410 GARDEN LN - REVISION 2-27-18CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date2 - 2'7- 1 r
Revision to Issued Permit i{ Corrections to Commen&-)4(7-ocj�4ts Permit #
Project Address YO G * 2Vx-- NA Wwt:�,
Contractor / Contact Name K1�= N P-\
Phone `l� � � 6 5 -
Description of Proposed Revision / Corrections:
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Email AaN ( � 6 1 q Q, , ce
Permit Fee Due Qy�o, d
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Additional Increase in Building Value $ Additional S.F.
By signor elow, IN,4,
�� affirm the Revision is inclusive of the proposed changes.
(printed name)
SiAiiatur of
2 l
sign if increase in valuation) Date
(Office Use Only)
Approved Denied
Revision/Plan Review Comments L/} lac
Dep, a pnt Review Required:
"IBuilding
g & Zoning
Tree Administrator
Public Works F F p 2 7 2013
Public Utilities
Public Safety
Fire Services
Not Applicable to Department
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41 Reviewed By
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Date
8'-0"
1
16'-2"
4'-10" 6'-6" 4'-10"
(2) MSTA12
2-2X12 2-2X12 2-2X12
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#5 X 24" DOWELS,
DRILL AND EPDXY 6X6 P.T. POST
( MIN. 12" EMBED) W/ ABU66, TYP.
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LEE J. ENGINEERING, INC.
JAE Y. LEE P.E. (N0.31276)
U8 2 7 201$ 10381 Cypress Lakes Drive,
JACKSONVILLE, FL 32256
----- ___ Ph 904-519-1934
Cell 904-234-3518
COA 27140
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#5 X 12" DOWELS 0 48" O.C.
DRILL AND EPDXY ( MIN. 6" EMBED )
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PERMIT N0.
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JOB NO. J1778
DRAWN: JWJ
DATE: 11-06-17
SCALE: SHOWN
DRAWING NO.
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HARDI-LAP SIDING (E) —-
ROOF DECK NAILING PATTERN: 5X5 FLASHING
EDGE: 8d RING SHANK ® 4" O.C. 2X8 LEDGER
FIELD: 8d RING SHANK 0 6" O.C.
12
5/8" CDX PLYWOOD ROOF DECK 3.5
METAL ROOF ( MATCH EXISTING )
2X6 RAFTERS ® 16" O.C.
NUT AND WASHER ( 3X3X1/8") 30# FELT
H2.5A EA. RAFTER.
1X2 TRIM
W/ CONT. MIL. DRIP
1/2" GYP. BD. CEILING
PL. HT.
( MATCH EXISTING) SPRAY FOAM
2X6 P.T. FASCIA 2-2X4 TOP PLATES (SYP #2)
3/8" PLYWOOD SOFFIT
( CLOSED SOFFIT) 1'-0"
MATCH EXIST.
1/2- GYP. BD.
1/2- THREADED ROD, ( MIN. 8" EMBED )
SEE PLAN FOR LOCATIONS
HARDI-LAP SIDING 1/2" GYP. BD.
( MATCH EXISTING) 2X4 STUD 0 16" O.0 ( SPF #2 )
7/16" OSB WALL SHEATHING R-13 BATT. INSULATION
HOUSE WRAP
NAIL PATTERN:
EDGE: 8d NAILS ® 4" O.C.
FIELD: 8d NAILS ® 8" O.C.
1
2X4 P.T. BASE PLATE 4" CONC. SLAB (1) #5 BAR CONT.
F.F.E.
MATCH EXISTING )- - FINISH GRADE-
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i 1 L_ $„
1 6 MIL. VAPOR BARRIER TO HAVE 1
MIN. 6" LAP JOINTS, TAPE AND
° .wa SEAL ALL JOINTS AND PENETRATIONS
COMPACTED, POISONED FILL
(2) #5 BARS CONT.
1 -0" OTE:
1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE
2. MAINTAIN 3" COVERAGE ON REBAR
SECTION
A-4 3/4» = 11 -Opt
(2) 1/4" X 3" WOOD SCREW
INTO EACH STUD
1/2- GYP. BD. (E)
2X4 STUD ® 16" O.0 (E)
-DRILL INTO EXISTING FOUND.
AND EPDXY #5 X 112" DOWEL
® 48" O.C. ( MIN. 6" EMBED )
-CONC. SLAB (E)
8" CMU (E)
FOOTING (E)
HARDI-LAP SIDING (E)
ROOF DECK NAILING PATTERN:
EDGE: 8d RING SHANK @ 4" O.C.
FIELD: 8d RING SHANK @ 6" O.C.
5X5 ;'LASHING
5/8" CDX PLYWOOD ROOF DECK 2X8 LEDGER
METAL ROOF ( MATCH EXISTING 3.5 12
2X6 RAFTERS @16" O.C.
30# FELT -\
1/2" GYP. ISD. —
GYP. BD. CEILING
(2) 2X10 W/ 1/2"
PLYWOOD FLITCH -
4" CONC. SLAB
2 ySECTION
A— q 3/410 = V-0))
(2) 1/4- X 3" WOOD SCREW
INTO EACH STUD
2X4 STUD ® 16" O.0 (E)
GYP. BD. CLG. (E)
CONC. SLAB (E)
8" CMU (E)
FOOTING (E)
2'-0"
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DRILL AND EPDXY (1) 5/8" DIA. X 10"
THREADED ROD W/ 1" DIA. WASHER
( MIN. 6" EMBED )
6X6 P.T. POST SIMPSON ABU66 POST ANCHOR
FINISH GRADE
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(3) #5 BARS E.W.
2'-0" X 2'-0"
NOTE:
1. BOTTOM OF FOOTING TO BE MIN. 12" BELOW GRADE
2. MAINTAIN 3" COVERAGE ON REBAR
'***N FOOTING VETA I L3/491 1-011
CONC. SLAB 1/8" X 1" SAWCUT
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PLI-DECK
2X6 P.T. J(
® 16" O.C.
2X4 P.T. RAIL
4X4 P.T. POST
"
2X2 P.T. PICKETS ci
D 4" O.C.
2X4 P.T. RAIL
-2X4 P.T. DRIP BD.
(2) 1/2" THRU BOLTS,
TYP. EA. POST (2) 2X12 P.T. BEAM
SECTION THRU PECK
A-41 3/4" = 1'-0"
REVISED
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LEE J. ENGINEERING, INC.
JAE Y. LEE P.E. (N0.31276)
10381 Cypress Lakes Drive,
JACKSONVILLE, FL 32256
Ph 904-519-1934
t
Cell 904-234-3518
COA 27140
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JOB NO.
J1778
DRAWN:
JWJ
DATE:
11-06-17
SCALE:
SHOWN
DRAWING NO.
A 4...))