1648 SEA OATS DR - POOL FOOTER REV 10-3-18CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach, Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
1 � f
Date Revision to Issued Permit Corrections to Comments
Project Address
' =A -F - r v
Contractor / Contact Name�-=� r`\
Phone
Description of Proposed Revision / Corrections:
F&c4<;�-- i— /?o
Additional Increase in Building Value $'
By signing below, ILE��`` ' ''� PCIIC4 6 a -c
(prii3loq name)
Permit # P ES 6 r 6- 00L�/
Email ea W 1r1 +`.., e k e 0 PI -1 It 1' 66 i
Permit Fee Due $ J5`0 - D (D
<ct (: e -
Additional S.F. C rc 147
affirm the Revision is inclusive of the proposed changes.
Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved'' Denied Not Applicable to Department
Revision/Plan Review Comments
D rtment Review Required:
Buildi-��`'°'
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
tot ®��
Date
1 "x2" OB @ PERIMETER
NOTE: USE 1/4"x3" LONG LAGS INTO WOOD
HOST AND 1/4"x2-1/4" LONG CONCRETE
SCREWS INTO CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT TYPICAL)
SPACING 24" O.C. AND WITHIN 6" OF EACH
PERPENDICULAR MEMBER. #14@18"O.C.,
U)
#10@12"O.C,
0
1"X1"X1/16" ANGLES 2" LONG
WITH 1/2"x2-1/4" LONG S.MS.
AT EACH LEG (TYPICAL EACH
SIDE, TCP &- BOTTOM)
2" EMBEDMENT (Min.)
i -I X2
0ST at CORNER (Typical)
a. I - #5 CONT.
21500psi FIBER
0.2 - 4-4 CONT,
FX27'01.3 C M PERIMETER FASTEN DER
OR SE.LF
c. 3 - #3 CONT,
MATING OR HOLLOW POST
14
18
2-10 S.M.S. FROM INSIDEE FACE OF 1x2 00
#8 #10
MINIMUM SPACING 5/8" 3/4"
0M EDGE (Min.) 5116"
INTO SCRFW SPLINES OF HOLLOW GIRT
(I" EMBEDMENT
Har M Coffield
2743-1Rd.
MINIMUM)
G'DE
F_
2",x2"H0LL0'VV HOWZONTAL GIRT
\0
SLAB 11_rH THTC KENE0ED434mi-
OF 11 j
ZORIDN
NO FE: USE 1/4"0" LONG LAGS INTO WOOL)
REBAR OPTIONS
1.105T ANL) 1/4;*x2- i/4"" LONG CONCRE'FE
a. 1 - 45 CONT.
SGRFWS INTO CONCRETE OR MASONRY
b. 2 - #4 CONT.
c. 3 - #3 CONT,
CONSTRUCTION (1" EMBEDMENT TYPICAL)
SPACING 24" O.C. AND WITHIN 6" OF EACH
PERPENDICULAR MEMBER.
1x2 t
HOST at GIRT
C
(2)#10 S -M.'S.
FROM INSIDE FACE OF POST
INTO SCREI
V SPLINES OF HOLLOW GIRT
(1" EMBED
ENT MINIMUM)
POST
2"x2"HOLL
HORIZONT
W
L GIRT
1x2x1 CUP ATTACHED TO
POST W/(2)#1Ox3/8"TEK
SCREWS 2x2 SLID OVER
CAP AND ATTACHED W/(2
#10x3/81' TEK SCREWS
RAIL TO POST
I
I "X2" OB CONT. W/1 4' TAPCON @ 24- O.C. W/2"
EMBEDMENT (Min.)
= POST
2'fx2`tx. 125 ANGLE EACH SIDE OF
POST, 2 #10x3/4" S.M.S. INTO
POST & 1/4" TAPCON W/2"
EMBEDMENT (Min.) IN CONC,
2" EDGE (Min ADD ANGLE FOR EACH 2" POST
(See ABOVE)
GRADE,
POST AT BASE (Typical)
EXISTING
4" THICK
SLAB (Min.)
RE -BAR OPTIONS
titwAIVI a E POST SIZE #8 410
2x4 2x4 10
a. I - #5 CONT.
21500psi FIBER
0.2 - 4-4 CONT,
REINFORNGED or
c. 3 - #3 CONT,
6x6 10/10 W.W.M.
14
18
841
#8 #10
MINIMUM SPACING 5/8" 3/4"
0M EDGE (Min.) 5116"
#14
1.
112"
Har M Coffield
2743-1Rd.
4",r HICK
G'DE
SLAB (Min.)
_080
SLAB 11_rH THTC KENE0ED434mi-
OF 11 j
ZORIDN
REBAR OPTIONS
8" (Min.) NEW P6UR
a. 1 - 45 CONT.
@,EDGE OF
b. 2 - #4 CONT.
c. 3 - #3 CONT,
EXISTING SLAB
6" OVERLAP (Min.)
811
EXISTING
GRADE >4" THICK
SLAB
FOOTING AT EXISTING SLAB
2500psi FIBER REIN- 4" THICK
FORCED or 6x6 10/10VW.M. SLAB (Mj n.)
134ING SLAB ON GFA�?'C_
REBAR OPTIONS -`-
a.
I a. 1 - #5 CONT. 8"
b. 2 - #4 CONT. GRADE
c. 3 - #3 CONT.
Ti
RIBBON FOOTING tit -Olt
am
GENERAL NOTES and DESIGN D_ETA_'
ILS
1. The 2017 Florida Building Code is the basis for design wind load as per
Chapter 20, table 2002.4.
2. Pool/Patio Enclosures and Screen/Glass Room Additions are designed to
be attached to a permanent structure of adequate capacity.
3. The Contractor shall verify that the host structure is in good condition and
of sufficient strength to support the Proposed addition.
4. The exposure is Per site location. "C" for structures along the coast and "a"
for all others,
5. Mean roof height shall be less than or equal to 30 feet. The height of the
addition shall not exceed the height of the host structure.
6. Concrete shall be 2500 psi (min.). Cover of rebar shall be 3" (min.). !',?ab
thickness shah be 4" {rain.). Fiberniesh may be ijseu fr. iiau of welded wire
mesh.
7
Foundation shall bear or compacted subgrade w&i '1500 psi(MITi,)bea(i
ng
capacity.
8. Slab or. arade shall be Lise(' for roof areas less Vian 360sq-fl.. orto; posts
with tributary areas less than 75 sq,ft.
9. Pile type footing shall have #3 rebar, 12" long, thru pest enh way.
10. Embedded aluminum Posts shall be isolated to prevertt.corrosion.
11. Posts supporting carrier beams shall have adequate foundation or hold
down capacity, a minimurn of I cuhc favi 01 concrete foss ead, 10 squalc
f
of --';oreen roon,
11 The Pool/Patio bearn spars iZ ,,i
typical details shown are oi'is._"
13. Maximum purlin spapp!, 1 iternasl ar
spails over 39 feet, sit uiv-
14. Cable is required
?mare than 1181,'ron!
15- One pair nficables
16, Fasteners shall
112.' in is for decking nn
17, Self4apping SMSshal,' be stain es �'Zirlc ccate_d�.�
1& All members shall tae isolated as recorrinjerd rev� i 1,
corrosion.
19. Al! attachments fflusti)tXletrate 2" (min.) in'c
20. Paver bed can be no thicker than 1 tf
POSTS17
ZE B,,, NUMBER. I!- SCREVVC
titwAIVI a E POST SIZE #8 410
2x4 2x4 10
#14
el
2x5 2x2i 10 8
2x6 2A 10 8
5
5
5
2x7 2x5 14 12
2x8 2x6 16 14
10
12
2x9 2x7 18 15
2x10 2x8 22 20
14
18
MINIMUM SPACING AND EDGE DISTANCES
#8 #10
MINIMUM SPACING 5/8" 3/4"
0M EDGE (Min.) 5116"
#14
1.
112"
Har M Coffield
2743-1Rd.
Jackson
32246 V%GEN
OF 11 j
ZORIDN
3-3052 VONAL
IWC sonaI@9majI.com
PYRIGHT 2018 T DETAIL SHEET
PERRYE RESIDENCE
1648 SEA OATS DRIVE
ATLANTIC BEACH, FLORIDA
PRE DEVELOPMENT AREAS:
LOT 117915 S.F.
IMPERVIOUS INCLUDES:
EXISTING HOME, DRIVE,
WALKS,PADS. 57212 S.F.
TOTAL IMPERVIOUS 51212 S.F. =.44 °
DESCRIPTION
AREA
LOT AREA
ll
�
- -=--L
SQ. FT.
( )
FT
S •
( Q )
F1 H
C
ff ft
Wtd C
IMPERVIOUS
5212
111900
1.00
0.44
PERVIOUS
6 688
,
11 900
0.20
0.11
NFPA 101 LIFE SAFETY CODE
RUNOFF CO. (C) _
0.55
NEW594 S.F..
DRIVEWAY: 1 598 S.F.
PERVIOUS I
{ 1 '•
PRE . DEVELOPM -- ; 1 0': POOL TERRACE: PERVIOUS
ENT RUNOFF VOLUME — 0.55 x.11, 00 S.F. x 9.3 In. 12 in. ft
PA1�ER
! _ .d ; PAVERS 809 x.5):
493 S.F..
V — 5,072 cu. ft. e a
' FRONTWALKWAY:PERVIOUS
l
TERRACE f
PAVERS (90 x.5): .45 S.F.
• _ ROU�l OR AD
1 UTILITIES IN VICINITY OF PROPOSED
_ I _ _ 1 POOL AND PUMP AREAS: (GRAVEL) 0 S.F. "
_
}_
1 P f�r A/C PAD: (CONCRETE) 9 S.F
i 1 d
it d TOTAL IMPERVIOUS: 5,817. S.F.
_
ALL BEDROOMS
1N. TI --IIS, RESIDENCE
r . I 4a , a °/a OF COVERAGE = 5 817-- 11,900=.49%
- -- - - - -- -- - - - - -- �� �� - a� a •- " I q. d I TO - ,
- - - _
f I - --- --- --- --- - -- - --- --- - �. {a dd
E�I� I� THE
EMERGENCY ESC
PE AND FIRE
l
i I f
POST DEVELOPMENT AREAS: NEW ONE { `�.` a REQUIREMENTS BY HAVING AT
t a
e ` I �, AST O IN OPENING PER
- � '!-:• � `• LE N W DOW
: STORY PORCH t � :;. .g - .,- ,
�4 e: I
LOT _ 11, 900 S.F. 1 - -
ADDITION
I 1
I
ROOM OF 5.7 SQU RE FEET AND
d I d Q HE SILL REQUIREMENTS {..,�F
w la ``a {.. Q f
MEET T
a
- ��, 111
BUILDING AREA 3,168 S,F. NEW I ; e. 4'' , " da ® LESS THAN 44" A
--- e ; FINISHED D
- ' � <a d . �, ABOVE FINIS
GRAVEL J I:.. T T
f f I FLOOR. REFER TO WINDOW TACE
I. 1 I d,,
t I c
EQ IP'
4
' - C
DETACHED GARAGE 594 S,F.
1
E e a ORRESPIING ROUGH
,. AND C ,
AREA { t
I•. :I. OPENING SCHEDULE.,.:
DRIVEWAY, POOL TERRACE,
WALKWAY PADS; -: 0
2,055 S.F. f I �t
PAL
I o
f -
A FOUNDATION•3 �(S(
s.d �i..ik R C-� EX -SHALL
TOTAL IMPERVIOUS 5 817 S.F. =.49/ ° i o
--------;r e 4I e4 PERFORMED AND COPY OF THE
I I a
I , I
SURVEY SHALL BEON .T
HE SITE FOR.
f
r_:Yic7inrr� 1 �► J,. : THF R[ m migr-. 1N.gPP `'T0Pq PPIr)
DESCRIPTION
AREA
'` ---- ----------------I-------a
ll
---_-
- -=--L
NATIONAL ELECTRICAL CODE 20'1 A
(S Q. FT.)
f`C'f
4:
E
1:.
IMPERVIOUS
51817
111900
FLORIDA FIRE PREVENTION CODE 6th EDITION
0.49
PERVIOUS
61083
11,900
t
I I
NFPA 101 LIFE SAFETY CODE
RUNOFF CO. (C) =
I
l
STORAGE VOLUME PROVIDED:
PROPOSED COVERAGE:
tr f
{r ,
d d
r to {
F LOT AREA. 11,900 S.F.
i s
f
EXISTING
d. a �d a -
T.:
CURRENT CITY OF, ATLANTIC BEACH BONING
I
Ia
f
POOL
I ea j '•a -
HOMES F 3,1G8 S.F.
AND CONSTRUCT ON CODES
NEW594 S.F..
DRIVEWAY: 1 598 S.F.
PERVIOUS I
{ 1 '•
PRE . DEVELOPM -- ; 1 0': POOL TERRACE: PERVIOUS
ENT RUNOFF VOLUME — 0.55 x.11, 00 S.F. x 9.3 In. 12 in. ft
PA1�ER
! _ .d ; PAVERS 809 x.5):
493 S.F..
V — 5,072 cu. ft. e a
' FRONTWALKWAY:PERVIOUS
l
TERRACE f
PAVERS (90 x.5): .45 S.F.
• _ ROU�l OR AD
1 UTILITIES IN VICINITY OF PROPOSED
_ I _ _ 1 POOL AND PUMP AREAS: (GRAVEL) 0 S.F. "
_
}_
1 P f�r A/C PAD: (CONCRETE) 9 S.F
i 1 d
it d TOTAL IMPERVIOUS: 5,817. S.F.
_
ALL BEDROOMS
1N. TI --IIS, RESIDENCE
r . I 4a , a °/a OF COVERAGE = 5 817-- 11,900=.49%
- -- - - - -- -- - - - - -- �� �� - a� a •- " I q. d I TO - ,
- - - _
f I - --- --- --- --- - -- - --- --- - �. {a dd
E�I� I� THE
EMERGENCY ESC
PE AND FIRE
l
i I f
POST DEVELOPMENT AREAS: NEW ONE { `�.` a REQUIREMENTS BY HAVING AT
t a
e ` I �, AST O IN OPENING PER
- � '!-:• � `• LE N W DOW
: STORY PORCH t � :;. .g - .,- ,
�4 e: I
LOT _ 11, 900 S.F. 1 - -
ADDITION
I 1
I
ROOM OF 5.7 SQU RE FEET AND
d I d Q HE SILL REQUIREMENTS {..,�F
w la ``a {.. Q f
MEET T
a
- ��, 111
BUILDING AREA 3,168 S,F. NEW I ; e. 4'' , " da ® LESS THAN 44" A
--- e ; FINISHED D
- ' � <a d . �, ABOVE FINIS
GRAVEL J I:.. T T
f f I FLOOR. REFER TO WINDOW TACE
I. 1 I d,,
t I c
EQ IP'
4
' - C
DETACHED GARAGE 594 S,F.
1
E e a ORRESPIING ROUGH
,. AND C ,
AREA { t
I•. :I. OPENING SCHEDULE.,.:
DRIVEWAY, POOL TERRACE,
WALKWAY PADS; -: 0
2,055 S.F. f I �t
PAL
I o
f -
A FOUNDATION•3 �(S(
s.d �i..ik R C-� EX -SHALL
TOTAL IMPERVIOUS 5 817 S.F. =.49/ ° i o
--------;r e 4I e4 PERFORMED AND COPY OF THE
I I a
I , I
SURVEY SHALL BEON .T
HE SITE FOR.
f
r_:Yic7inrr� 1 �► J,. : THF R[ m migr-. 1N.gPP `'T0Pq PPIr)
DESCRIPTION
AREA
LOT AREA
ARE
(SQ. FT.)
(S Q. FT.)
f`C'f
Wtd licit
IMPERVIOUS
51817
111900
1.00
0.49
PERVIOUS
61083
11,900
0.20
0.10
STORAGE VOLUME REQUIRED:
RUNOFF CO. (C) =
0.59
STORMWATER STORAGE
REQUIREMENTS
ARE
% IMPERVIOUS
RUNOFF VOLUME
PREDEVELOPMENT
11 3900 S.f.
44%
5,072 Cu. ft.
POST DEVELOPMENT
11 1900 S.f.
49%
51441 cu. ft.
STORAGE VOLUME REQUIRED:
369 cu. ft.
STORAGE VOLUME PROVIDED:
382 cu. ft.
e restricted to the originoi site for which it is pre—
pared and publication thereof is expressly limited to
a Q:. e• s• a a .. a. a such use.
! Jou No: �7-21 Shee1, No: