1933 W Sevilla Blvd (vault) CITY OF ATLANTIC BEACH
=' 800 SEMINOLE ROAD
tJ ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
t
Application Number . . . . . 06-00033534 Date 7/21/06
Property Address . . . . . . 1933 W SEVILLA BLVD
Tenant nbr, name . . . . . . REPLACE DOORS
Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 1035
Owner Contractor
------- ---- ------------- ------------------------
BALDWIN, DEBRA/WILLIAM LOWE ' S HOME CENTERS INC
1933 SEVILLA BLVD.W. 12945 ATLANTIC BLVD
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225
(904) 486-4701
---------- ------ - - - --- - ----- ------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00
Issue Date . . . . Valuation . . . . 1035
Fee summary Charged Paid Credited Due
----- ----------- - - - ---- ---- - - - - ------ ---------- ----------
Permit Fee Total 40 . 00 40 . 00 . 00 . 00
Plan Check Total 20 . 00 20 . 00 . 00 . 00
f Grand Total 60 . 00 60 . 00 . 00 . 00
I
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
s r CITY OF ATLANTIC BEAgH
s PLAN REVIEW SHEET Routed to:
�~ S kowski
Building Department Public Works&Public Utilities Departments L. Higgins
rJF31>r 800 Seminole Road 1200 Sandpiper Lane
Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper
(904)247-5800 (904)247-5834 D. Kaluzniak
(904)247-5845 Fax (904)247-5843 Fax Public Safety
PLAN REVIEW COMMENTS
Permit Application# 642-
/2 ,0
Property Address:
Applicant:
Project: /a 6 D-oo r�
This permit application has been:
Approved as noted by the &09 Department.
Final application approval must come from the Building Department.
Reviewed and the following items need attention:
Please re-submit our a lication when these items have been completed.
Reviewed By: Date: -4 he�fl
Date Contractor Notified:
i
R E V EC
CITY.OF ATLANTIC BEACH
CITY OF ATLANTIC BEACH
" WINDOWS, SKYLIGHTS, GARAGE DOORS,HURRICANE SHUTTERS
Date:
Job Address: 9331 j -j eA r 1::-)Owner: i ) )v
GC l
Dvhna. (/q,
Address: /-'33 ,�E? I/i l a M1 /-1 6 �!_S t Phone:
Legal Description: Block Number- L t Number: Zoning District:
Contractor: 1,,V S � � tate License Number: /--'SD8(//Address: v? l�L� L ` L!'�!� Phone: l' ��� 7, l
City: C s (J/I e_ State: zip:32-2- -7-S Fax:
Describe proposed use and work to be done:
Present use of land or building(s):
Valuation of proposed construction:
Is approval of Homeowner's Association or other private entity required? If yes,please submit with this
application.
Required Building Data:
Mean Roof Height (ft) Building Width (ft) Building Length (ft)
Roof Slope Window Height (ft) Window Width (ft)
Window Elevation from Grade (ft)
Measurement from corner of building to window (ft)
Number of windows being installed
Mean Roof Height
I I
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.cLatlantic-beach_fLus Revised 1/27/03
Page l
a
Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may
result in delay in issuance of permit.
In addition to the building data,the following information is required:
1. Manufacturer's Test Report with Uniform Structural Load(psf)
2. Installation Procedures
3. Window Description/Type
4. Garage Door Description/Type
5. Skylights Description/Type
6. Hurricane Shutter Description/Type
7. Elevation View of Window Locations
I hereby certify thatWnprovidis kation is correct.
Signature of OwnerDate:I hereby certify thas application and know the same fo be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the
governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true an4 correct and that the plans and supporting data have been or shall be provided required-
Signature
equiredSignature of Contractor. "" "`"` Date: 7
Address and contact information of person to receive all correspondence regarding this application(please print).
Name:
Mailing Address:
Telephone: �4 7 ��(� 7 7y Fax: Q Z 7/0 E-Mail:
AS TO OWNER:
Sworn to and subscribed before me this day of V ,20�.
State of Florida,County of Duval
GRANT GARRETSON Notary's Signature:
$ m� Notary Public,State of Florida p rsonall known
My comm.expires Mar,31,2008 ❑ Y
No,DD 305984 roduced identifica
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of —120 vctl:2
State of Florida,County of Duval
Notary's Signa
K. CUNNINGMAM
.•`:�"Y° Notary public.Soo of Flodd� ersonally known
my Com E�Fab 28, ❑ Produced identific
y Convri" +6fi�DDi 523638 Type of identification produced
•'Iq�i�~N•r` BQ�1dad B "a- "'"Ndaumn Ate•
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atlantic-beach-fl.us
Revised 1/27l03
Page 2
Improving Home Improvement
8529 South Park Cr.
Suite 430
Orlando, Florida 32819
Bus. 407/370-2872
Fax. 407/352-6309
Limited Power of Attorney
Date:
To: Building Department
From: Peter Anthony Cafaro III
I hereby name and appoint Maria O'Reilly, of Lowe's Home Centers, Inc. to be my lawful attorney in fact to act
for me to egister my license and apply to
� Q for a permit for work to be
performed at a location described as:
(Address of Job) / '73 /4
(Owner of Property) 4/01//,-/
And to sign my name and do all things necessary to this appointment.
Thank you for your assistance.
Sincerely,
Peter Anthony Caf o
Area Installed Sales M ager
Primary State Qualifier 1508417
Sworn to and subscrib efore me this J6 day of Lln, 005.
No.public :►��"� ., Rebecca Velez
My commission expires WOMMIE N# DD176963 -W-.,:`
January 12 2007
'FoF BONDEDTHRUTROYFAININSUBANCE INC
Florida Building Code Online Page I of 2
+► Ar f �: •
n
APPROVALPRODUCT
PioductType Detail
r r qr 4r '4r I ■
Overview Product Search Organization Product View
Search Application Attachments
User: Public User -Not Associated with Organization- ■
N..Ped_Help?.
Application#: FL18
Date Submitted: 08/04/2003
Product Manufacturer: Masonite International
Address/Phone/email: One North Dale Mabry
Suite 950
Tampa,FL 33609
s
Technical Representative: Steve Schreiber
Technical Representative Address/Phone/email: 1 Premdor Drive
Dickson,TN 37055
(615)4414258
sschreiber@masonite.com
Category: Exterior Doors
Subcategory: Swinging
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Code: Section Standard Year
TAS201 1994
TAS202 1994
TAS203 1994
It Certification Agency: Intertek Testing Services-
APPROVED ETL/Warnock Hersey
CITY OF ATLANTIC BEACH
� BUILDING OFFICE
Quality Assurance Entity:
� JUL 2 0 2006
Validation Entity:
Date Validated: By: _ W 08/11/2003
Authorized Signature: Steve Schreiber
sschreiber@masonite.com
Performance level of the product and conditions or
limitations of use: None Known
http://www.floridabuilding.org/pr/pr detl.asp?IPT=I8&f n=ROQrch PIA All 10
Florida Building Code Online Page 2 of 2
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
Product Approval Method: Method 1 Option A
Application Status: Approved
Page:
Cep; Page 1/1
Pp/Slood-Edge
Product Model#or Name Model Description
18.1 Steel Door Units
CouvrgM and Disclaimer;02000 The State of Florida.All rights reserved.
hup://www.floridabuilding.org/pr/pr detl.asp?1PT=18&fm=ROSrch 3/29/2004
CastLm_qae port Validation
Entry Systems 1
WOOD-EDGE STEEL DOORS
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in tlnroMes elNQR T9 < 9 Inforteton—r4tablk from f2
MasoNte webshe
L2 a va a a c (wwwrdte to te.com)or the
corner.� � � � g g � g MasoNte tedutlW comer.
® Intertek Testing Services
Castl apReport1
Entry Systems #3026447B-001
WOOD-EDGE STEEL DOORS
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n4a f447 N N N N N N N N N N N
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in this matrix provides lddbne!
4 N � � 9N9e MforrtWbn-avellabk from theCD
Masome website
I $ Z ¢ o` (www.masorVte.com)or the
M $z Mas«Vte teftical center.
® IntertekTesting Services
X 1 ' l4I I
Opaque Inswing Unit
WOOD-EDGE STEEL DOORS
APPROVED ARRANGEMENT:
Warnock Worawy
Test DO Fieview Certificate/30264470.
/30264478,/30264470 and COPRest
�VaBdation Mabh 13026147A-001,
7&001,/3026447r.001
provides additlonal Infomr0cin-
C avallable from ft MINH website
Ghetto some m),ewe M j or Matorite tecMical corder.
Nota:
Units of other sizes are covered by this
report as long as the panel used does not
llj exceed 37 x 8'8".
Single Door
Mcdmum unit size•Tr x 61'
Design Pressure
+76.0/-76.0
huffed war uYess special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is NOT REQUIRED.
Actual design pressure and imW reslstar%requfrennads for a specific buhdmg design and geographic location to determined by ASCE 7-nnorul,
stale or local k"%codes specify ft edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed—see MAD-WL-MA0001-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed—see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
Do 00
0 00 0o 00 0000
00 00 00 00 00
Rush Arch Top 3-panel 4" New EngiwW 4-panel Eyebrow 4-pand 8-pand
131313 0P 00 00 0o
013 1313 1313 130
9 panel 5-panel 5-pand Wb scroh Eyebrow 5-panel Eyebrow 5-panel with scroll
June 16,2003
W co,k. ina wwam of ono d hpmwarMre m*n"Gelfc loom,deign acrd MAO
dere skied to dory.shorn POWE
X 1 ' 1 1
Opaque Inswing Unit
WOOD-EDGE STEEL DOORS
CERTIFIED TEST REPORTS:
NCTL 210-2929-1
Certifying Engineer and License Number.Gerry Ferrara,P.E./11965.
Unit Tested in Accordance with Miami-Dade BCCO PA201, PA202 and PA203.
Door panels constructed from 26-gauge 0.017"thick steel skins.Both stiles constructed from wood.
Top end rails constructed either wood or steel. Bottom end rails constructed from either wood or steel.
Interior cavity of slab filled with rigid polyurethane foam core.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN ACCORDANCE WITH
MIAMI-DADE BCCO
PA201,PA202&PA203
COMPANY NAME
CITY,STATE
To the best of my knowledge and ability the above side-hinged r�
exterior door unit conforms to the requirements of the 2001 Florida
Building Code,Chapter 17(Structural Tests and Inspections).
Test Dau Review Certlflcate 13026447A.
130264478,13026447C and COP/rest
saBd ition Matra/ation-7A 001,
26447&901,I3026447C-001
Provides additional hdorrtm9an-
available from the r=webstie
(www.etlsemlm.com),the MnDnhe
webshe(www.masor>he.com)or the
Masw&technical center.
State of Florida, Professional Engineer
Kurt Balthazor,P.E.—License Number 56533
Jona 16,2003
Ox c MVM of rudlid evrIN&MMrtWes Vidfmb0m,6n*n erd V0=
d"nmled b"V WOW roace.
X r 1 X111 I
Unit
SINGLE DOOR
—• •— MAX
31'
TYR
6 per vertical framing member for
7'0"height and smaller
• 8 per vertical framing member for
heights greater than 7'0"
• 4 per horizontal framing member
Hinge and strike plates require two
2-1/2"long screws per location.
ROLIgh 1 •1
Width of door unit plus 1/2"
• Height of door unit plus 1/4"
gheneelc IMrw Ted Data Review Certificate/3026447A;/30264478;/3026447C and COP(TeM Report Validation Matdx
f30264v/ rovWes
�7Ak9oOff= rMade rtSMW wWA twww odurriko coml1,002,003,004;#3026478-001 OOZ 003 DD4; ,the Mumlte we.W4 003,004 pbstle
(www.masotYte.comI or the Masordte technical caner.
Latching Hardware:
• Compliance requires that GRADE 3 or better(ANSI/BHMA A1562)cylindrical and deadlock hardware be installed.
• UNITS COVERED BY COP DOCUMENT 0246',8266',3241%3246,3261'or 3266
Compliance requires that 8"GRADE 1 (ANSIBHMA A156.16)surface bolts be installed on latch side of active door panel–(1)at top
and(1)at bottom.
'Based on required Design Pressure–see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the fastener rating from the different fasteners being considered for use.Jamb and head fasteners
analyzed for this unit include 10d common nails.Threshold fasteners analyzed for this unit include Liquid Nails Builders Choice 490(or equal
structural adhesive).
2. The common nail single shear design values come from ANSI/AF&PA NDS for southern pine lumber with a side member thickness of 1-1/4"and
achievement of minimum embedment of 1-1/4".
3. Wood bucks by others,must be anchored properly to transfer loads to the structure.
r
March 10,2003
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doo eM Vroom demi ROW to d".Malt waits.
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Unit
SINGLE DOOR
s•
TYR
I TYR
fir UNIT 8'0"UNIT
13.15/16' 17-18•
MAXIMUM
ON CENTER TYR
Minimum Fastener n t
• 6 per vertical framing member
• 2 per horizontal framing member
• Hinge and strike plates require two
2-1/2"long screws per location.
Rough Opening (RO)
• Width of door unit plus 1/2"
SEE NOTE 41 • Height of door unit plus 1/4"
r �-
; ;
tliaaneek wY Test Data Review Ce"t trate 03026447A;1302644711;0007C and COPlrest Report VWMon Matrbx
/3026417A-001.002,003,004;130264478-001 002 003,004-f3026447C-0Ot,002 003.004 provides
additionalirwomaum-avalable from em ft lW webske(www.e6semko.mm),the Minorite website
Flu (www.rrasonb.com)or the Masonh tedy"center.
Latching Hardware:
• Compliance requires that GRADE 3 or better(ANSVBHMA A156.2)cylindrical and deadlock hardware be installed.
• UNITS COVERED BY COP DOCUMENT 0246',0266',3241',3246,3261•or 3266
Compliance requires that 8"GRADE 1(ANSIBHMA A156.16)surface bolts be installed on latch side of active door panel—(1)at top
and(1)at bottom.
"Based on required Design Pressure—see COP sheet for details.
Notes:
1. Anchor calculations have been carried out with the lowest(least)fastener rating from the different fasteners being considered for use.Jamb and
head fasteners analyzed for this unit include 18 and 110 wood screws or 3/16"Tapcons.Threshold fasteners analyzed for this unit include 18 and
110 wood screws,3/16"Tapcons,or Liquid Nails Builders Choice 490(or equal structural adhesive).
2. The wood screw single shear design values come from Table 11.3A of ANSI/AF&PA NDS for southern pine lumber with a side member thickness of
1-114"and achievement of minimum embedment.The 3/16"Tapcon single shear design values come from the ITW and ELCO Dade Country
approvals respectively,each with minimum 1-1/4"embedment.
3. Wood bucks by others,must be anchored properly to transfer loads to the structure.
0
March 10,2003
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