1662 E Park Ter ACRS20-0233 Revision Submittal ALL
Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED
ON
' '"`u��: HIGHLIGHTED IN
, : City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT 14://('/-'S26 y G/;c_
ED Revision to Issued Permit OR n Corrections to Comments Date:
Project Address: /6 2 C 0i/c /ei ui e 'ii5/
Contractor/Contact Name: /A41/141-1/ `< /Z 1`-etF "Y
Contact Phone: J(.��'�l.- "-26?9 Email: �/1-/a'k�„C't°.� TC� /i(e, GG^c t
Description of Proposed Revision/Corrections:
L-Li I U LULI
BY:
I affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Wi roposed revision/corrections add additional square footage to original submittal?
No ❑ Yes(additional s.f.to be added:
• Wil roposed revision/corrections add additional increase in building value to original submittal?
o ❑*Yes (additional increase in building value:$ )(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
❑ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
\ .•
r.
AliJ?;if•✓f
fd2?,/y4' —
3
12-6.
1]'-x)' saw IOW
e'-r u•-e• e•4 x'-o• 116-2'
4. II a060yyItR. SN 5C 0s.K
lilli
II Grill . 11 f i M .SII �,b.
pp
iMffillialiMil � ii0i iii 11 I • TB'8'K13' p 6
___
i p '' . I 11 °! !I p'—_^'�•' -'�--- me• a-a•_-•lLY-���-�'l�_ee-l��.i—'•.-s
®
I V��' a •..�.'.� Ii �. '!Ft' I m. 1 i iii 1 .1. ,,,, , ni,A•aoao N rept SN. d*".."
*". l
oRY M _ i II I ■ �� ii h •e.•Il.• eD'rOR.ev 1OR.
CO..FAD 1�cSM ,,.u, 1c.12
bl
r/- 1� 1IiiIV'cpP
�I :Ip1 . . - 156'x18' qg '''
II 1 ., ' 0 1
1 IIIENCH 004';, I 044111
i .IG.p
,la f,
n - +`e' IIIiBLLI�i Z� l•i �e-e-
i-416- mow
1 hi 62.-20.. ,
7 a IIII war J ._.._ , '.. y ',.,104
104.._ ,'•'ri /
irrt-NTW
•,.i�4I -n.1s1etRAGe
y26 6"x28 4 IIt. !OMMO. ' "M .e••wR.,!' UI g . xxogpx .°e°o.p1 � f'�`.' ■I:•Fmaw.,.e`er _H=n• `-e �' i.�l �.o ice•'J. :�. GI.
e bat-r'��_ �i rim q. � t`
30105w 1010sx -
A .DV•ron h ev 1�iL, :Aft_
e
' 1 •4Y stn.
.r ff.9M •JOse 9M 1 �, '
.w ,,_____.2,0_-____ Tb' e4 r,y_ aY 14-'fi 1.O'- a,a'�a
f
MY" �.••• 4
e-te M'4
I
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
BEARING WITH THE ROOF TRIGS ENGINEERING
PRODUCED SPECIFICALLY FOR THIS PRO.ECT
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZE-5 1 LOCATION.
--5- 7/74/ / . w
--5- 7/74/
4 (//t.,/
a
M-r" PLR. •I-]•lk- , •t0• MING• f
1i � •b__f.b_,�,_ G'4__ r-y xi„t_!.r_ S< �,T.T_b _.�S•_ DV 14,L• _S.-T_ 9-0 _W__�,
r
1
1 •Tc M SN. +�r��J FJR ; 30+•F6. FA. ritg FB. +-�v+�,F •pJ° M]O 3M.
`}-__. •TY •T'O•ND0. •1P MOR •l0"rort. ;D'wR•DSD' •lP Imo. • • b•rot __yr'rR
(nam KIDS
ARRM.2 l...""i i, I -: t4 li.
p•
156"x11' •
'`I'll' 0� �,15'08 r `� •-' I •, t4'
2-20l, '1I ml q O TV , e
1 tall , e IP' . 1 IIIV/' 4 . 'IS ,,' 7 -_Li i' ! t
.-.. - /t �Fer'2 n71-12• 1 ISI _-_ -_
liejliri i G. 11 ' t-fl1+451. t?
I
r R4.4
• r-- 2
4 •.
-- ---- ,- 3050 sN. .750 sr
I •To•Mxe.•TO i,
•
1 �V• II'< • I]*O 1-T17. IOW 1
,r, 46'4w•'-- m-s• I/ NAY / 1
1 I L J
• J
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
BEARING WITH TIE ROOF TRUSS ENGINEERING
PRODUCED SPECIFICALLY FOR TNIS FRO-ELT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES I LOCATION.
:In
r
J) kJ fil-,.Lc / //1
3
T7b• k
u•-lo• 940' ww
1-D' 19-10• 9'O' '! 9Y' 9'-0' 14'-0'
906D�H. •.'•5M -•SH
IIIN
Grill
y
1 mm,
0. _
? f 20'6%13'
•
In n Ib_ IW 12..-6 SY u/I :I 9'-0`__ __. Ilse_ _. -Hy-_} ," -0 _4•—•_–f
I NA III
;„ il f •1• �� \\\
j�9 , Iyy M•D.•9040`q�• a.�ey SK SK
®. C '• " ee. •..it, I' � BFf. •e 'I•- 60 w0.. 'HDR.
t WIC,PAD I {1•a•�I •1R IC � o� 1 lI' D
• .�_.
;]it , Ate•'. , -�' , I !Tom
II` hi
[ j 1 1 '. T.
11
2. _ `''J 1 Ir off ' 9 OMER'S
\§V - - !,� ., o j'12'6" n II ® .�
20+0 I-1 I.,., . ,i=n.''"'� ..... ,
II 15'6 x16
81,4y-ii? r'!--f
I or :9, 0 ti
, ,. :,,s,...,v.rid, isii...„0.11, ,,,,,,i ,, .1 , II
T,, 4F__ -T' I I w
i RIIsuimisec.istai,'•]Tllr'"1•^E'C'or iliRlio. '.D \F
41a
15.8'6 . �!�'�i �[ 3�F�' l r
z
4 —, �N, � m;11 SII �_
11 n'-6 . :.... 7.x":27 • . ---444.- -s•<•
igo
c § Ei. ^ OSI
R.
R z BAY
GArzr G"i .16 i 1, 1 j... �? '.�� •1� .s .
y11 26'6"z20' e § . .1 ,n--r'! •e•
d .o• s'1. 11.5• �• 'PA fil®.,.= "
z -a'--
it 9 b , •IIIGjOR.•"4-1. ■'I� r f b
— 6411- ;IF.:
•e'b wa t .k R4R. _ �•
. '0'wR. •4.
wRIqt'
WHY 4.-o' _f1. 6,W 9-0' 94T OOP 4, 1'0' 3.,61,__r,.6.
31.0 6'i' e'-0' Jr, 10'-0' e'0 -r-o•
/ TM' 90' / 6'• 0
./ e`6• / 61."0.
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
BEARING NITH TSE ROOF TRUSS ENGINEERING
PRODUCED SPECIFICALLY FOR THIS PROJECT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES 4 LOCATION.
LG
r i L
),t/-1
,H- Nv}' w'b FAT bSW •O' , 1440• f
I j-, , b'-0• i'}Y 6'-0' 1_I9• i4i _9'4_ 9'4• r__ •a•_ r__ ]+6�_-__ i`°' rte•--s
---- -4' _ - t -_Y-•—
I I
I i0i0 N. SM +�c�+�qJ F6. 9016 rB. _�-+-{p FB FB B. 1050'J�S� ��Jp�SM
I •Ter • IIOR 6119'ION. N'110R• LION 6ED'IOR 16 •1'0.012 6iC 1012.
IP
L7,4
pp ,2 ,W3 § '. ",'_ RM,3
6
15'6"x14' �� Y x18' F i/'x14' _
141iiik I IV.,206,
11072:4
�� �•�� N.151�
•---- .w..-.---1,4
r
r I.
11111
' 1 I
I
-,f r o 111
r ,iw I I'-0' s 1-__I L.. 1 I
I q
tym a
rRI6N 11'411'.
}},
I
o96a ix le
1OR
\
'i -. ---- 90506N ZOOS.
•10.MR TV'I
•.-•• , My. ,' '-- --, WV* 12,40'/ I / B
I 1
I. .1 L J
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
BEARING WITH THE ROOF TRUSS ENGINEERING
PRODUCED SPECIFICALLY FOR TNIS PROJECT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES I LOCATION
7�
. e,,e,,,,.75,;;--(•,,:f
f�„,0/y /4-( /J
T]'-0' h
3Z•-b' / MP-, 16,21
----
/
Ir �I " - /°
!? gifiah i.av � I t GOYO.
aPATIO
o we i� a.&
ai 2x;s m Y 20'6'x13' a pTr Q
F t� .� -0 S•_]'---�I .: .i
9',0• _f__ II'-0' _ -�y'- S''d�y.0. 1'A• –'
R
SOW
®. I I `�I, �.► •• •. ' fig - I :e0_r. 1k511. +SR __���
11
'1 1111
tt GONG.PAD ij T. lr��. 'LJ��. �ii � ' I'' r I.,.--•.�
i l' illi ! .1 kkII!!
0 145.1
9 i1 r�?�:- ,I-. I! i OWINER'S �
— �i ..�rIllin ' �� YiA �- itii
I'•A 15'6'x18' ^9
El it-4
'to i
.), -..-4 7i,,,,,in,1'4 1+1T-AMMI I P- " :301 ' r: pzi. . -1 ;
x 4' � t III "'Ift i >t
•N g
- -
- LiN 111:111giini '
a o 9 err. • I F,�2� ' $
1 8 6" n ri'd Ill I I I A •1 _
•
X5'pP_x 4�7,i 11[:Cn YIetaJi ��
` I'IHIO'h° /6 ' P RL Df t6. LIP '_
•
g BAY 1
.bat 4 +i PwA ;1 f lib ttd §I �•i Mm fl irk n
y q z6t•[sSx'4�- ik 1 ii[ I,� S'rfi =�, •bV,DRn°'
'���x I ' Y S•MebO¢ •SG6P�.- ,6,111
__— •9'C NOR.s •1/ y e'.a rrrj•- fOR'!e''a+�'-4:.. �.�! _ *S'i wa +I
ive
IN
I 7 4•MDR.
.}-firN S�ypJp�9M 9N• : FO.
•Tg IDR. •I HUT*.
/ 6'-6 / a•'' i
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
BEARING WITH THE ROOF TRI155 ENGINEERIN&
PRODUCED SPECIFICALLY FOR THIS PRO-ECT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES x LOCATION.
,l
I^
s112(74/ w
r'I ).174
3IY4.
41. 1.1.4,'-' -// Mab" 01.]• 61-01 - • 14 •
I 1 �_ VA__ Y ____A,_.. _ T_IO•„'J41 _S'4•_ -0 d• „_ALT_ D1,b• „ _S.,_ l+O _SY•_—�
Ir -_TI— —.'ll- —TI-
1
1 DODO H SN. FAI DOM ha. _�-'�q`FB. J o Fb. +'a��qJ F 9050 N. 9H.
` OlD• I •HDR •HIM TV•11DR.)D•Nu. fr'O' •o HJrt. 'O• tb•1oR
MC 11
*NC �-'w I
6 MRM.2 � � s lir i T ya>. •
I� 15"6"x14• �'� H IS�x18' F Al 14' _
- ! l� gra"
V
a,oae 'q�co. m 1!�a" 2.20ae
- q AiriiaA A
I I. _i VIP X17 �o .�
I !t �_J a 4�a.9 I I may. •%
tiN 1r 111= _ i �I II I
,V• 10'•o• 'e'..I °-.�1 .14.4?.; 1O.141-r IRI I 17+#• � '-Y D 10.-4/
ilit
I. tie ` ",` '11T]1+Vti
' , 1
RITIWIR4 pg t
RIi_ 11'x 11'Q 111
r-
I ,
`♦6. 514 1
I °_IroR..i'o•soR ' V
N• ms• �1 ed --A— 'x`17'4 1/Y•Id, IS-0•
1---V• �I
10'4• .,� L /1 �°'-"' I/ wa•
* r { C'
F- v
I I
I I L J
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
BEARING WITH TI.E ROOF TRUSS ENGINEERING
PRODUCED SPECIFICALLY FOR THIS PRO.JEGT.
ENGINEER TO VERIFY EXTERIOR LOAD FEARING
PAD SIZES 4 LOCATION.
t`:
D k3,,2 t,:�s /22,10. 35,0T c./11
-
.e-r
A
DCeO-N •-•SX D060 9M
4,a II
1
I� r F COVb
a§^
Ii 6r7 h ^I (I I.11:. � II pg7,p a .
,:US. } 208.3x113' 4 t g
�-4 rD,
er EI1ii
513 5060 155 3047 5 II 5(41•0 SH
a �:35121° i1• II w •
S WIT \9. al4
. wlrE _��J I ii
! - T� 15'6"x18' ^9
T-^l { -4
p I
a 1. °T�° Ell �� I ��a °�? •; a
\ O - I D• -RxlN. -
d G - ,1 �-7�III
•
1s'xe'6• . a c. jlirP or''�lui LIH-
III1 goy j® 7 - ,
AW
ZHt0' a I !
t- R.xSH
s d 26 66x20' R +-s_I �.... f t.__ I . .e wR)I^
2 Drs p h-h,-- ^ \
ININUM Vv.,. it7.1 F.0.-:t•
•2 et4 ]CZtl. 9•'MM n'
�pJp D__ .DO'IOR DG•ImR.' yq
1...\ TD'OR TbD10R 1 .,O FNM .,
,f_ 6'4 .*_—_«_—.4_ 6'0_-•'_D' '_T „__I.O_ .4
4._I '_f D'_D_ T_6f
2ro• DV• TC' F, 10-, ,. eo• / To• /
71'-0• N'!' DV• .•T'r
64-0'
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
SEARING WITH TIE ROOF TRUSS ENGINEERING
PRODUCED SPECIFICALLY FOR THIS PRO.EGT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES I LOCATION.
I l' •
vp,f;,s-its WA?
r i ),11''
-I
J-1'- ' r�,py. v-r mew' ••a �. 14,40• /
,k- i ' °'-0 - i—t'- - _---r-. -D4•-' --r---r-444, �'�•- 94.6. 24. -str- eyi--s=°•ir --r.
i
I 9050 M lat.. «sw9FA I 0046 Irb. • ➢•Fp :tr.!. F4.I •OOTb•Nrt
S''.
_•, 7
}
• I
P[ RM. =SI:f7 9 `d-Ai- 1s3.RM.3 f
75'6"x14• 7.4. i�X18. F 11'x14' Y
10 44'IN i,
ISIIii: k
� '2'07 Y
. \ / (
iG '' L
.IC.q � .LG
,
I
RISK. ar
-- -�
_
--Jr NIMilI M
II
45n
• 0 • GOW• )I I 1
it
R
4V• 100 -/ / TTT104/
/
oom 20
l • R9 ` 511R �-- �' �x � x.
• ; � - i--
tir, ._
- 0 „Ell/
RASH. I 11.411'•1
4 rrt.LG4
• •
I 2640 sM
of
9090 ya y�!yO�1
TO.MR.Y•lYY NPR.
R\\
6I f1-4r--f 4'r t-4—!'_ 946• 4•a• �i
S / ry. / tlw /I •Y: ./ 17.0. _--I/2,10•/ d-O' I /, �
I L J
NOTE:
ENGINEER TO VERIFY INTERIOR ROOF TRUSS
BEARING WITH TIE ROOF TRUSS ENGINEERING
PRODUCED SPECIFICALLY FOR THIS PRO-ECT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES 4 LOCATION.