Permit Pool Cage 1486 Begonia 2011 Palace Pools Inc 9049982022 • P 3
Jun 151 1 12:56p QC. 011PN ,7 I MCC. i - L
1
� � 1 � 90.0' _ , - Ic
-_ n e
mecei P _ •
\I N.
T ' 1.4: - :-•$t I '' r ... - c1/4
: _ _ _ BIS
4., • V -.
.:_ ilit LW'
4 es- ..... -_-: \
`/ , +• " w��::Y � - _ - _ A 'mil x
r 0, . - 26.I 1 • - :. • 1 FIN E NC i Y I y 6J I 7 4 Z1 3
col ___ c . -4N or - ► i- C L
E31 Q a I tn ,,
co . O ..
No N�AS�.if- — - J� 9j9 0 3' � -
�... n � - 11 W1,
le . - t -t 0 { t
d
•
o Q lit' w + o�� !- L OT 3
1
P l ' 1t� T f t
wpi. hl 6 t �,� ,Q
6495 1-:el
-�
NOTE: rG `� ALL 4v�l
FINAL SURVEY: 02-28- o �.TS � - ��?='
THAT ;WS Y �°R? aa DI s1Gi7 —B. E ( : roam a Homy awry eor s moutemor
MR LAND SURvEVORS DI ACCORD
THEE ARE EAflvE I Vt5i (OM 7J�E SUBJECT PROPERTY EXCEPT AS-So:Ara. 1 1, s SO
7iiJItE m Btlr - � - we. - t : �'�- 11/4311. ROOD °LAWN Jew UNE 'sue Aq suRr� TO LIE ' ' A". i 1 aF- ari
•9t` t Fancy ....47_40 f ' i P P. PL OF il Cara
zees „n �sn •- m f� w j PLGPG�r CF CO
112711 *PPS. ° - e - xtec
A RY 28 200 -01f---/ i �
, CO I
SURVEYED , .., R pR1m ►' `° .- 0�oo WM M
«� 1�� wR++E70R° wins a r
SCALE:? BOOK _O PAG£S 9� 7A . JOSE A- H[tl JR -.. -
FIELO BOO 2 SO - sue+er aim vruu ow' 3os� spa. 1
?O
- - - sJelleS alai d8 L :co l L OZ unf
City of Atlantic Beach APPLICATION NUMBER
6:0:110 Building Department (To be assigned by the Building
800 Seminole Road /1 - o? d !
,�> Atlantic Beach, Florida 32233 -5445 /
Phone (904) 247 -5826 • Fax (904) 247 -5845 Date routed: f� ✓l
r E -mail: building- dept @coab.us
City web -site: http: / /www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: /44 4 1 lei- Jr D- • - rtment review required Ye�--No
Applicant: pfif-iids, � 11 /�( j vi 4 I Planning & Zo rator
d r(---/-) Q V t e__ D 0 / �-- Public Works
Project: Public Utilities
Public Safety
Fire Services
Review or Receipt Date
Other Agency Review or Permit Required 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: Eoved. ❑Denied.
(Circle one.) Comments:
BUILDIN (�
PLANNING & ZONING Reviewed by: m t ,�' Date: C5 -11-41
TREE ADMIN. Second Review: Approved as revised. DDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: DApproved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
City of Atlantic Beach APPLICATION NUMBER
r }� Building Department (To be assigned by the Building Department.)
r -- y 800 Seminole Road
J
if ;) , Atlantic Beach, Florida 32233 -5445 � - ' 7 L /
Phone (904) 247 -5826 • Fax (904) 247 -5845 . J
E -mail: building- dept @coab.us Date routed: ,')//
City web -site: http: //www.coab.us /
APPLICATION REVIEW AND TRACKING FORM
C required Yes No J 7 Department review re
Property Address: ,/ , „ /4 ) / e . - p q
Applicant: //,,, / '` / //r - ;' ) ) /,n, Sri / � ' 7 - 7 . Planning & Zoning
---- free- Adfnirristra
Project: 6 C �- Public Works
Public Utilities
Public Safety
Fire Services
Review fee % H [dept Sinatur
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.
(Circle one.) Comments: 5 . / /f
G�r-dG
BUILDING
PLANNING & ZONING glex R eviewed by: C�`'L Date: 3 ! � l
TREE ADMIN. Second Review: A roved as revised.
❑ pp ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 07/27/10
s
NOTICE OF C
Permit No.
_____I -
Tax Folio No_� Section
THE UNDERSIGNED hereby gives notice that improvements will be made to cestainieal property, and. in accordance
Statutes the following information is in this NOTICE OF COMMENCEMENT. 713.13 of the Florida Stan= a
1 Dsccription of property (lega
description): • l _ r� � � —
a) Street (lob) Address: ; , 'Sr
2.General description of improvements:
1 ar
3 .Owner Information Q ►
a) Name and address= le titleholder (• ' other than. owner)
b) Name and address of fee ; � , , p
c) Interest in property 10 O' ° i 7 ; • n � C' �� h n's �j[tY C"T
4.Contractor Information P C.,. !� to 61 - A4
a) Name and � • � '�' C � 1 a Fax No_ (Opt) ' '�
ZZ,,
b) Telephone No_: � ■ ' �i�i��= 2.228
5.Surety Information
a) Name and address:
b) Amount of Bond: Fax No. (Opt)
c) Telephone No.:
&Lender
a) Name and address: phone No_
7. Identity of person
within the State of Florida designated by owner upon whom notices or other dommients maybe served:
a) Name and address: designates Fax No_ (Opt)
b) 8.In addition ttoehi himself f,o__ t receive a copy of the Lienor's Notice as provided m Section
tin o m designates the following person
713.13(1Xb), Florida Statutes:
a) Name and address: Fax 110. (Opt)
b) Telephone No.: unless a different date
9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording
is specified):
WARNING TO OWNER: ANY PAYMENTS
MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 7, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS YOUR PROPERTY.
YO YO THE FIRST
A NOTICE OF COMMENCEI T MAST BE RECORDED AND POSTED ON THE JOB SITE BEFORE
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT
STATE OF F7ARIDA
Gc 41 COUNTY OFPINELLAS X.O.
Signature of r ,ali!!or pwaees /Manager
Picot
The foregoing instrument was acknowledged
before me this _ day of - 2011_, by
(type of authority, eg officer, trustee,
as
(name of party on ' of j ' instrument was executed).
attorney
ProducedIdenh�� Identification Notary Signature " , � ;,.. ...e., -.. 0 ,,
Personal]. .. � OR �` _
Name . , ( _ r "
Type of Identification Produced OR 5� H _ and tbSt
Statutes_ Under penalties of • s R a ' . ., . .,
Verific s t Section 92. of y knowledg a and belief 6� • OD tl
the facts stated in it are true to the best of my �
FORA( Doc a 2011132754, OR 3K i 563t7 Page 2192, ua
''arson Signor$ (in line # io_) Above
Number Pages:1
Recorded 061161201 at 11 :40 AM,
JIM FULLER CLERK CIRCUIT COURT DUVAL
COUNTY
RECORDING $10.00
HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT
The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your
residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various
sunroom category requirements. There may be restrictions on the use of your present home depending on the category
of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom
which could include, but not be limited to, addition of any form of temperature control system or removal of the
doors /windows separating the sunroom from the host structure, the room may become non - compliant with the
requirements as mandated by the Florida Building Code, the Florida Model Energy Code and State Statutes_ — _ _ ___
OWNER
ha■ e read this con fete fo and understand I am receivine a Category' 1 Sunroom t1 -Vl
nn aneo Name _ __ _ -- _ -. Address
Before me this / e day of in the County of Duval, State of Florida has personally appeared
herein by himself/herself and affirms all
statements and declarations herein are true and accurate
FL
MICHAEL D. BRoxAw
Notary Public at Large, State of - County of Duv — " = ' COMMISSIt1N Y DD 871738
Personally Known (for Produced Identification ❑ ` A ,..'.- vri EXPIRES: Apdi 8, 2013
L fD Type ' _' p .... - Bondod Th►u Wary Fbubfe Underwrinna –
Sunroom and Screen Enclosure Requirements
a .
Category 4" 11 III _ IV V
Habitable Space No No No Yes Yes
Foundation Walls <200plf Walls <200plf Walls <200pIf can Walls <200pIf Walls <200plf can
can have 8 "W can have 8 "W have 8 "W x12 "D can have have 8 "Wx12 "D
x12 "D ftg or 3- x12 "D ftg or 3- ftg or 3-1/2" slab if 8 "Wx12 "D ftg ftg OR have site
1/2" slab if no 1/2" slab if no no concentrated OR have site specific
concentrated concentrated load >750Ib OR specific engineering
Toad >750lb OR Toad >750ib OR have site specific engineering
have site specific have site specific engineering
engineering engineering
Existing exterior
GFCI outlet Relocate or add additional outlet to exterior if enclosed
Exit Lighting Not Required Required Required Required Required
Interior Electric Not Required Not Required Required Required Required
Outlets
Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit
Escape exist. structure must meet code - must meet code. Exit must meet must meet code.
Openings allowed if open to code.
atmosphere and
has screen door
leading away
from residence. •
Misc. Window Host structure ' Windows must Windows may be Host structure Host structure
and Door windows /doors be removable fixed or removable. windows & windows & doors
Requirements shall not be Host structure Host structure doors shall not may be removed.
. removed. windows /doors windows and be removed. Forced entry, air
shall not be doors shall not be Forced entry, leakage and water
removed. removed. Forced air leakage penetration
entry, air leakage and water requirements
and water penetration apply.
penetration requirements
requirements apply.
apply.
Wind Borne
Debris Opening Not Required Not Required Required, can be on host structure, if built under existing
Protection roof
Energy Sheets Not Required Not Required Not Required Required Required
HOUSE
1 overhang 1
l y z
1 ., ' '
�tii 1
r , i C
' a
6'T
//////' , ,
11' SMIIII
/ Ell IIMI 3'
a
•
Beam to Beam Connection Details
Ce
GUSSET THICKNESS MUST BE GREATER OR EQUAL TO 'NAL_ THICKNESS Or BEAM.
BEAt�iS IN DESIGN
f xE RS � T I p PEP R EV'S ---- 2" Gutter Strop w/ ('
Site BIAS COh+ LE E EA I?L'C:
�$ Sin" CONNECTION •p •5, 44 iDTac 5 or 7 Inch Super Gu
2 r: a .._-u 1 2*4 WS 20 • #t0 5x45 gm N/A ,�'
2 �: '.. 2x6 SJ48 20 • :40 S►ks I
I
;y..l _ NI A .° e ° o O o 0 0 Ito 2z4 sA# 26 . ino us x/A , \ 2x9 SME
0 0 o 0 0 0 I r 219 SMB
"' S14$ 2Q ' t►t0. mg ` 0 0 0 • 0 0 ° j (Optianai) ' Gusset may t
2 rx 246 ? st 0 RJd 5 20 Run for Extra SuPPa
cw , - --- __ C onnect to Gutter # Bea-
` .3ib 2x9 ste as • zio sus ® H® r t rF R l O GUS _, E t A r With (4) �tl0x� SMS o
Each Side of Gusse
,.r ... 47 ! 21 544$ 4:6 • 710 Sk,t5 20 N/A i
DETAP_ LHOY, ,,, :,`_ G:? Me. 0
Nate: Onl (i)
Recy ired Either
Typical Gage Bracing Details Gtrtte
5a7 frith Super
•
5- 3/4 X I' x 1/81' •
Gutter {Typ
Gale. Strap Plate --
\
5/16" Anchor bolt Expansion Bolt 0+
_kJ' S/S Cable
4- a
- -
(Optional) Gusset may be —/
Run For Extra Support I
Galvanized Strap Detail Con nect to Gutter 4 Beam
(4) #I0xi "5115 Each Side #
of Gusset
Carnelbook With (2)
A 2 -1/2 Coric - -, SING
OulckseL5 !s Cable JICO sleeve
J .. 5/'3 Cable
i
Looped Cable
1 4x5 - 1 2 Tapcon on Side o' Deck
or T1-ough Paver irlo =oote'
Camel Back Detail
Looped Cable Detail Doug
I. ".Aiu
Typical Foundation Details
/ � 6x6 10/10 N r- (TYp
#3 Rebor Cont, - `1 - lCd.'
-�
Z
4OtB: -12 " W (1% 5 or in L
43 Rebar Cont.
t Concrete Shall be 2500 PSI Minimum. Concrete cover for rebar shall be 3" Minimum
2 . Fibermesh may be used in lieu of Woven Wire Mesh.
3. Minimum slab thickness shall be 3i' actual thickness.
4. Concrete Footer must Eaual 1 44 so. in
•
18/14, Flesh Screening
li"x2ex.062" Rec. •
Channel \
i "x2 "x.044 0E3 (2) # SMS Into 2"x2 "x.044" or E
� R,. 511B Each Side n " s
Edge Member �s 2x 5MB Sloped ••,,,. 2x3 x.044" PB
#IOxIi" SM5 I. Flat ? �++ +••
6" Each Side • 10X " SMS One Less (I) #10 SMS or (2) (2) #IOxi " 5115 In
Post /Beam Than Beam Size. #8 SMS Each Side Screw Bosses
and 2' O.G. Example: 2xci Beam I "x2 "x.062" L
(8) Screws per Side Rec. Channel 2x SMB
Typical Post & Beam Section - Purlin to Beam Detail r--
Main Frame
E
(5 Min.) #10x" 51"15 Thru 2x2 PB and 1x2 OB
Composite Shape
Rec. Cha-nel Into Gutter or
I I
2x2x.O Angle Each Side
40000
I8/14 Mesh Screening with (4) #104 in Gutter
gcl J
and (4) #IOx into Beam
i "x216.062" Re mi..
Channel Purlin Sloped
g or Flat
Attach into 2 "x2" @ '
24" O.0 Notch Post for Beam i2"x2�" x.062" Rec. Channel
f� with #104" 5115 One Less
�fr Than Size of' Beam per
2" Gutter Strap with 2x2 "x.Og3 Clip w/
(2) #10x2" 5115 Into (2) #IOx" 5M5
Host Structure Each Side
5 or 7 Inch Super GE
Typical Post & Beam Detail - Gutter Continuous (2) #10x4" 5115
1.
Sidewall Knee Wall Detail 2.
3.
4.
#10x" SMS Top 5
and Bottom 2x P5 or 5MB Post #10x" SMS Top 2x PB or SMS Post 6;
2 "x2" PB Chair Rail, and Bottom 2"x2"
PH Chair Rail.
INI
8,
li " x21 x.062" 9.
Rec. Channel 1 "x2� "x.062" 10.
Rec. Channel 11.
12.
Section at Chair Rail Chair Rail Connection Detail 13.
al
1x2 05 with i" 2x2x.125" Angle with
Concrete Anchors
" O.C, and Within (2) #IOx" SMS Into 2 "x2"x.125 Angle (2) #'Oxi"
6" of Post Post and i "x5"
Concrete Anchor. i Concrete 5115 Spaced 1"
9 Additional Angle and A nc h or D.C, Minimum
+ Anchor for 2x6 Post
,,-.7.,, ,,x min a n d L arger m� 11111•111111 ��� MOM 1111111111111111
6" Notch Column
Max for Baseplate
Typical Post /Base Base Section Post /Column to Base Detail
PRE
Aluminum of Florida, Inc
SCC 051711
1308 St. Johns Bluff Road North
Jacksonville, FL 32225
(904) 998-1938 Fax: (904) 998 -1937
Walls
Ilk 1468 Begonia St
Atlantic Beach
Palace Pools
gli
111.11til ;
y
Lei r Size Thickness Hardness Span Spacing
>A
/�+ Roof Beams 2x6 T5 19' 7'5"
`rri.J
Front Posts 2x5 .050 T5 7'5"
�., f End Posts 2x5 .050 T5 6'7"
Purlins 2x3 .050 T5 67"
L Top Beams 2x3 .050 T5
°`"`'' '`„`{ Chair Rail 2x2 .044 T5
Base Plate ix2 .044 T5 Continuous
Carrier Beams
� Composite /Pans
ac)-4Z I — - --
O Design Wind Speed 120
O Exposure Category B
O H A [ Importancy Factor .77
Iw h A O A Scale 1/8" = 1'
8 ,c, Q Seal /Signature
\,
w. OW
i [L�1 N�
`t
Robert Wood P.E. #31542
Q a 1 2000 Sandpiper Point
r* , Neptune Beach, FL 32266
> q (904) 241-2021
^ W� Certification extends only for the span tables specified for the structural shapes
- listed.
rier Beam to Gutter Detail Gutter to Facia Detail / Beam to Gutter Detail
#iOx " SMS / C nnel tie Ito eiving Note: Gutter Straps only Recpired
er Gutter /Caner Sean !Behind Each Load Bearing Beam
(TYp Carrier, Beam
• •
r• e s (2) 14 SMS at Each
. Gutter Strap and (1) 24"
T
le/ • . • ° i O,C.[nto Nast Structure- •
•
° 2° Gutter Strap Each Beam
(2) #104' St`1S Thru \
Gu tter Strap into Gutter_
Screw Amount (1) Less `�,
Than Size of Bean
.06.2 Rec. Charnel
n \ on Ben \ em
to Gutter Connection with `
Min (5) #10x ' Staggered
Strap
I 1116
aide of
(5 Min.) #10xt" SMS Thru Rec.
-- Channel Into Gutter or 2x2x.O93 Angle
2" Gutter Strap w/ (2) Each Side with (4) #10xi" In Gutter
A #fox SMS (Typ.) \ and (4) #10x " into Beam
".062" Rec. Charnel with
MOM #10x + SMS Ole Less Than
Size of Bev n per Side
lex2i "x.062" Receiving Chc inel
7 / —
tie Into Gutter /Carrier Bean
I
• t
rf
I
fxfx3�i" Angie r
side Corner of
Carrier Bea -n
Gutter w/ (2)
)c " Each Side
ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAM - <= 150 MPH
TRIBUTARY LOAD WIDTH 10' -0" 14' -0" 18' - 0" 22-0" 2 6-0" 30'-0" 34'-0" ' 38'-0" 42' -0" 46-0" 50' -0"
E SELF - MATING BEAMS
2x4x0.044x0.10+ 10' -10" 9' -2" 8' -1" 7-4" 6� -9" 6'
10 -10 9' -6 3 ' S' -11" 5' -7" 5' -3" 5' -1" 4' -10
8 -T' T -11
2x5x0.050x0.1++ 12-9" " 7-4" 6' -11" 6'- 6' -3" 5' -11" 6-8"
2x8x0.050x0.120 15'-4" 13'-0" 11' -5" 10'-4" 9'-6" 8' -10" 8'-4" 7' -10" 7 -8" 7' -2" 6' -10"
2x1x0.055x0.120 17-4" 14'-8" 17 -11" 11' -8" 10'-O" 10' -0" 9'-4" 8' -10" 8' -5" 8' -1" T -9"
24x0.072x0.22- 23'-4" 20' -7" 18' -2" 16'-5" 15' -1" 14' -1" 13' -2" , 12 -6" 11' - 10" 11' 10' -10"
2x9x0.0.72x0.22 25'-7" 22-3" 19'-8" 1T-a" 16'-4" 15 14'-3" 13'-6" ' 12' -10" 12' -3" 11'-9"
W4082 27 -10" 24' -11" 22-3" 20' -2" 18' -6" 17 -3" 16 -2" 15'-4" 14' -7' . 13'-11" 13'-4"
2x1 ,08x0. .: 31'-11" 28' -6" 25' -11" 23'- -10 17-10
5" 21' -7" 20'4" 18'" - ' " 16' -11" 16'-2" 15'-6"
E SELF- MAT1NG'B AM.a -
2x7xQ.0.55x0.1 1 27-5" 20' -1" 18' -3" 16'-6" 15' -2" 14' -2" 13'-3" 12-7" 11'-11" 11' - 5" 10' - 11"
2X$xO.072x0.224 29'-5" 26' -4" 24' -2" 22'-8" 21'i -5" 19'-11" 18' -8" 1 7'-8" 18' -10" 16-1" 15'-8"
2X8X6.0r2ic0.22 37-3" 28' -10" 28' -6" 24 ' -10" 23' -1" 21'-6" 20' -2" 19' -1" - 18'.2" 17'-4" 16'-8"
2x9X0.48Ze0.31 + 35' -1" 31'-5" 28' -10" 27' -0" 25-6" 24'-4" 22-11" 21' -8" 20'-7" 19' -8"" 18' -11"
2X10xQ. 31c0. - 40' -3" 36'-0" 33' -1" 30' -11" 29'-3" 27' -11" _ '
INUM sea Auv SE PLAI NS, ANGLES CHAKNELS ALL SH iL SE S II. MIN. MONS STRESS. 1E" a.s.t. 26'_8' 26' 3 24' -0" 22' -11" 22'-0"
PROJECT ADDRESS: ./yea_. Ze_C3 PATIO /POOL SCREEN ENCLOSURES
REVISIONS
COUNTY: _ ./92 7 9—
PERMIT NUMBER:
1 >
PROJECT
DESCRIPTION: Screen Enclosure W
over Pool ` �
OCCUPANCY /USE TYPE: X SINGLE FAMILY
D\
S _. 2
❑ MULTI- FAMILY
❑ INDUSTRIAL
El COMMERCIAL ❑ OTHER:
4LLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H.
POST SPACING 4' -0" 5' -0" 6' -0" 71_0"
POSURE CATEGOR B C B 1 C I B I C B c I B 8' 0" C
LF- MATING BEAMS 1 1 1 I
2x4x0.044x0.150 16' - 13' -7" 14' -8" IIESME2311 11' - 12' -5" 1 10' - 1 -7" I 9' -7"
2x5x0,050x0.146 19 16' -0" 17' -3" 14'-4" 1 15' -9" 13' -1" 14' -7" I
2x6x0,050x0.130 23' -2" 19' -2" 20' -9" 17' -2" . 19' -11" 15' -8" 17' -6" 1 14' -1" 16' -4" 11' -7" I
14' -6" � 16'-4" I 13' -7" }
2x7x0.055x0,120 26' -2" 21' -8" 23'-4" 19' -4" 21 17' -8" 1 19' -9" 16' -4" ! 18' -6" 15' -4" i
2x8x0,072x0.240 36' -9" 30' -5" 132' -10" 27' -3" 30' -0" 24' -10" 1 27 ' - 9" 23' -0" 26' -0" 21' -6"
2x9x0,072X0,224 39' -9" 24 11 28' -1" 32' -11" j 35' -7" 29' -6" 32' -5" 26' -11" 30' -0" + i
" 23 I
2x9x0.082x0.310 45' -1" 37' -5" 40' -4" 33' -5" 36' -10" 30' -6" 34' -1" 28' -3" 31' -10" 26' -5"
2x10x0.093x0.389 52' -6" ! 43' -6" 46' -11" 1 38' -11" I 42' -10" I 35' -6" 39' -8" 32' -11" I 37' -1" I 30' -9" 1 7 EXTRUSIONS
2x4X0.050 16' -5" 1 13` -7" 14' -8" I 12' -2" 13' -5" 11' - 12' -5" 10' -3" 11' -7" 9' -7"
______ 2x5X0.0501 19' -4" I 16' -0" I 17' -3" I 14' -4" 15' -9" 13' -1" I 14' -7" 8 4 I
NOTE: ALUMINUM BEAM ALLOY SHALL BE 6005 -T6 PUR NS ANGLES AND CHANNELS ALLOY
_ SHALL BE 6006 -T6. MIN. BENDING STRESS = 16,000 P.5.1. MIN. THICKNESS = 0.040 INCHES I
I ALLOWABLE SPANS FOR SCREEN ENCLOSURE ROOF BEAMS - <= 120 M.P.H.
NOTE: ALUMINUM BEAM ALLOY SHALL BE 6005 - T5
'� • PURLINS, ANGLES AND CHANNELS ALLOY SHALL BE
6005 -T5.
BEAM SPACING 4' - 0" 5' - 0" 6'4)" 7' -0" i 9' -0„ MINIMUM B ENDING SS 15,0 I
..
SELF - MATING BEAMS -- - MINIMUM THICKNESS • STRE 0.040 = INCH ES P
2x4x0,044x0.150 17 -1 17 -1 17 -1 17 -1 16 -5 15 -9
2x5x0.050x0.146 22 -3 1 22 -3 1 21 -6 20 -5 19 -6 18-9
' 2x6x0.050x0.130 28 -10 27 -1 25-6 24 -3 23 -2 22 -3
2x7x0.055x0.120 33 -9 31-4 29 -6 27 -11 26 -2 25 -3
2x8x0.072x0.240 41 -3 38 -3 36 -0 34 -2 1 32 -9 31 -5
2x9x0.072x0.224 44 -9 41 -7 39 -1 37 -2 35 -6 1 34 -2
de 2x13x0.389 5� 52-3 49-2 46 -8 44 -8 42.11
I POST EXTRUSIONS
1 2x4X0.050 13 -11 13 -11 13 -11 13 -11 j 13 -11 13_9 1 !
i
! 2x5X0.050 18 -7 18 -7 18 -7 18 -1 I 17 -4 1 16 -8 I
neral Notes and Design Criteria:
A screen enclosure is designed to be attached to a permanent base host structure of adequate structural capacity.
The homeowner /contractor shall verify that the base host structure is in good condition and of sufficient strength to support
the proposed addition by hiring a professional installer.
The homeowner /contractor shall hire a qualified professional to verify the capacity of the typical details.
Site specific engineering Is required for structures greater than thirty feet. Roof spans greater than fifty feet and /or conditions
not covered by the span tables
The 2007 Florida Building Code is the basis of design wind loading for the span tables as per Chapter 20, Table 2002.4
Maximum puriln spacing is 7 for spans greater than 30 feet. Internal lateral bracing is required for stability.
Mean roof height shall be less than or equal to 30 feet. The ridge of the screen enclosure shall not exceed the ridge height of
the base host structure.
The exposure category is per site location. "C" for structures along the coast and "B" for all others.
The basic wind speed Is less than or equal to 150 MPH. The Importance factor Is 0.77.
The spans are based on an open building enclosure classification.
The typical details shown are indicative of a standard installation. The engineer of record shall verify the adequacy of the
typical details.
Certification extends only for the tabulated spans of the structural shapes listed. The engineer of record shall verify all other
details Including overall stability.
Interpolation between listed member spacing is permitted. Extrapolation beyond the tabulated spacing is prohibited.
PROJECT ADDRESS' cv8C/u,v PATIO /POOL SCREEN ENCLOSURES
REVISIONS
COUNTY: : ,qT ,L B ' /-/
PERMIT NUMBER:
PROJECT DESCRIPTION: Screen Enclosure ite
over Pool t x t1
€ 6\ k
OCCUPANCY /USE TYPE: X SINGLE FAMILY
S mg 1
❑ MULTI- FAMILY ❑ INDUSTRIAL
❑ COMMERCIAL ❑ OTHER:
•
g `I CITY OF ATLANTIC BEACH
• a , , ,, f
` hr 800 SEMINOLE ROAD
" ` .:. ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5814
Application Number 11- 00002489 Date 9/08/11
Property Address 1486 BEGONIA ST
Application type description RESIDENTIAL ADDITION
Property Zoning TO BE UPDATED
Application valuation . . . 3100
Application desc
screen over pool
Owner Contractor
WALL JOYCE MARIE PREFERRED ALUMINUM OF FLORIDA
1486 BEGONIA ST 855 -14 ST.JOHNS BLUFF ROAD
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225
(904) 998 -1938
Structure Information 000 000
Construction Type . . . . . TYPE 5 -A
Occupancy Type RESIDENTIAL
Flood Zone ZONE X
Permit RESIDENTIAL ADDITION
Additional desc .
Permit Fee . . . 70.00 Plan Check Fee 35.00
Issue Date . . . Valuation . . . . 3100
Expiration Date . 3/06/12
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/2009 REVISIONS
NATIONA1 ELECTRIC CODE
REQUIRED INSPECTIONS:
*POOL STEEL
*ELECTRICAL GROUNDING AND BONDING
*FINAL (PUMPS MUST BE RUNNING FOR FINAL)
SWIMMING POOL SAFETY INSPECTION REQUIRED
Other Fees STATE DCA SURCHARGE 2.00
STATE DBPR SURCHARGE 2.00
Fee summary Charged Paid Credited Due
Permit Fee Total 70.00 70.00 .00 .00
Plan Check Total 35.00 35.00 .00 .00
Other Fee Total 4.00 4.00 .00 .00
Grand Total 109.00 109.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247 -5826 Fax (904) 247 -5845
Job Address: , 8-� .e5, A.,; 71 Permit Number: f
f AY 8
Legal Description ,e-1f 1 Ai lati �. ,�',ic/ sff Parcel #
Valuation of Wor — F Area ot 'q..Ft. S .Ft
k $ - l /, / Proposed Work heated /cooled �
non- heated /cooled ,7 95
Class of Work (circle one): NewC Addition Alteration Repair Move Demolition pool/spa window /door
Use of existing /proposed structure(s) (circle one): Commercial (esiden 1_
If an existing structure, is a fire sprinkler system installed? (Circle one): es No N /A
Florida Product Approval #
For multiple products use product approval form
Describe in detail the type of work to be performed: ire > Fti e../ t° 4/
— ?Co 76y— —
Property Owner Information:
Name: a/4/6" i jia,, eto Address: / 4` - ,(.4,1e-4....e, J-4 City 49i /diJ,c /s State j Zip 4 b23,2 Phone
E -Mail or Fax # (Optional)
Contractor Information:
Company Name: ', 2.0 / d.4. c „ ' Z/ Qualifying Agent: %c. .! . / � ,n, <C-
Address: i,?e 14- ,8i --O 4 City . -Y y State '/ Zip ,�' �J s"'
`1
Office Phone W9 /� J Job Site/ Contact Number /Gy -02/47 ; J . 7 / Fax # g O 4 7 , - 99j-/ 2 7
State Certification/Registration # ,f'Cc' 0 s 7/1 -
Architect Name & Phone # --- ..,,,,;, .. ;,- fy ,,
Engineer's Name & Phone # /
Fee Simple Title Holder Name and Address f ' ( 4
Bonding Company Name and Address .----- ;:
Mortgage Lender Name and Address
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 rior 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 is suspended or abandoned for aperiod of six (6) months at any time aver
work is commenced. I understand that separate permits must be secured or Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters,
Tanks and Air Conditioners, do
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 plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will he complied with whether specid herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal, s te. r local law regulating construction or the performance of construction.
7
Signature of Owner \ ., ✓ I
ry; A '`r k.,, Signature of Contractor
Print Name
_ _.._ .- _ _
,,,, _ Print Name /P/.� /l:
17or 7 Mr c Miss�oN;tDDe71r
-_
Sworn to and subsc . . 1 e EXPIRES a, 2 013 M.,, r '
�; � Sworn toa subsc
this ; 1, - ,
� Day o' , ' 1� Bonded Um Public , ,..� - this !t .Da Q / MY COMMISSION # DD 8717
r
•
7 :-.--"--- _._ I � 6 Bonded thm Notary Pubfc u em
Notary - Public ot. , 'u, lc
Revised 01.26.10
Baer 4/ 4 ' ( - it��. 1 -- _
�` s"—' — - -- 'O�� I b • Air
3311 r - -' +
�y a �� g � =:- 1 , fi n
"l PAD L.T.. _ � "_ ' " `
xr
- -_. fir . _� 4_
I CD
^f • 26 1 FIN i. EL ( 11 • 67)
� r � Y . 1 CQ .9/ - _ 'i - in 486 s -_.
CE a► J T: , 4 ; . 1'. is 1 c • n 4
-e S t° Sc.a ., 1
't S'C r•PP n
hCIOS4:2 f2
Robert Wood PE 31542 0� ,.+ Anon Rp,o
2000 Sandpiper Point - &it , /0 sv ht.
Neptune Beach, FL. 32233
Phone/Fax 904 -241 -2021 P erm) 1 e �� na
7 item ks . g- 97y //
Sept. 16, 2011
Subject: Gutter braces for screened pool enclosure.
Address: 1486 Begonia St., Atlantic Beach, FL. 32233
Permit Number:
To Whom It May Concern:
I have inspected the super gutter reinforcing straps of the screened pool enclosure
addition and found them properly installed, adequate size, and sufficient strength to
support the loads.
Regards:
t-ieil'" ,
Robert Wood
i
t
FILE COPY