1719 BEACH RESA17-0023CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
R,ec p- 0.,623
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Date '? f 3 1 Revision to Issued Permit_ Corrections to Comments_ Permit #43I -/'9-63 �f
Project Address % .7 / C� Al L q. TY 1� �
Contractor / Contact Name _ M C.y N {�-, u -1 00
Phone b LC a.lc:q g 06 Email L.C, m C. A IQ
Description of Proposed Revision / Corrections: Permit Fee Due $ 5-0-00
Additional Increase in Building Value $
Additional S.F.
By signing below, I 6'7� tj A 17„J-1 C c(1nC ti� s� affirm the Revision is inclusive of the proposed changes.
(printed name)
Signature of Contractor/Agent
must sign if increase in valuation)
(Office Use Only)
Approved Denied
gIJ3Z/ �
Date
Not Applicable to Department
Revision/Plan Review Comments 60.4 Atc / 41 ;oi-Z `c - I.,
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
//
11
Reviewed By
Date
0
(2)#4 HORIZONTAL
16" O.C.
DOWEL BARS TO #5 V
RTICAL 8"
MATCH VERTICAL. O.C.
A. FACE
TIE TO VERTICAL
REINFORCEMENT Q
o FULL
GROUTED
12"
CMU WALL
6T/SLAB
'VEL. SE
PLAN
4" CONCRETE SLAB
C M
ON GRADE, SEE 00
FOUNDATION PLAN
GB -1: GRADE BEAM w/(4) 6
AI
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TOP & BOT, ADDITIONAL 1-#5r
r
EA FACE @ MID DEPTH & #3
0
CLOSED TIES @ 10" O.C.
V 11 00
C)•
REINFORCING CONTINUOUS
THROUGH PILE 14"0
UGER CAST PILE
PER DETAIL
1/S1.01
1'-2" SEE
LAN FOR LOCATION
V-8"
�
2 SECTION
�,S1.01 SCALE: 3/4" = 1'-0"
¢
T/SLAB
EL. +21.59 NAVD
T/POOL WALL
EL. +20.93 NAVD
(2)#4 HORIZONTAL
16" O.C.
GRADE
SECTION
SCALE: 3/4" = V-0"
7" STRUCTURAL CONCRETE
SLAB, SEE 1 & 2/S1.02
GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A
MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi PER
ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE
AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP.
MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S.
TYPE N MORTAR MAY BE USED IN BRICK VENEER.
SOLE PLATE
ANCHORS, SEE
1/S2.0
9" CONC. CAP w/(2)
#4 HORIZONTAL
(2)#4 HORIZONTAL
(TYP)
(3)COURSE BOND
BEAM AT STAIRS
WALL FRAMING
PER PLAN
EXTEND
VERTICAL BARS
INTO CONC. CAP
#5 VERTICAL @ 8"
O.C. EA. FACE
FULLY GROUTED
12" CMU WALL
10 FULL HEIGHT WALL AT STAIRS
52.1 SCALE: 3/4" = 1'-0"
WALL FRAMING
PER PLAN
#5 CONT
(2)#4 HORIZONTAL
16" O.C.
#5 VERTICAL @ 8"
O.C. EA. FACE
EXTEND VERTICAL WALL
REINFORCEMENT 6" INTO
FULLY GROUTED SLAB w/6" 90° HOOK
12" CMU WALL ALONG EDGE OF SLAB
CRAW
SPACE
FULLY GROUTED_
12" CMU WALL
#4 BENT BAR GROUTED
INTO TOPPING
36"
6" 1
3" M
�v
6" HOLLOW CORE
SLAB AND TOPPING,
SEE 7/S1.01
#5 VERTICAL @ 8"
O.C. EA. FACE
HOLLOW CORE DETAIL
SCALE: 3/4" = 1'-0"
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