1158 E LINKSIDE CT 2015 WINDOWCITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
BUILDING PERMIT FEE $55.00
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $86.50
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
WINDOW AND/OR DOOR PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
]OB INFORMATION:
]Ob ID:
15 -WIND -676
Job Type:
WINDOW AND/OR DOOR
Description:
door replacemnt
Estimated Value:
$740.00
Issue Date:
3/27/2015
Expiration Date:
9/23/2015
PROPERTY ADDRESS:
Address:
1158 E LINKSIDE CT
RE Number:
172374-5125
PROPERTY OWNER:
Name:
LIEDTKE, DAVID A & DARLENE,
Address:
1158 E LINKSIDE CT
GENERAL CONTRACTOR INFORMATION:
Name:
LOWES HOME CENTERS INC
Address:
4948 TELSON PL QA PETER ANTHONY CA FARO III
Phone: - -
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES
$27.50
BUILDING PERMIT FEE $55.00
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $86.50
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CO
l.Jr�ft Cexi;ff�
>�+a of
;2a� t' ,11 . 1C -DEBRA L CARTER
: Notary Public - State of Florid
•oQ My Comm. Expires Mar 18, 2017'
'••,'��'oi i�`'``'` Commission # EE 874838
... ;i, City of Atlantic Beach
Building Department Frouted
TION NUMBER
800 Seminole Road the Building Department.)
Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 - Fax (904) 2.47 -5845E -mail: building-dept@coab.us
Cityweb-site Ittp://wwwcoab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: / lFire
ment review required Y
ngApplicant: ' ng & ZoningdministratorProtec�, OWorks -
UtilitiesSafetyrvices
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt
Florida Dept. of Environmental Protection of Permit Verified By Date
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department
First Review:proved.
❑Denied.
(Circle one.)
Comments:
6DI
PLANNING & ZONING
TREE ADMIN.
Reviewed by: Date:
Second Review:
DApproved as revised. ❑De
PUBLIC WORKS
Comments:
d.
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
FIRE SERVICES
Third Review:
Date:
-------
❑Approved as revised. ❑Denied.
Comments:
Reviewed by:
Date:
avised 07/27/10
lonaa tsulianng t:octe vntine
Page 3 of
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design pressure: +50.0/-45.0
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL4904 RS I FL01 ID.gf
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE 7, Minimum
Created by Independent Third Party:
Design Loads for Buildings and Other Structures, does not exceed
Evaluation Reports
the design pressures listed. 12'-0" x 8'-0" max nominal size. When
FL4904,R5_AE_5Q1A.Ddf
large missile impact resistance is required, hurricane protective
Created by Independent Third Party: Yes
system Is NOT required on opaque panels, but is required on glazed
panels. See DWG-MA-FLO129-05 for details.
4904,6
Wood -edge Steel Side -Hinged Door
6'-8" Glazed I/S and 0/5 Door w/ or w/o Sidelites
Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4904 RS C CAC NI006110,03_�df
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design pressure: +50.5/-50.5
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL4904 R5 II FL0130.odf
Building Code Including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE 7, Minimum
Created by Independent Third Party:
Design Loads for Buildings and Other Structures, does not exceed
Evaluation Reports
the design pressures listed. 12'-0" x 6-8" max nominal size. When
FL4904 R5 AC- SO2A_,P_df
large missile Impact resistance is required, hurricane protective
Created by Independent Third Party: Yes
system is required. See DWG-MA-FLO130-05 for details.
4904.7
Wood -edge Steel Side -Hinged Door
8'-0" Glazed I/S Door w/ or w/o Sidelites
Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4904 R5 C CAC NI006210.04.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +40.0/-45.0
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL4904 R5 11 FL0131..odf
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute
where pressure requirements as determined by ASCE 7, Minimum
Created by Independent Third Party:
Design Loads for Buildings and Other Structures, does not exceed
Evaluation Reports
the design pressures listed. 12'-0" x 8'-0" max nominal size. When
FI -4904 R5 AE 503.A.Odf
large missile Impact resistance is required, hurricane protective
Created by Independent Third Party: Yes
system is required. See DWG-MA-FLO131-05 for details.
4904.8 Wood -edge Steel Side -Hinged Door
8'-0" Glazed O/S Door w/ or w/o SideliteS
Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4904 R5 C CAC N1006110.04.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +45.0/-40.0
Installation Instructions
Other: Evaluated for use In locations adhering to the Florida
FL4904 R5 II FL.01.31..I?df
Building Code including the High Velocity Hurricane Zone, and
Verified By: National Accreditation & Management Institute I
where pressure requirements as determined by ASCE 7, Minimum
Created by Independent Third Party:
Design Loads for Buildings and Other Structures, does not exceed
Evaluation Reports
the design pressures listed. 121-0" x 8'-0" max nominal size. When
FL4994 R5 AE 50aA.pdf
large missile impact resistance is required, hurricane protective
Created by Independent Third Party: Yes
system is required. See DWG-MA-FLO131-05 for details.
Sack Next
Contact Us :: 1940 nlnrth Monroe Street Tallahassee FL 32399 Phone- 850-487-1824
The State of Florlda is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released in
entity. instead, contact the office by phone or by traditional mail If you have any questions, please
effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wi
official communication with the llcensee. However email addresses are public record. If you do not wist, tt
address which can be made available to the public. To determine if you are a e
REVIEWED FOR CODE COMPLIANCE Product Approval Accept
CITY OF ATLANTIC BEACH M0 RE E
SEE PERMITS FOR ADDITIONAL`"At viruce
REQUIREMENTS AND CONDITIONS
REVIEWED 8Y' O�A'TR' a 7 0
to a public -records request, do not send electronic mail to this
an ema
supply
THIS PLAN MUST BE
ON JOB SITE FOR
EACH INSPECTION
an email
Ittp alfloridabuilding.org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgteluIwHNbblSciO%2baW gLuXJfdLV ... 7/22/201
A
31" 31" -- 1-
7.373"
fi N
`m
0
w � w
D -
! r
o �
-•I N
ITS
MEN
V i
➢ ;o cm(nx
D DO S
C: m m D
�MLf) C�
m
SM0M
om
pmR•-I�lu
? 0 � o
O
0 =
1 S = S
m O
m
m
�Lq
4 MORE �EQUALLY SPACED
6"
4 MORE EQUALLY SPACED
om
:o
6" y 6"
a=
a
rn
rn nri
v
r 7.375"
31" 3t"
z
>ZmC..
m0
c.
O
W
0m
cl)Z0
0
0
Z
0
w
m
FxrEerUR wm nmxr I MASONITE INTERNATIONAL CORP.
DDUBI.E 6'-B' avfD
WW -m STEM ww 1955 POWIS RD.
OR ASSEMBLY: I WEST CHICAGO, IL 60185
ANCHOW LOCA7IONS
k DETAILS
to
41 w
n, - D
�c
KOD-1 -(n>occ-1K r(A�--r(pm-,V1D
tzi_Im NQA
a
co
DKor�z-IOzn
y� •-i
C
�W
C I 0*�C
���0 n(AX>>
Zr g(nom�mx
zc000m>Q' Z
p
O
0 M N -0 Q
-D�
x
r- 5: to cA Op i- O m DZ D
OcpOZZO
-
cm_A ODDtxii
M375"
-'-4tAp�DMDn
31" 31" �.
7-—
bW
Vl-C
0;0
S DS
'ice-'DD�ZnOm -Dpm���Z �ui�
pvVj�Zm Ci�rrl
O0
z- -n
'P
mGZLZN OZ�ulmp-n M
i�
c
m
2 xrrlZ
<7m OC mmO A'TI0 '!E
2@A
AA
-nK(nr-
�O((AA mOr\.> 0����0'1K
Nr
c("
��Or*1
c:
Op� mZ(,aD----��,_..� r
z CC
MA
!SRS
m ( Dx U) 2: rn
Oi M~
azAn
npm2o I DM m �oAci
a 11
z
W_ -zM
m vv
x w z
mN0 'za 0p mrcnrn
O_9
D iz
M-0
Z .W xV DOOWT�'1 �1
1 y
z
= mrZ
DMZ
Or��r-�-I ZmOA2-i
n
O D C
➢ r� D' O
p Otv C N-1 2 D 17Z
.c(7
m =o
m
OS
A �Wy
M (�mr
=� I D��(A�m(1)
mrZ1 �'1 ��
x� rn m �>
G
.pv. Oyu
X�=ZND N={Z--gym m
0
zC) z
apo
(,1 (A 0
mom c1c�
O Z D� C> D
r
0 a: a
pm O�
u
m
O
rn rn
O
R1 '7
m
m
t
4 MORE EQUALLY SPACED
zo
-w
m
z
n U
r. I
o
_ g^ o X
u:
N r
Q D
�1
r
I3
,
w 5.5" ^ 41.250w _
� O
�c
I
�
3���
J D
ccNii
Hm
f
(n � T D
A
� to M 179
°; m
Zy
m N 03—
c
-
z�-
c��
o
mo
I n I
LO O z _•
D:;.
'
47 m D
rn
F-
."IZ1=
o -�
I
n w
_
z
q e
r
_
s
i 'Ns,
oxr,
(n -D Z
-D
p
w w I
-
a
p
> A
oc rn
g
m r>-
-H
O�
m
p
m
_
Z Z
I - 4 MORE EQUALLY SPACED I
ww
P
C)
B m f^
�
(A
r
J
�
_
$y
3
Y
PRODUCT:
.."EXTFMOR
DOOR PRODXr
6' 8^ WDDD EDGE 5lEEL GLAZED
MASONITE INTERNATIONAL CORP.
E9 19 1 1 DETAIL CLARIFICATION
D
11/2/10 MISC UPDATES SWS
I
o
Z
UJfw OODB uw
1955 POWIS RD.
72 ADDED SPACER
''A`tf OR ASSEMBLY:
ANDMW LOCAWNS
u
0
WEST CHICAGO, IL 60185
8 25088 GSCREW ENGTH SWS
DATE BY
$
&��
REVISIONS
__
98109 11 '0,9VJIHO 1S3M
08 sWod X561
'dHOJ IVNOI1VN831NI 31WOSOV
S31ON 7Vtl3N39 W
SO VA373 1VJdAL
WW 73315 390-M
03ZM .Q9 3W=
„i0000Nd 11W0 8okm
�1
iff
i�
l
,OSi'bL 1Na3N 13kYd 7ryiY
Y
ti
S
O
43
n
n�
®
an
�on
e•
i
J
S K Q
J
a �z�
�a�
x1
�o
N
IL
xym ,£s
'%V"
,SLB'lB IROM 3)M-'
iff
i�
l
Y
ti
®
an
�on
e•
iff
i�
l
Y
ti
r—FT_TT
iff
i�
l