710 TRITON RD - SCREEN ROOM .ef '� „ CITY OF ATLANTIC BEACH
i , 800 SEMINOLE ROAD
, f v~ ATLANTIC BEACH, FL 32233
"!o;3i9.? INSPECTION PHONE LINE 247-5814
ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: ACC18-0038
Description: SCREEN ROOM
Estimated Value: 10879
Issue Date:
Expiration Date:
PROPERTY ADDRESS:
Address: 710 TRITON RD
RE Number: 171339 0000
PROPERTY OWNER:
Name: COOK AUSTIN M
Address: 710 TRITON RD
ATLANTIC BEACH, FL 32233
GENERAL CONTRACTOR INFORMATION:
Name:
Address:
Phone:
Name: COLONIAL CONSTRUCTION
Address: 12582 Hidden Gardens DR
JACKSONVILLE, FL 32258
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions
applicable to this property that may be found in the public records of this county, and there may
be additional permits required from other governmental entities such as water management
districts, state agencies, or federal agencies.
* A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
>>f
J;," Permit Conditions
:.„ ,.. ._ 9
City of Atlantic Beach
6 6/26/2018 RUNOFF INFORMATIONAL
PUBLIC WORKS Scott Williams
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 6/26/2018 REVISION INFORMATIONAL
PUBLIC WORKS Scott Williams
Notes:
Any plan change must be submitted as a Revision to the Building Department.
Printed: Monday, 02 July, 2018 2 of 2 a
ro..i-v' , City of Atlantic Beach APPLICATION NUMBER
ri r %: z� Building Department . (To be assigned by the Building Department.)
,:._-,. .t. ;..- 800 Seminole Road i ' i-\0_
8
.--fr."^7.., :) CEI
: , i— � t —�3
• Atlantic Beach, Florida 32233-5445 �
,v* r Phone(904)247-5826 • Fax(904)247-58 jrf J V
-'',r i;10� E-mail: building-dept@coab.us jug bate routed: Z
City web-site: http://www.coab.us
APPLICATION REVIEWNIXING FORM
Property Address: `/1() ( 1- ) I TC),`, RDepartment review required Yes No
.1ilding.-'
Applicant: (..-L_)(--0• 1.(f\L... C.C.,ic.," � finning &Zoning
Tree 7c7'm i nistrator--
Project: ,.__)C..Z.L E.e R U Ci i t ., w i 7-E-( PutilicWor.ks ,
u is Utilit es
RC)C7 r Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
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: liApproved. El Denied. ['Not applicable
(Circle one.) Comments:
BUILDING
eN
PLANNING &ZONING Y ���"' ����v� itli,6-11)Reviewed b : ate:
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
City of Atlantic Beach APPLICATION NUMBER
�S / '- Building Department (To be assigned by the Building Department.)
a:.., tf 800 Seminole Road ��(J (o U _
= Atlantic Beach, Florida 32233-5445 `.
Phone(904)247-5826 • Fax(904) 247-58gs.N �p (.6.--)72
' / I CJ
�;t�>%' E-mail: building-dept@coab.us J 2 Zu10 Date routed: C��( Z ( � C,
City web-site: http://www.coab.us !!!
APPLICATION REVIEW AND TRACKING FORM
Property Address: /10 i� Department review required Yes No
u.iasiing.>
Applicant: �v --�=��i ;�c.. c�fr;r�S nning &Zoning-
Trin fYatbr>
ee RcTm
Project: L` E.:V t\ U U 4'l i J i -rf-4 c PublicWi rks-7
uF�
-- c�(Tfilities` r
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept.of Environmental Protection
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: ['Approved. ❑Denied. of applicable
(Circle one.) Comments:
BUILDING /
PLANNING &ZONING Reviewed by: )41,6)1;
' Date: ‘( Ll tr
TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ['Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
ir���/j'Jr City of Atlantic BeachAPPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
''' � 800 Seminole Road 1
15 7 Atlantic Beach, Florida 32233-5445
Phone (904)247-5826 • Fax(904)247-5845 /_�, z l l V
-,'!, 1119.;- E-mail: building-dept@coab.us Date routed: CC/
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �/i 0 ( iQ 17-0,..:,. ;\-LDepartment review required Yes No
Cul Win g. ?
Applicant: CrC-v L-�,`-.:)i ;^\L... ening &Zornn-g--
Tree minfsfr`'atbr"
Project: C.tib.E;v 1\ U i) i'1 \ V3 i n-4 c Publ c Wbrks--7
u 1sfiit es-)
rl� Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
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:
APPLI ATION STATUS
Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
CUILDIN�,
PLANNING &ZONING Reviewed by: /' Date: 6/.)7/'0/
TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ['Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
,/:, !.:,,\J\./,-.4.,i City of Atlantic Beach
APPLICATION NUMBER
n\ Building Department (To be assigned by the Building Department.)
—
o• /
... x..,, 800 Seminole Road it-\ Q 1 / -oc ,
3
� '' s) Atlantic Beach, Florida 32233-5445
\v �- -1
, ~ Phone (904)247-5826 • Fax(904)247-5845 /' Z l
E-mail: buildin de t coab.us Date routed:
ct/
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: '�C) ( ic ( I C), - �� Department review required Yes No
7 -N 1llding.-
Applicant: C.ALD L--C I's•L( f\L— ` c)i\Ds-r .ening &Zoninij--
-� Tree mr..,.f'atbr
Project: �C.Qc E;,'u R 00 try\ ( 3 i Tf-4 c Puif Wbrks--
"PlIl nifilif es'-)
tic ( Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
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: Approved. ❑Denied. fNot applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: !�— Date: K----2-?
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
{ f.
, 4 }
. 111111
� ` °momAas ; , . •aw
Ai LI rninu:ri E, ConstrucTion t Yt„}`#n £a i
Plan Types:
Screen Room/Sun Room/Flinn
Pool Screen/Cage
Car Port (Non-Removable Screen-Designed to withstand actual Wind Speed)
—Patio Cover
Other:
i``Standard [Non Standard —Revision [Commercial C $75.00 Rush Fee
' Project Address: fl \ C 1r\* Rd
City: ,_ ['' , a Date: :.`3. o.\-It-)
Contractor Name: Colonial Construction LLC.
`Address:12582 Hidden Gardens Dr. O
U
'City: Jacksonville, FL. W
' Zip Code: 32258 U
' LL
Phone/Fax:(904) 680-7480 LL-
u_
`?'Email: frank@colonialco.com C
`':Choose One:.__, Mail C Pick Up E-Fite fFed Ex' 3 No of Copies
(For FedEx opti.n go to v w aiu a iscreendesi-n.co 1 and provide FedEx account#)
60
Payment: - heck f l Credit Card- N
=:(For Credit Card option go to gal .a� n%x &creend :esign.co to pay by credit card ry
Engineering prepared by: v
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QZQZO
a M w Y- o til
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UiPaO G
Engineer:Michael Thompson, MSc, P.E.(P.E.#47509) 8 5 2 Q
4401 Vineland Road-Suite A6 Orlando, FL 32811 1-. w I--
Office:407-734-1470 Cell:407-721-2292 Q 1' Z
o
Project Manager Paul Thomas 386-479-9504 Fax:888-923-8181 O uE Iii
-
Email: (i ,;;,a cmandes ::_ ^_.. ,71 0 O cc W
S.:
Website: 'fv�,tv .alurninumscreentico; -� CA#30930 w0.
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D
ion , , , , ,,. .. _ . ,
'....*". . 1\ ?‘/‘
1
Ultimate Wind Speed (mph): y, LI - Exposed Category: C Risk Category: 1
Screen Room/Sun Room/Fill In:
71 Insulated Pan Roof
GutterFascia Block Wall Conventional Wall 14th Wall
Uprights ==1 X f Top Plate > X „7-- Kick Plate "a-
Pool Screen/Cage :
( ( Dome ( (Gable Mansard Shed/Slope
1 I Gutter (Fascia Block Wall Conventional Wall
Beams X Uprights X Purlin X Kick Plate
Car Port:
1 I Insulated ( (Pan Roof
Gutter I (Fascia Block Wall Conventional Wall 4th Wall
Beams X Post X
Patio Cover:
( ( Insulated , ( (Pan Roof
( ( Gutter Fascia Block Wall ( (Conventional Wall 4th Wall
Beams X Post X
Concrete:
( I Existing New: 4"Slab Pier Ribbon Footer X
I ( Pavers 6" Thickened Edge
Other:
Note: In the event that there is a conflict with the design plans and general notes and design standard,the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials,fabrication and/or
construction between the plans and the general notes and design standard.
Engineer: Michael Thompson, MSc, P.E. (PE#47509)
4401 Vineland Road Suite A6, Orlando, FL 32811
(CA#30930)-Ph 407-734-1470/Fax 407-734-1790
IIAsALU NUl t SCREEN DESIGN
Aiuminum E Cor•:siruction Engineeing
General Notes & Design Standards V ‘
(Screen Patio Room Enclosure)
The following are general design standards.More stringent design standards may be noted on the plans. In the event
of a conflict in plans and/or design standard dimensions and/or member sizes,the contractor must utilize the more
stringent dimensions and/or member sizes prior to ordering materials,fabrication and/or construction.
Design Codes:
Florida Building Code 2017(6th Edition)
Aluminum Design Manual 2015
ASCE 7-10
Design Loads:
Pursuant to FBC Chapters 16&20
Ultimate Wind:-130 MPH(FBC Table 2002.4) (35 psi)
Risk Category:-See attach site specific plan sheet(FBC Table 1604.5)
Exposure Category:-See attach site specific plan sheet(FBC 1609.4.3)
Additional Load requirements:
Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using
the pressures given in Table 2002.4.Each primary member is also designed for a 300 pound load applied vertically
downward along any 1 foot of any member, not occurring simultaneously with wind load.In addition to wind
pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any
member,not occurring simultaneously with wind load.
Design Basis:
Allowable Stress Design(ASD)=Allowable Strength Design(ASD)divide by safety factor
General Requirements:
Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of
information shown as correct and obligates himself to any expense,real or implied,arising from their use.
A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the
contractor and must be submitted to the engineer for approval.
The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify
all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or
structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans
prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the
review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall
bear no responsibility or liability for the construction of premises and accuracy of the drawings.
Foundation and Earthwork:
Applicable only when unsuitable soils are encountered.
When unsuitable soils are encountered as specified bearing strata,notify owner's representative/engineer.
Soil bearing capacity—2,000 psf Minimum
Provide neat excavation for footing and place concrete immediately after excavation and inspection.
Pump water from footing excavation if greater than one inch.
Compact all fill to 95%ASTM D698 density.
Unit soil weight= 105 pcf
Internal angle of friction=30 degrees
Coeff.Of friction between footing and soil=0.5
Michael Thompson, P.E.#47509/CA#30930
4401 Vineland Road., Suite A6,Orlando, FL 32811. (P)407-734-1470(F)407-734-1790
www.aluminumscreendesign.com
■■ SE DESS
■ Aluminum E Construction Erg -net -g
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum n,A(t„,
design.
•
All aluminum shall be 6005-T5(E=10,000 ksi;Fy=35 ksi)with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited.Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4.Aluminum surfaces in contact with dissimilar materials, lime-mortar,concrete,or
other masonry materials, shall be protected with powder coated or ESP paint or alkali-resistant coatings, such as
heavy-bodied bituminous paint or water-white methacrylate lacquer.
Screws:
Aluminum self-tapping screws shall conform to ASME B 18.6.4 specification.
Self—tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed(3+20t)where"t"is the member thickness in inches.
For roofing and siding connection, use minimum#12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2"from the end of overlapping sheets.
For bottom plate and column base,secure with 'A"tapcons a minimum embedment of 1 1/8"and 2 'A"respectively
into concrete footer.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot-dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used.Bolt holes diameter shall not exceed 1/16"larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails.Purlins&Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials,fabrication and/or construction.
Wind Speed=130 MPH
2 x 2 Chair Rail=6'-0" 2 x 2 Purlins=6'-6" 2 x 2 Wind Brace=4'-3" 2 x 3(0.125)Wind Brace=9'-0"
2 x 3 Chair Rail=8'-0" 2 x 3 Purlins=8'-0" 2 x 3 Wind Brace=8'-0" 2 x 4 Wind Brace=9'-0"
Concrete
Conform to ACI 318,latest edition and ACI 301
Compressive Ultimate Strength(Minimum at 28 days)shall be 3000 psi
Exposed chamfer edges shall be 34"
Reinforcing Steel:
Conform to ACI 318 and 315,Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels&ties shall be ASTM A185
Welded Wire Fabric shall be ASTM A185 or A82(Flat sheet).
Deformed bar anchors shall be ASTM A496,Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Michael Thompson, P.E.#47509/CA#30930
4401 Vineland Road , Suite A6, Orlando, FL 32811. (P)407-734-1470(F)407-734-1790
www.aluminumscreendesign.com
T t �� ,,[( €
IASAluminum 3 Consiructinn Enginee, ng
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
Beams&Uprights:
In the event of a conflict with the values in this table and the site specific plan,the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials,fabrication and/or construction.
130 MPH
PRIMARY BEAMS & COLUMNS-SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS
Max Beam
Span & Max
Column Insulated Roof
Beam-Size Spacing Column-Size Max Column-Height Pan Roof Span Span
3" Spans 13'-
2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 15'-0"
2 X 4 8'-6" 2 X 4 8'-0" 6" Spans 20'-0"
2 x 5 10'-0" 2 x 5 9'-0"
2 X 6 12'-0" 2 X 6 10'-0"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more
than 6"above the super gutter.Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max;2 x 3 for 30'
max;2 x 4 for beam span greater than 30'.
Purlin:
Contractor is required to install purlins spaced to align with column spacing;however,spacing between purlins shall
not exceed 7'-2".
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet(max)when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall.Maximum deflection shall be limited to L/80.
Edge Distance:
Contractor is required to install uprights to provide a 2"minimum clearance from edge of slab and/or footer.
Vinyl,tempered glass,and acrylic panels:
Vinyl,tempered glass,and acrylic panels shall be removable.Removable panels shall be identified as removable by
a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds
exceed 75 mph(34 m/s)."visible when the panel is installed.
Michael Thompson, P.E.#47509/CA#30930
4401 Vineland Road.,Suite A6,Orlando, FL32811. (P)407-734-1470(F)407-734-1790
www.aluminumscreendesign.com
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS JU, 2 0 2
018
REVIEWED BY: DATE:Gia 7(-2 r
'"rtment
,.,..h, rt.
Building Permit Application Updated 12/8/17
A
City of Atlantic Beach
800 Seminole Road,Atlantic Beach,FL 32233
Phone:(904)247-5826 Fax:(904)247-5845
//0 1 11.+ 'y-o,_, �'J , ?\\Ate\2 \ _L �� _ Permit Number: Q �I�) •
Job Address: G ,, l n
Legal Description y 1(t_ )1 ' " E 17-C.-)1V
pp17-C.-)1VOD 105 Un�-2A RE#
Valuation of Work(Replacement Cost)$ /0 7 / Heated/Cooled SF Non-Heated/Cooled
• Class of Work(Circle one): Ne% c .ditiDa- Alteration Repair Move Demo Pool Window/Door
• Use of existing/proposed structure(s) (Circle one): Commerci Reside
• If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed: �is,1,q.d-e o 2. S(At <5.2..n J- A I,an.:
Florida Product Approval# for multiple products use product approval form
Property Owner Infor ation
Name: 10 J S f .W Co D‘C Address: 7/ O I ti-I c) •
City \,-4 4 ��,, , L. State ( . Zip 3 / L 3 Phone (9 Z. —- 5"2
E-Mail •Te- Co lL A ,--
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Information
++ i
Name of Company: (��1 ,.,:,A C a,r 51-I.-, ., Qualifying Agent: C
Address I' O')I () o � :7. City .\�� State C ( . Zip '� 2 Z S- e
Office Phone (,7 vyf) G 0 - -74FtC Job Site/Contact Number
State Certification/Registration#C.('- C-LL:D5 3 E-Mail r ti K- Cc /.w;'a-( . c o
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation 1-7:(!_,13 -- - IUt.o h75toC1 3 ILI•19
Exempt/Insurer/Lease Employees/Expiration Date
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify 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 the laws regulationg
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS, and AIR CONDITIONERS, etc. NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
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, NSULT WITH YOUR LENDER O,_RAN-ATTORNEY BEF•
RECORDING UR NOT FCO MENCEMENT. - -
S/Vic dry -
(Signature of Owner or nt) MEW (Sig ature of Co/*actor)
(including contractor) zz1
Si ned and swore tto1 {affirm )bef a me y thi of Sig ed and swornto o affirmed before me this_ J day o �
HDUJ ,by b a. 1 _ Leii _1.J
r4. A_
(Signature of No (Signature of Notary)
d"Personally Known OR SCI Personally Known OR
[ ]`Produced Identification ✓✓✓[ ]___Produced Identification
Type of Identification: Type of Identification:
MIRANDA A.S/NEY 1 MIRANDA A.SpiNiFy 7
M/r CDY/tiiSSEN#GG 024070 S, ,: MY COMMISSION#GG 024070
EXPIRES:AypM 24,2020 i : t ptRES August 24,2020
G� �•Br d111bY IdNt UMaMims i ,.`' Boa4e4'Om Notary Pub6r UrWerveifen j
r• I.
MAP O F SURVEY
LOT 21, BLOCK 14, ROYAL PALMS UNIT TWO A, AS RECORDED IN PLAT BOOK 31,
PAGES 1, 1A, 1B, 1C AND 1D, OF THE CURRENT PUBLIC RECORDS OF DUVAL
COUNTY, FLORIDA.
COMMUNITY DEVELOPME
APPROVED
ON ROAD
OF WAY PAVED
6TRITPUBLIC ROAD
SCALE 1" = 20'
FOUND 1/Y REBAR LB 3857S8537'27"E 80.68' FIELD
S$rJ•37, a S85'39'00"El'
27 E 80 65' FOUND 1/2' IRON 89.01' FIELD
PIPE. NO CAP S85'3727"F 89.24'
0.5' /11, �o
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N8536'S1"W b PIPE LB 6470
II \10' EASEMENT FOR DRA 80 93' FIELD -- --_______--_
WAGE and UTILITIES �� 7
LOT 3 a Z /
LOT 2 zi
I� I LOT 1
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD
PLAIN) AS WELL AS CAN BE DETERMINED FROM THE
"FLOOD INSURANCE RATE MAP" COMMUNITY-NUMBER
120075 0001 D REVISED APRIL 17, 1989 FOR THE
CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA.
NOTES:
THIS IS A BOUNDARY SURVEY. THIS SURVEY WAS MADE FOR THE BENEFIT OF
BEARINGS BASED ON THE SOUTH RIGHT OF ANDREW AND HALEY EDWARDS; WELLS FARGO;
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FBF 3680 E
Pavers Ribbon Footer beneath ���jj# ///l A,%/ jj/ f
NAME: NSAin tip}`? the event of a come al notes,theer scontractor must
ADDRESS: 710 Triton Rd Atlantic Bch, Fl the plans and the g
utilize the more stringent member size requirements.
BUILDER: Colonial Construction LIC
I
ALUMINUM SCREEN DESIGN
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PAVERS W/ a.. •
8"X 8"FOOTER °
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I - CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:
VAPOR&TERMITE PROTECTION(IF REQUIRED)
_ CONCRETE SHALL BE A MINIMUM OF 3000 PSI
FOR COVERED STRUCTURES,CONTRACTOR SHALL
SECURE COLUMN BASE DIRECTLY TO THICKENED EDGE
ALUMINUMSCREENDESIGN.COM MICHAEL, TI-IOMPSON
ALUMINUMSCREENDESIGN 440T VINELAND ROAD
@YAHOO.COM S(,JITE A6
ORLANDO, FL 32811
PHONE: 407-734-1470
FAX: 407-734-1790 P.E. # 47509
CA#30930
NOTICE OF COMMENCEMENT
(PREPARE IN DUPLICATE)
Permit No. Tax Folio No.
State of County of Duval
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. a
Legal description of property being improved: I
f `U)� ) -
ft-o��a 1 Pa 110r)s a A 1 .11L 11-4
Address of property being improved: 710 Triton Rd Atlantic Bch, FL. 32233
General description of improvements: Screen Room
Owner Austin Cook
Address 710 Triton Rd Atlantic Bch, FL. 32233
Owner's interest in site of the improvement
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor Frank Cardenas Colonial Construction LLC
Address 12582 Hidden Gardens Dr Jax, FL. 32258
Phone No. 904-680-7480 Fax No.
Surety(if any)
Address Amount of bond $
Phone No. Fax No.
Name and address of any person making 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
Phone 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 Statutes. (Fill in at Owner's option).
Name
Address
Phone 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): ll
THIS SPACE FOR RECORDER'S USE ONLY • ER
Signed: DATE 5Ab ltg
Before me this If day of a: 201 i In the
Co} tyof puvai.State of Florida.has pers,nally appeared
r�1V3T1Y1 5n 1 herein by
himself/herself and affirms that all statements and declarations herein _
Doc#2018152491,OR BK 18437 Page 2433. are true and accurate �•^xY MIRANDA A.SPNEY
Number Pages:1 F, my cou ussioN#GG 0240'70
Recorded 06/28/2018 11:55 AM, • EXPIRES:August 24,2020
RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL )/(1,\:) - •'4(2:0' Bodied BodiedniuNaary cUidexwaets
COUNTY
RECORDING $10.00
Notary Public at Larg ,St;..of C unty of ,Dl) ca 1
My commission expire.: L7CS'
Personally Known \X- or
Produced Identification