659 Selva Lakes Cir (vault) CITY OF ATLANTIC BEACH
800 SENUNOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHO14E LINE 247-5826
J11V
Appilcation Number . . . . . 03-00026886 Date 10/02/03
Property Address . . . . . . 659 SELVA LAKES CIR
Tenant nbr, name . . . . . . ALUMINUM SCREENED ENCLOSU
Application description . . . SCREENED ENCLOSURE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 2310
Owner Contractor
------------------------ ------------------------
BARRESI, JANEY R. AABLE SCREENROOMS & ENCL, INC
659 SELVA LAKES CIRCLE 2175 KINGSLEY AVE - STE 308
ATLANTIC BEACH FL 32233 CICORA, ANTHONY JOSEPH
(904) 249-2832 ORANGE PARK FL 32073
(904) 276-0801
----------------------------------------------------------------------------
Permit BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 45 . 00 Plan Check Fee 22 . 50
Issue Date . . . . Valuation . . . . 2310
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 45 . 00 45 . 00 . 00 . 00
Plan Check Total 22 . 50 22 . 50 . 00 . 00
Grand Total 67 . 50 67 . 50 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
Cc:
CITY OF ATLANTIC BEACH D F
S
BUILDING / ZONING DEPARTMENT
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application # c)&A0
Property Address: selvc, La-k-e-s
Applicant: IJ cc lo i e -Suee ri e-J F7n o ia�s i-i f-e-s C' KC
Project: C41U m1fluk'yt C-,( r t7 e t-z=W
This p it application has been:
tApproved
Reviewed and the following items need attention:
Please re-submit your n the ems have been completed.
Reviewed By:_ Va"A4Vate: I� -/�
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION IDEP 16 2003
(ALTERATIONS/ADDITIONS)
Date:
J o b A d d r e s s: 9W LAW_fS CAc�6- - 4qLw 47 c -3 Z Z_3 3
Owner of Properiv: bwe_q -R. -L�Ae42_,C_s1
. 63ml
Address: 6�� &Iva ' Z_akf_S cr, Telephone.
Legal Description: Block Number: Lot Number: /!P Zoning District:
Contractor: ANT-40NLI Ci c-144,16a6hr S&frfl,_4�tate License Number: CdC 269
Contractor's Address: &3�_,ILF_ 30g
'Telephone: Fax: T6�
Describe proposed use and work to be done:
ALLY 14W U&J
Present use of land or building(s):
Valuation of proposed construction:
W'hat are the dimensions of the added space: 1016 .1 feet x feet
Vv,i 11 the added area be heated and cooled? New electrical or increase in service? /Vo
New plumbing fixtures? tv 0 New fireplace? po - New heating"air conditioning9
Is approval of Homeowner's Association or other private entity required?_If yes, please submit with this application.
W'ill th' project involve changes in elevation, site grade or an), use of fill material or the removal of any trees?
lvr�0. Applicant certifies that no change in site grade or fill material will be used on this project.
YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
EKNO, Applicant certifies that no trees will be removed for this project.
YES, Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIREI), Tree
Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and 2rovide all information as appropriate.
incomplete applications may result in delay in issuance of permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information. plk�ase
contact the Planning and Zoning Department at 904-247-5826. In order to correctly veriN- zoning designation, ple�-Lse h3vc
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-constri;c6on
topographical survey or gading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energ Code Forms, Notice of Commencement. 0,,vner/Comracior Affidavit it"
Iam�
o%vner is contractor, and four(4)complete sets of construction plans to the Building Department. which is located at the A,
Beach City Hall, 800 Seminole Road. Atlantic Beach,FL 32233 Telephone:(904)247-5826
800 Seminole Road - Atlantic Beach, Florida 32233-5445
Telephone: (904) 247-5800 - Fax: (904)247-5845 - http://,A,-A,%N.ei.atlantic-beach.fl.us
Page I
1�addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being
per-formed. Scale of drawinp should be sufficient to depict all required information in a clear and legible manner.
-1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of ail structures,temporary and pcTmanent,including setbacks, building height,number of stories and square fooia2c. lderaif,,
any existing structures and uses.
3. Lfrequired by the Department of Public Works, a pre-construction topographical survey.
4. Any significant environmental features,including any jurisdictional wetlands,CCCL, natural Nvaier bodies,
5. Impen,ious Surface area calculations: include driveways, sidewalks, patios and other Imperviuus Surfaces. Swimming pools
may be excluded from total ImperNious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that all information provided with this application is correct.
Signature ofowner: Date:
I heTeb,,. certiA, that I have read and examined this application and know the same to be true and correct. All provisions ofthe laws and
ordinances governing this *pe of work will be complied with, whether specified herein or not. The gr-anting of a permit does not presume to
give authority to violate or cancel the provisions ofany federal,state or local rules,regulations,ordinances,or laws in an),manner. including the
goveming ofoonstruction or the performance ofconstruction ofthe propeny. I understand that the issuance ofthis permit is contingent upon the
above information beirig true and correct and that the plans and supporting data have been or shall be provided as required.
Signature of Contractor: Date: 9)v 63
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: I co
Mailing Address: p6rie-q of- _Svlr�e Oft- 3 2-073
Telephone: qoq_ z-76_,okci1 Fax: Uklail:
AS TO OWNER:
Sworn to and subscribed before me this _Z2fL_dayof ._120 63
State of Florida, County of Duv,, ,ael S.C/��,
\SSION V,_
19 2, ��,Notarv's Signature:
00 :�P_.
—h--pelsonally known
S #DD1 18695
.:A:,5�.O Produced identification
d 'o Ty
pe of identification produced
ST
AS TO CONTRACTOR:
Sworn to and subscribed before me thi,� wm#'274 day of
S.
State of Florida, Counry of Du .60
V
010C
19"Po '0
Niftary's Signature:
#DD 118695
f-:;A 7-_4&IPC rson ally known
d&d W Produced identification
Type of identification produced
""';X/Z/C ST01-
800 Seminole Road - Atlantic Beach, Florida 32233-5445
Telephone; (904)247-5800 - Fax: (904)247-5845 - http://w\%,N%,.ci.a tia n tic-beach.fl.us
Page 2 ReNised N-P03
Selva Lakes Homeowners Association Inc.
REQUEST FOR ARCHITECTURAL APPROVAL
This request form is to be,completed by the Homeowner and submitted to the (ARC)
Architectural Review Board prior to the commencement of any work.
Please complete in its entirety
Date received by ARC C) — 0--3 D--S
THIS SECTION TO BE COMPLETED BY HOMEOWNER
Date:
Lot #
Name:
Address:
B
—e Bus:
Home Phone—:- 90
Contractor:
Describe the work to be done: (i.e. Screen jQpm9 addition,f�ncq,garage door,sidingi etc.)
SIC*-4PP
Oct
>( A�)
-----------------
Location: Attach a copy of your survey indi cating, the location oftwork to be done.
Describe Location: Q
Specifications: Attach a copy of the plans, drawing, picture, specifications (material,
paint must meet SLA specifications.
color, etc.) All exterioi.
Estimated date of completion:
NOTE: owners are responsible for the conduct of the contractor.You are required to supervise the
'ble and liable for any damage done to common property or
work being done.You are responsi The City of Atlantic Beach you are required to provide the
adjacent property.When required by building permit.
ARC with a copy the HEARD TO.
THE COVENANTS AND RESTRICTIONS MUST BE STRICTLY AD
Owners Signature:
Date:
Do not write below this line
D Date D�enied:
-2
Date Appr:ovejd- �� Qo 4�
(ARC) Si * e:
Comments or conditions: ..
3"A 7-C�- ckxb
rJnTWF-1tDM
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All] amplications must )e submitted kith seven (7) r_npjt-..,z Rn received by 5 PM-on the Friday e.Ti
(10) days vrior to the schp-dl,]t-ri_mqet�n in order to be placed on the agenda.
*I.NCOMPLETE ,UPLICATIONS OR INA QCUR_,k TELY MARJKLED SITES NNTLL .NOT
BE PROCESSED.
i. Lajas
APPLICANT NkME ADDRESS TE LEPH OME
2.
.ADDRESS OR LEGA-L DESCPJPTION OF TREE REMOVAL SITE
3. REASON FOR PROPOSED TREE REMOVAL:
4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO NOT SURE
5. PROPERTY ZONING: RESIDENTLA-L C OMMERCLI-kL
6. LIST TRF_ES PROP OS ED FOR REMOVAT
SPECIES DUtyMTER
MITIGA OFFICE USE ONLY
INT.. EXT.
'Diametc.'at Breast Height(D.B.H.)is measured at 4.5fect above gradc- To accurately determine diametc-,measure the tr_�,-Jk
circumfcrcncczLnddiv�idcby3,.)4. DiarneLtrofmul6-trunkedrr='�isdetermiiedb�-ad'd:ngtogethL-thcdiame,,mofeac.�
"n;.as measured immediate;y above the forks.
See atmcbed diagr-arn for determination of interior and e:cte.,rior zontis.
7. SITE PLA-N/TR-EE SLT-,VEY indicating:
a) Location of topog,aphy ftamres such as laills and low a:tas-
b) Existing and proposed structure7s.
c) Locat�ion of 211 t:tcs with Diameter ai Brtasi Htigh+, of six mches or-more.-
'd) I rte sptci es and sizes.
e) Trtts to be:tmovcd shoWd be clearly mark -,,L- a--
L
i� r tts to 6c prest-vtd on-site for mitigation =ustb� marked, N�ri '=.ackt:S ' I j '.
g) Location, sizze and sp--cies of any proposed ne)x replacement ttes marked a
circle "O�'.
h) Location of utilit3ts and cas=:ients as applicable.
I) Location of zre�_-s to be pr=rved on-site with bzrricading nottd.
.8. OIN-SITE REQUIREMENTS:
a) trees identified f6r removal MUST be marked on-site by, RED fl?.gg�ng,
paint ortape.
b) A-Ij 1.rees to be preserved on-site for 'T
-igatuou NftiSTbe ma:kt��' �3=
flagming., paint or ta-De.
1 L
C1 front proper-D) corners must be marked by r2kes o-, p in: Ln!_�;ca,_ino - _- c-,,
E�CQMPLETE APPLICATIONS QR,17--�TAQCLMATELY T,tk_RK1D SITES
�VILL NOTBE PROCESSED.
E ICT Z
1 'HEREBY AGREE TO CO1,,9LY WITH ALL PROVISIONS OF CkALPT R 23, kRT- E
T E:E PROTECT11ON, AND A_LL O=R A.PPLICABLE CODE S AND ORD2��A.N CESOF
"ITIE CODE*OF OR-DINIAN C'—,:'S'OF.ATIA':,TnC'BF.A.CH_
ApplicanT's Slgriaru:c Date
me
Daic
CITY USE ONLY:
7 rtt ConSt-,ya:'don Board ChLrperson Date
CITY OF ATLANTIC BEACH
FLOOD PLAIN DEVELOPMENT INFORMATION
Location:
Type of Development:
Flood Zone:
Required Lowest Floor Elevation:
If building is located within a flood hazard zone, a survey must be made AFTER THE SLA.B
HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above
the base flood elevation established for that zone.
No final inspection wih be made and no Certificate of Occupancy will be issued unti-1 the sun,ey
is on file with the Building Department.
COM'vfENTS:
Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon
the above information being correct and that the plans and supporting data have been or shall be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 1-5-7-11
and all other laws or ordinances aff�cting the proposed development.
-)�-Applicant's Signature: Date: sha/�
L
Department Use:
Required lowest floor elevation:
As built lowest floor elevation:
Survey filed with Building Department:
Building Department Representative
Revisod 1/17/03
SEP-02-03 TUE 10 :21 AM AABLE.(-SCREENROONS 904 276 0990 P. 03
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SECTION I I SCREENED ENCLOSURES
Table 1.1 Allowable Spans For Primary Screen Roof Frame Members
Aluminum Alloy 6063 T-6
For Areas with Wind Loads up to 150 M.P.H.and Latitudes Below 30'-30'-00"North(Jacksonville, FL)
Tributary Load Width W=Beam Spacing
Hollow Sections T-0- 4'-0" 1 5'-0" 6'-0" 7--0" 81
Allowable Span'L'/bending V or deflection V
7- h T-8* b b
2"x 2"x 0.044". 9'-10' b 8'- 6'-3"
2"x 2"x 0.055" 101-9" b 9' 7' 8" b
'-4" b 11;7"" 0'-4" b 1 9'-5" b -�J u 1 8'-2"
2"x 3"x 0.045" _5
2"x 4" x 0.050" '-8" b IT I' "-A" �
Tributary Load Width W Beam Spacing
Self Mating Sections 3'-0- 4'-0 5'-0" 614.. 7'-0" 81-01,
Allowable Span V/bending V or deflection V
2"x 4"x 0.044 x 0,100" jg'-1 1" b 17'-A" h 13'-1" b
2"x 5"x 0.050"x 0.10 24'-g' b 21- 16'-2" b 15'-2" b
2" x 6" x 0.050"x 0,120" 8'-7" b 24'-9' b 22'-2" b 20'-3" b 1 8'-g" b 17'-6" b 16-13" b
2"x 7"x 0.055"x 0.120" 32'-3' b 27'-11" b 24'-11' b 22'-9" b 21'-1' b 19'-9" b 18'-7" b
2"x 7"x 0.055"w/Insert 42'-10" b 3 '-1 b 33'-2" b 30'-4" b 28' 1" b 26'.3" b
'-I" b 32'-3' b 29'-5" b 27'-3" b 25'-6" b
2"x 8"x 0.072"x 0.224" 41'-7" b 3
' 1" b 3 -11" b 31'-'1- h ?q'-6"
x 9"x 0.072"x 0.224" 45'-1 b 34'
2" b
2" x 9"x 0.082"x 0.310" 36'-5" b 34'-4 b
12m x 10-x o.oqz-x 0.369" 59'-6- b 1 5 1���
Tributary Load Width W Beam Spacing
Snap Sections T-0 6'-0" 7'-0" 81
Allowable Span'L'I bending V or deflection I d' b 6'-9" b
h Q'-I' In 8'-4" b '-8- b T-2'
2" x 2"x 0.04-4" b 10'-8" b -10" b 9'-3" b B'-8" b
2"x 3"x 0.045" 12'-l" b I
2"x 4"x 0.045" 18'-5" b 15'-11' b 14'-3" b
2"x 6'x 0.062" 3 V-3" b 27'-1" b 24'-2" b 27-1" b
2"x 7"x 0.062" 34'-9" b ry I. h ?F'-1
Notes:
1.Thicknesses shown are"nominal"industry standard tolerances, No wall thickness shall be less than 0.040".
2.The structures designed using this section shall be limited to a maximum combined span and upright height of 55'an
a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering.
3. Spans are based on a minimum of 10#1 Sq. Ft.for up to a 150 IVIRK wind load,
4. Span is measured from center of beam and upright connection to fascia or wall connection
5. Above spans do not include length of knee brace, Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
6. Fudin spacing shall not exceed 6'-8" . For beam spans greater than 40'-0"the beam at the center pudin and one
purlin for each 14'-0'on each side of the center pudin shall include lateral bracing as shown in detail(48'-0")span with
purfins at 6'-8* o.c.center pudin and(2)pudins each side of center pudin need lateral bracing.
Example: Max.'L'for 2"x 4"x 0.050"hollow section with W=5'-0"= I V-4"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 214368,SOUTH DAYTONA,FL 32121
TELEPHONE(386)767-4774
FAX(386)767-6556
PAGE COPYRIGHT 2003 ART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E
OT To P
1-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION
SCREENED ENCLOSURES SECTION 1
Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members
Aluminum Alloy 6063 T-6
For Areas with Wind Loads up to 150 M.P.H.and Latitudes Below 30'-30'-00" North (Jacksonville, FL)
A.Sections Fastened To Beams With C112s.Tributary Load Width'W' Purlin Spacing
7� - -81,d
Hollow Sections 3--6-- 1 4-4` 1 4'-6" 5'-6 �-767��6
Allowable Span 1' bending V or deflection V
_9" d 6-6�. b 6-3" b 5'-11" b
2"x 2"x 0.044" T-8" d T-4" d 7'-0" d 6 —
d 6'-11" d 6'-g" d 6'-6" b
2"x 2"x 0.055" 81-1- d T-g" d T-5' d T-2'
3"x 2"x 0.045" 8'-8' d 8'-Y d 7'-1 V d T-8" d T-5" d T-3. d U-11" d
107— g'-3" b 8'-10" b 8--5" b 8'-0" U
2"x 3"x 0.045" 9- d d 9'-9" b
--��2 �---4-- b --j-07 8- b 10'-2" b 9'-8" b 1 9--Y p 8'-9" b
2" x 4"x 0.050" 2. b 117 —
Tributary Load Width'W' Purlin MSpaci,,ng
Snap Sections 3'-6" 4'-G" _n
Allowable Span'L'/bending V or deflection V
:'w
d T-3" d T-0" d 6-9" d
2"x 2"x 0.044 8'-5" d 8'-1" d T-9 M" d T-6 - b
11 7 d I-- d 101-8" d 10'-4" d 9'-11" b 9'-6" b 9'-0
2" x 3"x 0,045"
�2"x4"x- .045" 14,-8" d 14'-0" d 13'-6" d 12'-9" t) 12'-2" b 11'-8" b
B.Sections Fastened Through Beam Webs Into Screw Bosses
Tributary Load Width'W' Purlin Spacing
Hollow Sections 3--6" 1 4--0-- 41.6.1 --6 6'-0 6'-8
Allowable Span'L'/bending V or deflection V
2"x 2"x 0.044" 9'-2" b 8'-7' b T-8" b TA" b 6'-11 b 6'-7 b
77.—2-.0 055" 9'-11" b 9'-4" b 8'-10" b 8'A" T- 1 b T-T b T-3
12"x 3"x 0.050" 12'-4" b 1 V-7" b 10'-11' b 10'-4" b 9'- 0 Q'-F" h 8--11
12"x 4"x 0.050" 13'-7" b 12'-8'* b JV-11- h 11--4-
Tributary Load Width'W'= Purlin Spacing
aSnap Sections 3'-6" 1 4--0-- .. 4'.6" 51-01, 5'-6" 6'-,D 6-8
Allowable Span 1'1 bending V or deflection V
10,
,-I 1.� hl In'-?" In 1 '-8" b 8--4" b T-I I
2"x 2"x 0.044"' 1 1 V� b
Notes:
1. Thicknesses shown are"nominal"industry standard tolerances. No wall thickness shall be less than 0.040".
2. Spans are based on a minimum of 10#/Sq. Ft. for up to a 150 M.P.H.wind load.3. Span is measured from
center of beam and upright connection to fascia or wall connection.
3. Span is measured from center of beam and upright connection to fascia or wall connection.
4. Purfin spacing shall not exceed 6'-8". For beam spans greater than 40'-0"the beam at the center purlin and
one purlin for each 14'-0"on each side of the center purfin shall include lateral bracing as shown in detail
(48'-0")span with purlins at 6'-8" o.c.center purlin and(2)purlins each side of center purlin need lateral
bracing.
5. Spans may be interpolated.
CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS.
Example:
Max.V for 2"x 4" x 0.050" hollow section fastened to beam with clips with'W= 5'-0" =10'-2"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 214368,SOUTH DAYTONA,FL 32121
TELEPHONE(386)767-4774
FAX(386)767-6556
Q COPYRIGI-IT 2003 T7,P.E -55
C I
OTTOB I
:OT TO BE REPROD
N E UCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNIE
SCREENED ENCLOSURES SECTION 1
Table 1.4 Allowable Post/Girt III Chair Rail Spans, Header Spans & Upright Heights
For Secondary Screen Wall Frame Members
Aluminum Alloy 6063 T-6
For 3 second wind gu a it at velocity of 120 MPH or an applied load of 14#/sq.ft.*
A.Sections As Horizontals Fastened To Posts With Clips --
Hollow Sections Tributa!y Load Width'W'
Allowable Heights'H'/bendii 9 V or deflection V
b 5'.9- bi 5�-6* b 3- b 5'-0-- b
2"x 2-7-0-044- 6' d b C.1-- -6�--4'- b 1 6'-0" b 5'-9" b 5'-6" 0
'2"x 2"x 0.055" f-3`d 6'-11' d 6'-8" b
3"x 2"x 1,045" -7 79-- d -T--rd —6--10 dl 6%7" b 6-4 b 5'-11" b
b 6'-9" D
qi� b 8--Y b T-10 b 1 T-5-- b 7-2 —--T-
--To�.3-- b --T--7- b ---97-0' b -8--7- b 1 8--2-- b T-10" b -5- b
Snap Secth Allowable HeIghts'l-I'l bending V or deflection V
d 1 T-2- cil 6-11- d I 678-'---bT—&4 H b 1-6w b
B.Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses
Tributary Load Width'W' 6'.0" 6--8--
Hollow Sections 4'.6" _1 51-0"
Allowable Heights'H'/bending V or deflection'd'
62"x 2' x�0.�044" T-9" b T.3" b 6-10- b 6--6- bi 67--2" b --5,-1111 b 5-7 ol
x x 0 7'.5- b b (��-5- b 6'.1 b
'x
2 2 2" .0 5 5� --8--5- b 7:11' b .9
x 2"x 0.055"
x 0 0
3"x 2"x 0.045" Y-J- 0 97--8- b b 7;-§ b �7%5-- b -7 71-- b 6-8" 0 1
2"x 3"x 0.045" 10--5- —b 79-9—" b —9'-2- b IT-_9-- b -77�b T-11-- b —T-.7
-717--TO7.--T T— 4
.6. b 91. b 07---
2"x 4"x 0.050" 1- b ��7 �72- b b
Snap Sections Allowable Heights'H'i bending V or deflection V
2"x 2"x 0.0"" 9--2- b 1 8'.7- b 8'-1' b T-8" b 7'-4" b T-O" h 8-- 0
For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the
specifications for tables page at the beginning of this section and example below.
Notes:
1.Thicknesses shown are'nominal"industry standard tolerances.No wall thickness shall be less than 0 040"
2. Using screen panel width'W'select girt lengths.
3. Site specific engineering required for pool enclosures over 20'in mean roof height.
4. Span is to be measured from center of beam and upright connection to fascia or wall connection
5. Chair rails of 2"x 2"x 0.044"min.and set @ 36'in height can be considered as residential guardrails provided
they are attached with min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0"in span
6. Girt spacing shall not exceed 6'-8*.
7. Spans may be interpolated.
IF HEIGHTS FORVEXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE
REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS
SECTION.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 214368,SOUTH DAYTONA FL 32 121
TELEPHONE(386)767-4774
c vit
P c
FAX(386)767-6556
.................................................. PAGE
(g) COPYRIGHT 2003 P E 1-57
OT_To B P ODU
:NOT To BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNET-T.
SCREENED ENCLOSURES SECTION 1
Table 1.6 Minimum upright Sizes and Number of Screws for
Connection of Roof Beams To Wall Uprights or Beam Splicing
Beam Upright Minimum Purlin,Girt Deck' Notes Minimum Number of Screws* Beam Stitching
Size Size &Knee Brace Size- Anchors #8 x'/2" #12x'A Screw @ 24"O.C.
2"x 3" 2"x 3" 2"x 2"x 0.044" 2 _F�jl-Lap - 6 4___T 4
2"x 4" 2"x 3" 2"x 2"x 0.044" 2 Full La 8 6 4
/""0 f Scireaws
x�e
4
6
R6 4 P10
2"x 4" 2"x 4" 2"x 2 x 0.044" 2 Full La 8
2"x 5" 2"x Y 2"x 2"x 0.044" 2 Full La 6 4
2--T7x-- 10 8 6
x 6- 3- 2"x 2"x 0.044" 4 Full La 10 8 6
2"x 6- 2-x 4" 2"x 2"x 0.044" 4 Partial Lap
21.x 7" 2"x 4" 2"x 2"x 0.044" 4 Partial Lap 14 12 10
2"x 8" 2"x 5" 2"x 3"x 0.044" 6 Partial Lap 16 14 12 R14
2"x 9" 2"x 6" 2"x 3"x 0.045" 6- Partial Lap 18 16 14 914
i714
2 x
x 9"" 2"x 7" 2"x 4"x 0 050' 8 -
' Partial Lap 20 18 16
'.x 1 -101 20 18 16 N 14
2"x 10" 2"x 8" 2"x 4"x 0!050 artial Lap I
Screw Size Minimum Distance and Spac g of Screws Gusset Plate Thickness
Edge To Center -Center To Center Beam Size Thickness
- 5/8' 2"x 7"x 0.055"x 0.120" 1/16" 0.063"
#8 5/16" 314" 2"x 8"x 0.072"x 0.224" 1/8" 0.125"
#10 3/8"
#12 1/2" 1. 2-x T x 6.072-x 0.2�4" 1/8- 0,125"
1-1/2" 2"x 9"x 01.082"x 0_306" 1/8" 0.125"
_T14 or 1/4' 3/4"
5/16" 7/8" 1-3/4" 2"x 10"x 0.092"x 0.369" 1/4" =0.25"
3/8" 1" 2"
efers to each side of the connection of the beam and upright and each side of splice connection.
0.082"wall thickness,0.310"flange thickness
Note:
1.Connection of 2"x 6" to 2"x 3"shall use a full lap cut or 1/16"gusset plate.
2.All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi.
3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side ot the cut
4.The number of screws is based on the maximum allowable moment of the beam.
5.The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and/or equal ancriors may
be used.The number shown is the total use 1/2 per side.
6. Hollow splice connections can be made provided the connection is approved by the engineer.
7. If a larger than minimum upright is used the number of screws is the same for each splice with 112 the screws on each side of the
cut.
8, All beam to upright connections for 2"x 7"beams or larger shall have an internal or external gusset plates,Gusset plates are
required for mansard or gable splice connections.
9, For gusset plate connections 2"x 9"beams or larger use 3/4"long screws.
10. The side wall upright shall have a minimum beam size as shown above,ie.,a 2"x 4"upright shall have a 2"x 3"beam.
11.Connect beam to upright w/H-bar,gusset plate,or angle clips for each splice with 1/2 the screws on each side of the cut.
Table 1.7 Minimum Size Screen Enclosure Knee Braces
And Anchoring Required
Aluminum 6063 T-6
Anchoring System
Brace Length Extruslon-1 SIDE
F 0'.2'-0- 12"x 2"x 0.044" 12-H-Channel With(3)#10 x 1/2"EACH
To 3'-0" 2"x 3"x 0.045" 12"H-Channel With(3)#10 x 1/2"EACH SIDE
2"x 4"x 0.044"x 0.12" 12'H-Channel With(4)3/4'long screws
I(size to be determined by beam size,see table 9.6)
To 4'-6"
(See Table 1.6 For Number And Size Of Screws)
Note:
1. For required knee braces greater than 4'-6'contact engineer for specifications and details.
2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.0 BOX 214368,SOUTH DAYTONA,FL 32121
TELEPHONE(386)767A774
FAX(386)767-6556
PAGE
@ COPYRIGHT 2003 1-59
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. L:I__
SECTION 1 SCREENED ENCLOSURES
OPTIONAL POSITION OF TOP
1" x 2" SNAP SECTIONS
RAIL W1 1" x 2"
ATTACH TO 2" x 2" W1
#10 x 1-1/2" S.M.S. @ 24" O.C.
OR CONTINUOUS SNAP
SECTIONS OR 2" x 3" (4)
SPLINE GROOVE SECTION 0 (D 0
(D
2" x 2"AND 1 x 2" MAY BE
ROTATED TO RECEIVE ALTERNATE FLAT ROOF
SCREEN
e - - - - - - - - - - - - - --
0 SELECT FASTENER SIZE,
NUMBER AND PATTERN
0
(SEE TABLE 1.6 & 9.5A OR 9.513)
x
N
2" x 4" BEAM TO 2" x 3" UPRIGHT CONNECTION DETAIL (FULL LAP)
SCALE: 3" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 214368.SOUTH DAYTONA.FL 32121
TELEPHONE(386)7674774
FAX(386)767-6556
P GE @ COPYRIGHT 2003 EN PERMISSION OF LAWRENCE E.BENNETT P E
I:-10=NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT!
SECTION 1 SCREENED ENCLOSURES
PURLINS ANCHORED W/CLIPS
OR THROUGH #10 SCREWS
INTO SCREW BOSSES
e 0
0 0
(D CO)
0 0
GIRTS ANCHORED W/ CLIPS
OR THROUGH #10 SCREWS
INTO SCREW BOSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4"x 2-1/4"
CONCRETE/MASONRY
ANCHORS @ 6- FROM EACH
POST AND 24" O.C. MAX. AND
WALLS MIN. 1" FROM EDGE OF
CONCRETE
1 4
4 4
4 4
4
PURLIN & CHAIR RAIL DETAIL
SCALE: 3" = l'-O"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
P.O.BOX 214368,SOUTH DAYTONA.FL 32121
TELEPHONE(386)767-4774
FAX(386)767-6556
PAGE
@ COPYRIGHT 2003
1-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT.P.E
SECTION I SCREENED ENCLOSURES
1/4"x 6" RAWL TAPPER
THROUGH 1"x 2"AND ALUMINUM FRAME SCREEN
ROWILOCK INTO FIRST WALL
COURSE OF BRICKS
CAP BRICK
BRICK KNEEWALL TYPE 'S'
ALTERNATE CONNECTION OF MORTAR REQUIRED FOR
SCREENED ENCLOSURE FOR
LOAD BEARING BRICK WALL
BRICK OR OTHER NON-
STRUCTURAL KNEE WALL Cl) 4" (NOMINAL) PATIO
V WIDE x 0.063"THICK STRAP CONCRETE SLAB W/6 x 6 -
@ EACH POST FROM POST TO 10 x 10 WELDED WIRE MESH
FOOTING W/(2)#10 x 3/4" L OR FIBER MESH CONCRETE
S.M.S. STRAP TO POST AND 4
(1) 1/4"x 1-3/4"CONCRETE 4 (3)#30 BARS OR (1)
4
ANCHOR TO SLAB OR #50 BAR W/2-1/2"COVER
FOOTING (TYP.)
BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS
SCALE: 3/4" = V-0" �3�#3 BAR CONT. OR
1 #5 BAR CONT.
#3 BAR CONT. OR 4
2'-O" MIN, 3-1/2" (TYP 1 #5 BAR CONT.
ALL SLABS) 4v
BEFORE SLOPE
4
Ell
IT"/=
4
I I�F=Fl 7=Fl -=�l r=-�,
8"
TYPE I TYPE 11 TYPE Ili
FLAT SLOPE NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
0-2" 12" 2"/ 12" - I'-10" > 11-101,
Notes: 1. No footing required except when addressing erosion until the slab width in the direction of the primary
exceeds 32 ft., then a type 11 footing is required under the load bearing wall only unless the side wall
exceeds 16 ft. in height or the enclosure is in a "C"exposure catagory in which case a type 11 footing
is required for all walls.
2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing
capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab.
3. The slab/foundation shall be cleared of debris and roots and compacted prior to placement of
concrete.
4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6- 10 x 10 welded wire
mesh or fiber mesh may be used in lieu of mesh.
5. If local building codes require a minimum footing, use type 11 footing or footing sections required by
local code. Local code governs.
SLAB-FOOTING DETAILS
SCALE: 3/4" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER-DEVELOPMENT CONSULTANT
RO.BOX 2`14368,SOUTH DAYTONA,FL 32121
TELEPHONE(386)767-4774
FAX(386)767-6556
PAGE
COPYRIGHT 2003
1-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT P.E
yAp SHOTVING BOUNDARY SURVEY OF
LOr 1,51, sELV,4 LAAFS UNIT THREE ACCORD.ING TO THE PLAT THEREOF AS RECORDED IN
OF THE CURREArT pUB.Ljc RECORDS OF DUVAL
PLAT BOOK 44, PAGES 60,60A AArD 60E,
COUNTY, FLORIDA
NOTES.,
1. BEAPjNGS ESTA13USHED FROM THE PLAT.
2,8EARING.OF-SELVA
3/&�S OR, HELD FIXED.
3. FIELD WORXP4/18/
4. ALL BEARINS DISTANCES PLAT & COMPUTED.
/—FOUND ALUM. CII?CLE
DISK DURDEN (60 'RI
VA LA KES
SEL
0
34-52 4.0' NO 1/2*1.P.
FOUND 1/2'I.P.
NO CAP 1-3B'OAP NO CAP
0.5'
FOUND 1/2*1.P.
P.C, t' A', 7.5' J.E.A.EASEMENT
15'x �.5' CONCRETE PAD
13-81'
f Atlantj Beach
is. and Zoning Department
1 180 2.0' 00
10.0'x 10.0' J.E.A. 1 1.0'x I. 1.0'x 1.0, 1.0'x 10, Planni 0
EASEMENT a with appr'C$b
rovat &es oompli nee
Pkon and other local la
iz subd
de io ment re e@oions, but does not Constitu
0 ap I for the sgusnCe Of permits. Complian
0) iag Code WW au other applicab
-1 1 permitung requirement
O� 1, te and ed.ere I
1.80, 0 rftd n*Wm the C*y of Allen
01 01 ing prw
rn
B-56' 6.80' 2 STORY Drew
TOWNHOU
NO
2 STORY STUCCO 0
11) IQ CL
TOWNHOUSE
NO.655
2-5'x 3-0'
A/C .7,50' 5.40
: . q ,
5.1 0
2.0' S.6 2 0'
2.0
5.30,
Ui
1 8:50' 15, 0� 150
0 CONCRETE 6.0' WOOD FENCE
p
LID
13� LOT 162 1.20'
7-2'
�OT t4 B3'42'OO
x 0.7' FOUND 1/2'I.P.
'A 34-50' DURDEN
FOUND 1/2-I.P.
34-50 DURDEN
FOUND 1/2'I.P.
0' 5' 10' 25' 50,
rn'r rE PLAZA 1,4T 1300K 10, PAGE 11
'I rj
GRAPPJC SCALE 1'-20' SCALE By SECTIO'ff IVO.,q, SALTAIJ?, P
030354 SYVBOLS;
9501 NORMANDY BOULEVARD. JACKSONVILLE, FLORIDA. x—CHAIN LINK
32221-P.O. BOX 6957, JACKSOIAALLE,. FLURIDA 32236--6957 FENCE
OONEY & SONS -695-1010 FAX, (9q4)-695-3356 ——WOOD FENCE
PHONE (904) w—MRE FENCE
JAMES R.'BARRESI / ALAN 8, ALMAND P.A. / COMMONWEALTH LAND TITLE —E—ELECTRIC LINE
I HEREBY CERTIFY TO CUj UTILITY POLE
INSURANCE CO. G) WELL
IS SURVEY MEETS THE MINIMUM TECHNICAL-STANDARDS 6S SET FORTH 01' THE FLO1IDA E30 kRO, OF PROFE!iSIONAL LAND SURVEYORS IL4
CHAPTER 6iCi7-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. ASPHALT
OVERHEAD
INSURANCE RATET—FM_
FEMA FLOOD INFOTMATI PERTAINING TO LANDS SHOWN HEREON:
ZONE x PANEL 120075 , ...— DATE -4/18'/," 1 / DUVAL — COUNTY, FLORIDA. CONCRET-E
P.O... .-POINT OF COMMENCEMENT R.L.S.- NO SURVEYOR N-NORTH S-SOUTH E-EAST W-ACST
P.O.B.-PORiT OF BEGINNING PROP.-PROPOSED C/L-CENTER LINE EX.-EXCEP,11014 TIP
P.C.-POINT OF CURVATURE LB.-UCENSE BUSINESS F.F.-FINISH FLOOR EL-ELEVATION P.S.M.-PROFESSIONAL SURVVEYOR/MAPPER
P.T.-PoiNT OF TANGENT O.R.Y.-OFFIOAL RECORDS-VOLUME BL)(.-SLOCK FND.-FOUND J.E.A.-JACK SONIA LLE ELECTRIC AUTIHORITY
O.R.U.-OFFICIAL RECORDS BOOK I.P.-IRON PIPE RS.-REBAR P.R.M,-PERMANENT RUD�ENCE MONUMEJ�T
P.R.C.-POINT OF REVERSE CURVA11JRE -BOULEVARD LA.-LANE
P C.C.-PaNT OF COMPOUND CURVATURE D.B.-DEEO BOOK PC.-PACE CONC.-CONCRETE A/C-AJR CONDITIONER BLVD.
P.B.-PLAT BOOK M.B.-MAP BOOK ESMT.-EASEMENT ELEC.-ELECTRIC RD.-ROAD No.-NUMBER SEC.-SECTION
PY-PO(NT IF INTT-RSEC11ON INC RES1RiCTION LINE TWP.-TOWNSHIP RMC.-RANGE
P.C.P.-PERMANENT CONTROL POINT CO.-COUNTr FL.-FLORIDA S.R.L.-BUILD ARY LINE P.L.S.-PROFESSIONAL LAND SURAYOR
P,R.P.-PERMANENT REFERENCE POINT AVE.-AYENUE ST.-SlREET F.Z.B.L.-FIOOO Z014E DOUND
C.B.D.-CHORD BEARING AND DISTANCE APPROX.- APPROXIMAIE EXIST.-EXIS!"ING NO UNDERGROUND LOCATIONS
R/W-RIGHT-OF-WAY CT.-COUFfT URVEY
C LEj4GTH R-RADIUS COMP.-COMPUTED RAO.-RADIAL A.K.A.-ALSO KNOWN AS N/F-NOW OR FORMERLY LOCAIED 11ilS S
L-AA P-TILAT C-COMP. D-DEED N.0,V.D.-NAPONAL CCOUETIC VF.R11CAL DATUM
6 -DELTA ANCLE T-TANCENT
JURISDICTIONAL Y&TI-ANOS KRE NOT LOCAFED THIS SURVEI. DENOTES CONCkE'IE MONUMENT D�A�ICNED
EASEMENTS OF RECORD WERE NOT PROVIL)LD FOR THIS SURVEY. DENOTES IRON PIPE --.I
THIS SURVEY DOES NOT DETERMINE OWNERSHIP. SET-DENOTES SET 5/8'x io, PAUL D DjX0t,I-P.S.M.44_52_1
THIS SURVEY NOT VAUD WITHOU"IaOSS4 SEAL �EBe L.B.60135
... ........
Cc:
CITY OF ATLANTIC BEACH [�-Ford.--,
BUILDING / ZONING DEPARTMENT S. Doerr
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application # M - LU3310
Property Address: U.,Sq La-k-e s
A c4_1 e e ri e J 25n(
Applicant:
11,;
P roj ect: -Cf 11-4 1 L
This permit application has been:
12/" Approved
. ............
e-sg�ev�iew �and t�holl�owinj'iums need attention:
Please re-submit your appt ication when these items have been completed.
Reviewed By: Date:
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(ALTERATION S/Al-)DITI ON S)
Date:
scl llk4 LA,&r -,-L 3 ZZ-33
A,
Job Address:
Owner of Properw:
Telephone
:
Address: rr,
Lot Number: Zoninc
Legal Description: Block N umber: g District:
Contractor: v-ryo to Cl late License Number: CdC
�_J �, -L 3ZD73
q Aj6- t-re 34 VgA-o_)6F_ -.--
Contractor's Address: _iils�_16 Fax: Z-7 6-6 q V(9
Telephonei _tLL2__1
fe- A) _C10-SU-'--�E--
Describe proposed use and work to be done:
Present use of land or building(s)l
valuation of proposed construction: � a3 1Z)
What are the dimensions of the added space: .- /0 ' 6 " feet x feet
Will the added area be heated and cooled? —A) New electrical or increase in service? /U0
0 New heatingiair conditioning? ---,v
New plumbing fixtures? IV 0 New fireplace?- /' I . _�e_
Is approval of Homeowner7s Association or other private entity required?_If Yes, please submit with this application.
will th' project involve changes in elevation, site grade or any use of fill material or the removal of any trees?
0 0. Applicant certifies that no change in site grade or fill material will be used on this project.
YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
2/N'O. Applicant certifies that no trees will be removed for this project.
YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board, which meets t-wo times each month.
Procedure: ]a order to expedite issuance of permits, please follow ail steps and 3prooriate.
incomplete applications may result in delay in issuance of permit.
STEP I. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information. piv�e
contact the Planning and Zoning Department at 904-247-5826. In order to correctly veriN zoning designation, ple�Lse h3vt
Property Appraiser's Real Estate Number available.
STEP 2. Contact the Citv of Atlantic Beach Department of Public Works to determine if a pre-construction or post_cciiistrl�ciion
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Depar-tment of�ublic Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
plication, Energy Code Forms, Notice of Commencement. &x1ler/Contractor Affidavi, it'
STEP 4. Please submit Building Permit Ap i trie A,�antic,
owner is contractor, and four(4)complete sets of construction plans to tile Building Department. which is located a
Bt,ach City Hall, goo Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)1-47-5926
800 Seminole Road - Atlantic Beach, Florida 32233-5445
Telephone: (904)247-5800 - Fax: (904) 247-5845 - http://�A,,A�NN.ei.atlantic-beach.fl.us, -
1 :4 0.!
Pace I
priate for the type of work beino
In addidon to construction and engineering detail, plans must contain the following information as appro
performed. Scale of drawinp should be sufficient to depict all required information in a clear and legible manner.
-T. Current survey showing the property boundary with bearings and distances and the legal description. -v
2. Location of all structures, temporary and peTmanent,including setbacks, building height,number of stories and square footage. Identif.
an),existing struct=s and uses.
3. U required by the Department of Public Works, a pre-construction topographical survey.
4. Any significant environmental features,including an),jurisdictional wetlands,CCCL, natural ,vaier bodies. ools
5. impervious Surface area calculations: include driveways, sidewalks, patios and other Imperviuus Surfaces. Swimming p
may be excluded from total Imper-0ous Surface.
6. Other information as may be appropriate for individual applications,
I hereby certif�that all information provided with this application is correct.
Signauure of owner: 2, �� Date:
I hereb,� certIS- Lhat I have rcad and examined this application and know the same to be true and correct. All provisions of the lavvs and
ordinances governing this type of work will be complied with, whether specified herein or not. 'Me granting of a pern�t 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 mariner. uicluding the
governing of const.ruction or the performance ofconstruction of the property. I understand that the issuance of this permit is contingent upon the
above information beingtrue and correct and that the plans and supporting data have been or shall be provided as required.
Date: E�Z-1163
Signature of Contractor: T—--r—
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: Akn-�oou!� I CicoRk -
Mailing Address: 1_1�r7T 'U&C 'fr e &eEAJL)F_ -Sv're 309 NAP66- -1 Oft- 3 2-073
Telephone: qo�_ E-.N-f ail:
AS TO OWNER:
Sworn to and subscribed before me this day of 20
State of Florida, County of Duv A46 S.Q�0'1-1///"
C
-*Q0�0%200�O/ Notary's Signature:
_%221"Personally known
#DD118695
: Z___- Produced identification
Type of Identification produced
AS TO CONTRACTOR: too it Im 0\
20AJ_
Sworn to and subscribed before me thi,� day of i,'f4
ael S. '400,
State ofFlorida, County ofDuv SIOAve
19'?0
y ignature:
cp ar 's Si
#DD118695
Personally known
p roduced identification
C d� Type of identification produced
Sit,
800 Seminole Road - Atlantic Beach, Florida 32233-5445
Page 2 Telephone: (904)247-5800 - Fax: (904)247-5845 - http://wm,NN,,ci.atlantic-beach.fl.us RcNised 111410-3
. Selva Lakes Homeowners Association Ine-
RFQUEST FOR ARGUTECTURAL APPROVAL
This request form is to be.completed by the Homeowner and submitted to the (ARC)
Architectural Review Board prior to the commencement of any work.
Please comPlete in its entirety
Date received by ARC 0
TIES SECTION TO BE COMPLETED BY HONIEOWNER
Date: Lot 9
Name:
Address: Bus: 6
HomePh
SC
Contractor: A6��c
een p�qm addition,f�ncq,garage door,siding, etc.)
D ribe the work to be done: (i.e. Scr SICK4_2p
cfe_a_y�' 13
L 5-1-1 7(3
rk to be done.
survey indicatinor the 10catiOn o"o
Location: Attach a copy of YV_r
Describe Location:
ns (material,
specificatio
specifications: Attach a copy of the plans, drawing, picture'
color, etc.) All exterior paint must meet SLA specifications.
Estimated date of completion: —� 5:�S�3� ired to supervise t he
ponsible for the conduct of the contractor.You are requ
NOTE: owners are res for any damage done to common property or
work being done.You are responsible and liable uired to provide the
adjacent property.When required by The City of Atlantic Beach you are req
ARC with a copy the building permit
s MUST BE STRICTLY ADHEARD TO
THE COVENANTS AND RESTRICTION
owners Signature:
Date: ........
ill i--H-++++4
Do not write below this line
—Date D�enied:
Date Approved:
S1(ARC) sigh1ture:
nts or conditions:
Comme
-7
"""EARED 10/10/03, 8:33 :44
CITY OF ATLANTIC BEACH INSPECTION TICKET
--------------------------------------- INSPECTOR: LARRY J HIGGINS PACE
ADDRESS ---------------------------- DATE 10/10/03
- : 659 SELVA LAKES CIR
TENANT, NBR: ALUMINUM SUBDIV: ------------
CONTRACTOR SCREENED ENCLOSU
OWNER AABLE SCREENROOMS & ENCL, INC
PARCEL BARRESI, JANEY R. PHONE (904) 276-0801
172027-5894- - PHONE (904) 249-2832
APPL NUMBER: 03-00026886 SCREENED ENCLOSURE
--------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
TYP/sQ REQUESTED INSP ESCRIPTION
-L I"":i'
----------COMPLETED RESULT ESULTS/COMMENTS
---------- ----- ------
11 01 10/10/03 BI -----------------------------------
BD SLAB TIME: 08:00 -----------------------
887-SG07
8�
COMMENTS AND NOTES