Permit Windows/Doors 592 Royal Palms Dr 2013 CITY OF ATLANTIC BEACH
s) 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
Application Number . . . 13-00001948 Date 1/08/13
Property Address . . . . . . 592 ROYAL PALMS DR
Application type description WINDOW AND/OR DOOR
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 10000
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Application desc
wndow/door replacement
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Owner Contractor
------------------------ ----'--------------------
CARTLIDGE, ELIZABETH R YOUNG AMERICAN HOME INC
592 ROYAL PALMS DRIVE PO BOX 24076
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32241
(904) 759-9302
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Permit . . . . . . WINDOW AND/OR DOOR PERMIT
Additional desc . .
Permit Fee . . . . 100 . 00 Plan Check Fee 50 . 00
Issue Date . . . . Valuation . . . . 10000
Expiration Date . . 7/07/13
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Special Notes and Comments
need noc
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
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Other Fees . . . . . . . . . STATE DCA SURCHARGE 2 . 00
STATE DBPR SURCHARGE 2 . 00
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Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 100 . 00 100 . 00 . 00 . 00
Plan Check Total 50 . 00 50 . 00 . 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00 . 00
Grand Total 154 . 00 154 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITU OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
NOTICE OF COMMENCEMENT
State of Tax Folio No.
County of
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved:
Address of property being improved: 15q-�' ms 3
General description of improvements:
Owner: c—: Address: 5Atri cL
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
Contractor: kwtv k 1 t-
c •�,
Address:
Telephone No.: 6 'X0-15 Fax No: 641 ' b�
Surety(if any)
Address: Amount of Bond$
TelephoneiNo: Fax No:
Name and address of any person maldng a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be
served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Si OA Date:
3efore me this day of in the County of Duval,State
Doc#2013004230,OR SK 16206 Page 23'18, )f Florida,has personally appeared
Number Pages: 1 4otary Public at Large,State of FlloTrid Coun o D va
Recorded 01:0'%2013 at 09:29 AM, Ay commission expires: �i'� 1• � ���"
JIM FULLER CLERK CIRCUIT COURT DUVAL 'ersonally Known: 01 Florida
'COUNTY Au 27 2016
'COUNTDiNG$10100 'roduced Identification: '
Commission#E EE 213446
`1'f •�• °F c• °r Bonded Through
MOM Assn,
�"r»5 .m,.umarr�amr+c.++ror�Al3AA�C�N+Ad+t
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH FILE C-Opy ,
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845 "y
Job Address: 5-1 Rmut A Pahm •1b. FL 3��33Permit Number: 13 " 19fk
Legal Description Parcel#
FloorAreaof Sq.Ft. -
q, t
Valuation of Work$ t) Proposed Work heated/cooled 1000 non-heated/cooled
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial DC Residential
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: &-e/A CC9 (,y lin;04 1.0 -t40 a0 A-S
Property Owner Information:
Name: GI Cay ]lk Address: 547 2 Re) /7 L /v/'1
City State [Zip ,? Phone
E-Mail or Fax#(Optional)
Contractor Information:
QUY\ IPOJV�QY I Ua)
Compan am : �n Quali ing Agent: � cw i
Address: (D City J Cv,'f— State Zip a
Office Phone ( • Job Site/ .10-7
State Certification/Registration
Architect Name&Phone#
Engineer's Name&Phone# OF ATIjVMC BEACH
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address DATE. 1 37_ ��
Application is hereby made to obtain a permit to do the work inaicatea. v ccy that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work ' suspended or abandoned for a period of six(6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work, PIPmbing,Signs, Wells, Pools, Furnaces, Boilers, Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
1 hereby certify that I have read and examined this a lication and know the same to be true and correct. All provisions of laws and ordinances governing this
type o work will be complied with whether speci aid herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state,or local law regulating construction or the performance of construction.
Signature of Own Signature of Contractor -
Print Name Print Name S v- ` 10AC
Sworn to and subscribed before me Sworpto and sub *bed before me
this Djq of 20 t Day o 1 20
Notary Pub 1c = Notary Public-State of Florida c
s- ►cy NO y PUNIC State Of FWWO
• •=My Comm.Expires Aug 27,2016 `� Jen ifer S Vanoven
Commission#EE 213448 �j My Commission EE130705 Re ed 01.26.10
&wied TW*NOW Notary Assn. SOF FExpires 0911512015
Prepared by and return to: Doc#2012289761,OR BK 16187 Page 568,
Michael A.Popkin,Esq. Number Page&4
Attorney at Law Recorded 12/18.12012 at 02:25 PM,
Law Offices of Popkin&Rosaler,P.A. JIM FULLER CLERK CIRCUIT COURT DUVAL
COUN1701 W.Hillsboro Blvd.,Suite 400 RECOT
ECORDING"35.50
Deerfield Beach,FL 33442 DEED DOC ST $637 00 1.
File Number: 12-70867 FILA COPY
f Space Above This Line For Rec:ordingDatal
Special Warranty Deed
This Special Warranty Deed made this j r day of December, 2012 between Federal National Mortgage
Association AKA Fannie Mae whose post office address isl4221 Dallas Pkwy'# 1000,Dallas,TX 75254, grantor,
and Elizabeth R. Cartlidge, a single woman whose post office address is 592 Royal Palms Dr.,Atlantic Beach,
FL 32233, grantee:
(Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs,legal representatives,and assigns of
individuals,and the successors and assigns of corporations,trusts and trustees)
Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/100 DOLLARS ($10.00) and
other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby
acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the
following described land,situate, lying and being in Duval County,Florida,to-wit:
LOT 24, BLOCK 17, REPLAT OF PART OF ROYAL PALMS UNIT TWO A,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 31, PAGES
16, 16A, 16B, 16C AND 16D, OF THE CURRENT PUBLIC 'RECORDS OF DUVAL
COUNTY,FLORIDA.
Parcel Identification Number: 171519-0000
SUBJECT TO:
1. Zoning and other governmental rules,regulations and ordinances.
2. Restrictions,covenants,conditions,easements and other matters of record.
Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold,the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that
the grantor has good right and lawful authority to sell and convey said land;that'!the grantor hereby fully warrants the
title to said land and will defend the same against the lawful claims of all persons claiming by, through or under it,
but not further otherwise.
In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written.
Signed,sealed and delivered in our presence:
FederalNational Mortgage
A55oci""On F ie Mae
by it's attor in ct pkin & Rosaler,
PA
Witness Name: Wil i K. Ish
By: ichael Popkin
As its: Vice President
Witness Name: Edwina Vega
State of Florida
County of Broward
The foregoing instrument was acknowledged before me this 14 day of December, 2012, by Michael Popkin, as
Vice President,of Popkin&Rosaler,PA as it's attorney in fact for Federal Natio al Mortgage Association,on behalf
of the corporation. He/she X is personally known to me or[_J has produced driver's license as identification.
[Notary Seal]
,v Notary Public
=off Nye Notary Public State of Florida
William K Walsh
My commission EE154818
;1, EKPff"o91M2015
Printed 'Name: William K. Walsh
My Commission Expires:
f
, re4t 1,,4K&CL.t�- 3N4 L
LEbHTED POWER OF ATTORNEY TO EXECUTE DOCUMENTS
FEDERAL NATIONAL MORTGAGE ASSOCIATION AKA FANNIE MAE, a corporation
organized and existing under the laws of the United States of America, having an office for the
conduct of business at 14221 Dallas Parkway, Suite 1000, Dallas, Texas 75254, constitutes and
appoints Popkin & Rosaler, PA, organized under the laws of the State of Florida with an office
for the conduct of business at 1701 W. Hillsboro Blvd., Suite 40th, Deerfield Beach, Florida
33442, as its true and lawful Attorney-in-Fact, and in its name, place, and stead and for its use
and benefits, to do all things,execute, endorse, and acknowledge all documents customary and
reasonably necessary and appropriate for the escrow or closing of sales and the conveyance of
real properties owned by Fannie Mae in the State of Florida. Such powers shall include, but are
not limited to,the following:
1. Deeds transferring the real property and improvements owned by Fannie Mae;
2. Settlement/Closing Statements;
3. Affidavits and Indemnifications as to Debts and Liens;
4. Tax Proration Agreements;
5. Seller's Affidavits and Agreements;
6. Errors and Omissions•Correction Agreements; and
7. Execution of any other approved document as directed by Fannie Mae.
The rights,powers, and authority of the Attorney-in-Fact to exercise the rights and powers herein
granted shall commence and be in full force and effect until the first to occur of the following:
1. December 31, 2013;or
2. the execution and recording of a Termination of Limited Power of Attorney by Fannie
Mae of such rights,powers,and authority.
EXECUTED this /.35 day of December,2010
F
SEAL)
Witness f.ERR Vice President
j Attest:
Witness
PAULA KELLE`t ' (SEAL)
Heidi J� assistant Secretary
INSTR#'011000208141,Pages 2
Doc Type POA,Recorded 09122!2011 at 02:23 PM,
7
Charlie Careen.Lee County Clerk of Circuit Court
Rec.Fee$18.50
Deputy Clerk SPINNACE
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'Florida Building Code Online Page 1 of 4
Business & Professional Regulation
ittmeMd BCIS Home Log In ' User Registration Hot Topics `=Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ' Unks Search
3usines
Professial Product Approval
;USER:Public User
Regulation
p Product Approval Menu>Product or Application Search>Application List>Application Detail EFIiLE
FL5
Revision Type
C.O?Yj]
Code Version 2010
Application Status Approved
*Approved by DCA.Approvals by DCA shall be reviewed an
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
g
sschrelber@masonite.com
Technical Representative
Address/Phone/Email
Quillity Assurance Representative f
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute,
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A'
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgteluIwHNbb1S... 12/28/2012
Florida Building Code Online Page 2 of 4
Date Submitted 10/12/2011
Date Validated 03/18/2012
Date Pending FBC Approval
Date Approved 03/26/2012
Summary of Products
FL* Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged 6'-8"Opaque I/S and O/S Single Door
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R�5 C CAC NI006130.01.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +76.0/-76.0 Installation Instructions
Other: Evaluated for use In locations adhering to the FL4904 R$ II FL0128 Ddf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 3'-0"x 6'-8"max nominal size. FL4904 R5 AE 504A.Ddf
When large missile Impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is NOT required. See DWG-
MA-FLO128-05 for details.
4904.7 Wood-edoe Steel Side-Hin e
o
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R5 C CAC NI006110.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R5 II FL0129 Ddf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as lInstitute,
determined by ASCE 7, Minimum Design Loads for I Created by Independent Third Party:
Buildings and Other Structures,does not exceed the lEvaluation Reports
design pressures listed. 3'-0"x 8'-0"max nominal size. FL4904 R5 AE 503A Ddf
When large missile Impact resistance is required, Created by Independent Third Party: Yes
urricane protective system is NOT required. See DWG-
M
A-FLO129-055 for details.
4904.3 Wood-edge Steel Side-Hinged 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R5 C CAC NI006110.01.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +55.0/-55.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 g5 II 11-0128.Ddf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"'x 6'-8"max nominal size. FL4904 R5 AE 502A.Ddf
When large missile Impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system Is NOT required on opaque
panels,but is required on glazed panels. See DWG-MA-
FL0128-05 for details.
4904.4 Wood-edge Steel Side-Hinged 8'-0"Opaque I/S Door w/or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 B5 C CAC NI006110.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure: +45.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 t 5 II FL0129.Ddf
Florida Building Code Including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 8'-0"max nominal size. IFL4904 R5 AE 501A.Ddf
When large missile Impact resistance is required, Created dy Independent Third Party: Yes
hurricane protective system is NOT required on opaque
panels, but is required on glazed panels. See DWG-MA-
FL0129-05 for details.
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbblS... 12/28/2012
Florida Building Code Online Page 3 of 4
4904.5 Wood-edge Steel Side-Hinged 8'-0"Opaque O/S w/or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ;Yes FL4904 R5 C CAC NI006110.02.Ddf
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 FL4904 k5 II FL0129.Ddf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone, and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 8'-0"max nominal size. FL4904 $5 AE 501A.Ddf
When large missile impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is NOT required on opaque
panels,but is required on glazed panels. See DWG-MA-
FL0129-05 for details.
4904.6 Wood-edge Steel Side-Hinged 6-8"Glazed I/S and O/S Door w/or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R5 C CAC NI006110 03 Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 12/31/2014
Design Pressure: +50.5/-50.5 linstallation Instructions
Other: Evaluated for use in locations adhering to the FL4904 pts II FL0130.Ddf
Florida Building Code Including the High Velocity Verified By: National Accreditation&ManagemVt
Hurricane Zone,and where pressure requirements as Institute,
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
,design pressures listed. 12'-0"x 6'-8" max nominal size. FL4904 P5 AE 502A.Ddf
When large missile Impact resistance is required, Created by Independent Third Party: Yes
hurricane protective system is required.See DWG-MA-
FL0130-05 for details.
4904.7 Wood-edge Steel Side-Hinged 8'-0"Glazed I/S Door w/or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ;Yes FL4904 P5 C CAC NI006110.04.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 F 4L.9�4 Pt5 II FL0131.Ddf
Florida Building Code including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute,'
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 8'-0"max nominal size. FL4904 g5 AE 501A.Ddf
When large missile impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is required. See DWG-MA-
FL0131-05 for details.
4904.8 Wood-edge Steel Side-Hinged 8'-0"Glazed O/S Door w/or w/o Sidelites
Door Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R5 C CAC NI006110.04.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 FL4904 85 II FL0131 Ddf
Florida Building Code Including the High Velocity Verified By: National Accreditation&Management
Hurricane Zone,and where pressure requirements as Institute,'
determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party:
Buildings and Other Structures,does not exceed the Evaluation Reports
design pressures listed. 12'-0"x 8'-0" max nominal size. I FL4904 R5 AE 501A.Ddf
When large missile Impact resistance is required, Created by Independent Third Party:Yes
hurricane protective system is required. See DWG-MA-
FL0131-05 for details. _
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_ DOUBLE 8T OPAQUE
E 9/19/11 DETAIL LARIFI'ATION SWS WOOD-EDGE STEEL DOOR 1955 POWIS. RD.
D 11 10 MISC UPDATES SWS PARI OR ASSEMBLY: WEST CHICAGO, IL 60.185
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Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 503A
336-945-9695 Date: 12/29/09
Product. Single Door 3'x8'
scope:
This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies
only to the product described herein.These calculations comply with requirements of the Florida Building Code.
Drawings verification:
This analysis verifies anchoring for the following drawings:
DWG-MA-FLO121-05 DWG-MA-FLO131-05 DWG-MA-FLO154-06 DWG-MA-FL0176-OS
DWG-MA-FLO123-05 DWG-MA-FLO133-05 DWG-MA-FLO161-07
DWG-MA-FLO125-05 DWG-MA-FLO135-05 DWG-MA-FLO163-07
DWG-MA-FLO127-05 DWG-MA-FLO141-05 DWG-MA-FLO171-07
DWG-MA-FLO129-05 DWG-MA-FLO152-06 DWG-MA-FLO173-07
Anchors to be qualified:
1.#10 Wood screw,for installation in wood frame substrates.
2. 3/16"ITW Tapcon,for masonry installation
Anchor capacity in shear condition:
Fastener type:1110 wood screw (NDS 2005,11.3)
Side member: Douglas Fir-Larch Main member:Spruce-Pine-Fir
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: Fa„= 3,350 psi
Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi
Duration Factor: Co= 1.6 Tabulated lateral design value: Z= 107.0 lbs
Allowable Design Value: Z'= 171 lbs/anchor Mode IV
Fastener type:3/16"ITW Tapcon N.O.A.07-1126.10
Substrate: Hollow block
Minimum embedment: 1.25 in
Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in
Tabulated shear design value: Z= 112 lbs Actual C To C spacing: 3.00 in
Minimum edge distance: 2.63 in C to C spacing factor: 1.00
Tabulated shear design value: Z= 197 lbs
' Actual edge distance: 2.51 in '
Design value per interpolation: Z= 189 lbs
Allowable Design Value: Z'= 189 lbs/anchor
Minimum anchor capacity: 171 lbs/anchor
Note:Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
Pressure agoinst stops with bump threshold:
36.38 Design pressure: 70.0 psf
Area Load Ind. Max. Anchor
At Zone 2 O.C. Cap. Load Result
95.25
Y (ft) (lbs) (in) (in) (lbs) (lbs)
A2 Al 2.3 161 N/A N/A 171 2 80 OK
A2 9.7 681 6.00 ',18.00 171 6 114 OK
Single. Pressure away from stops:
36.38
Design pressure: 70.0 psf
} Max. Anchor
EA.
Arca Lond Ind. O.C. Cap. Load Result
95.25 (ff2) (lbs) (in) (in) (lbs) Q (lbs)
12.0 842 1 6.00 x,18.00 1 171 1 6 140 OK
A 40
'"".•' .e TAT 'OF ��i►,^ Luis R.Lomas P.E.
00 4t , �► FL No.:
1 oft ;�11 + Z ORIV40 ` 117/2010
✓j�FONAL� ����
Luis R. Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 503A
336-945-9695 Date: 12/29/09
Single. Pressure against stops with saddle,threshold:
36.38 Design pressure: 70.0 psf
Area Load Ind. 'Max. Anchor
Zone 2 O.C. Cap. Qty
Load Result
1 95.25 (ft) (lbs) (in)
(in) (lbs) (lbs)
A2 I A2 Al 2.3 161 N/A I N/A 171 1 161 OK
A2 10.9 762 6.00 18.00 171 6 127 OK
Anchor Locations:
36.38
6.00 TYP.
i 6.00
� I
16.65
MAX.O.C.
1
' 95.25 ' f
'I
6.00
NN
Note: *..• . .
Anchor locations indicated in this document are the minimum required for the described product .� # (i ••
exposed at the design pressure indicated herein. • "..
7AT OF j•tL
11l.tt1111
Luis R.Lomas P.E.
FL No.:62514
2 of 2 1/7/2010
-sr+ City of Atlantic Beach ffwe
PPLICATION NUMBER
Building Deparbnent
SW Seminde Road a Department)
Atlantic Beach,Florida 32233-5445
Phone(904)247-5826 - Fax(904)247-5M5
E-mail: building-deptecoab_us d. 7
City web-site: hHP://Www-coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: � a QABuiloinq ent review ulred
Applicant: e -71 iz Planning&Zoning
Tree Administrator
Project: �/7�0 (� ��Q�s Public Works
Public Utilities
Public Safety
Fire ervices
Review fee $ Dept Signature
Other Agency Reviewer or Permit Required Review or Receipt
of Permit Vera Date
Florida Dept.of Ermrorvnentai Protection
Florida Dept.of Transportation
St Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurar>ts
Division of Alcoholic Beverages and Toba=
Other:
APPL CATION STATUS
Reviewing Department First Rev Appprov
(Circle one.) Co rfients: ❑Denied.
BUILDING
PLANNING&ZONING
by: Date:
TREE ADMIN. Second Review:
®Approved as revised. ODeni
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: (]Approved as revised. ❑Denied.
Comments:
Reviewed by: DaW:
Revised 0727M0