO
lir
BE REPAIRED, SEE
1/S K-4
•
Q x \ii
' 1/2"0THRU BOLT
2
2 ED
CD
I \I
1/2" 0 X-BRACE W/
TURNBUCKLE
I I .
TEMPORARY POST
SHORING, SEE I
• NOTES
At /
8"X 8"X 1/2"STEEL
PLATE WITH (2)5/8"
Q LAG BOLTS 6" INTO
g TIMBER MAT
co o p/' //
(2)LAYERS OF
12'-0"WIDE Q WATER LEVEL VARIES
TIMBER MAT -
j;
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--%.i-/%//,i'/i
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® TYPICAL POST SHORING SECTION
661.6622220 6277.01
DANIA BEACH PIER REPAIR SHEET
0 WGI. SK-3
WGInc.com SHORING DETAIL
2035\3STA PARKWAY WEST PALM BEACH.FL 33411
NOTES:
1. DETAIL TO BE WORKED IN ACCORDANCE WITH GENERAL NOTES FROM
DANIA BEACH PIER PROPOSED REPAIR&REHABILITATION PLANS.
2. REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE OXIDIZED
REINFORCING STEEL.
3. ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING
OF ALL EXPOSED OXIDIZED(CORRODED)BARS. IF A CHIPPING HAMMER IS
USED ITS MAXIMUM WEIGHT SHALL BE 8 LBS.
4. CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS
ALONG THE BAR FREE OF BOND INHIBITING CORROSION.
5. REMOVE ALL HEAVY OXIDES, SCALE,OR OTHER BOND INHIBITING
MATERIALS FROM EXPOSED REINFORCEMENT PRIOR TO PLACEMENT OF
CONCRETE.
6.SHORING FOR REPAIR TO NOT BE RELEASED UNTIL CONCRETE HAS
ACHIEVED 5,000 PSI STRENGTH.
EXISTING CONCRETE
TO BE REMOVED TO
SOUND MATERIAL
6" 1'-6" 6"
II
• •
(14)#8 CONT. DRILL,
A
DOWEL,AND EPDXY INTO o
EXISTING PILE CAPS(MIN --M• • N
EMBED 12")
a0
#4 STIRRUPS @ 12"O.C.
DRILL, DOWEL,AND EPDXY • •
INTO EXISTING SLAB(MIN 0 0 Q
EMBED 6")
• • • • • • • •
2.-6"
3/4"CHAMFER,TYP
EXISTING CONDUITS TO BE
PROTECTED AND ENCASED IN
CONCRETE. CONTRACTOR TO
COORDINATE CONDUIT
PROTECTION WITH
ELECTRICIAN AND SUBMIT
SHOP DRAWINGS FOR
REVIEW.
1 BEAM ENCASEMENT DETAIL
K-4
561.687.2220 6277.01
WGI.
DANIABEACHPIERREPAIRBEAM REPAIR DETAIL SK-4
WGlnc.com
2035',1STA PARKWAY WEST PALM BEACH,FL 33411