1484 Linkside Dr screened enclosure permit CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NIE)Cr DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 17-SCRN-3371
Job Type: SCREENED ENCLOSURE
Description: EXISTING SCREEN ROOM ENCLOSURE - NEW ROOF
AND SCREEN
Estimated Value: $7,600.00
Issue Date: 3/7/2017
Expiration Date: 9/3/2017
PROPERTY ADDRESS:
Address: 1484 LINKSIDE DR
RE Number: 172374-6390
PROPERTYOWNER:
Name: Mirkis, Wanda Living TRUST
Address:
GENERAL CONTRACTOR INFORMATION:
Name: SOUTHERN HOME ADDITIONS INC
,CGC1507347
Address: 824 Lebrun DR
Phone: - -
PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $44.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $88.00
STATE DBPR SURCHARGE $2.00
STATE DCA SURCHARGE $2.00
PERNUT IS AprROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
Total Payments: $286.00
PERIWIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE IFLORIVA
BUILDING CODES.
�J City of Atlantic Beach APPLICATION NUMBER
__1 Building Department (To be assigned by the Building Department.)
800 Seminole Road 1 -7-SCiZL -3 -71
Atlantic Beach, Florida 32233-5445 K)- ;�>
Rhone(904)247-5826 - Fax(904)247-5845 -z/ze')h7
I!0- ""'� E-mail: building-dept@caab.us Date routed:
City web-site: hftp:11www.wab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 14S4 bAJK&(DG (L :!
Bu:=ev
,Id, �iew required Yes flo
Applicant: q. !�2 Q)[ jiC
�[OreC Pf L7 Planning &Zoning
Tree Administrator
Project: Public Works
Public Utilities
Public Safety
Fire Services
Peview fee,$ D.ept.Signature
"t er Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Flonda 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
[]Denied.
Reviewing Department First Review: MApproved.
(Circle one.) Comments:
C�D
PLANNING &ZONING Reviewed by: kr no_ Date:
TREEADMIN. Second Review: ElApproved as revised, E]Denied.V
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: —Date,
FIRE SERVICES Third Review: E]Approved as revised, E]Denied.
Comments:
Reviewed by: —Date,—
RwA.ed 0511VO9
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH E C
Beach,FL 32233 P10 3
OFFICE COPY 800 Seminole Road,Atlantic IDFI--7 5(1
Office (904)247-5826 Fax (904)247-5845 n
n
ij !j
JobAddress: 149`4 Li(IaJe, Permit Nuifiteri
Legal Description LIft- 621 �-JVIA Parcel#
F loor Azea or Sqxt. 7q�' A
Valuation of Work S —Proposed Work heated/cooled -heateZoolcd—
Class of Work(circle one): New Addition Alteration Repair Move Derriolition pool/spa window/door
Use of existing/pmf:wd.structure(s) Conitnercial Cke—sidce�ntial
If an existing struc I li 4r st I Bed?(Circle onej—�o N/A R(no C�
Florida Product
For multiple p4s'prov'l# 79
nets use act approv
Describe in detail the type of work to be perfollned: J� Qafn roorij - Ni,icct� . Q cymjqjd I
rp-llcc��ke�5 a U-e eA �-ootvx ---n ei:�) r-c%m-C- Lee'I ' -t doat'
Prci�rtv Owner Inforniation:
Nana: �)awa miq"Y'�S Address: 1+21f LnYside Dzive
city-Btome� J��)l StateFLZip3a?-<3-Phone
E-Mail or Fax:#(Optional)
Contractor Information:
Company nine: t li in Agent hbt(-� cro�Hot
us en ��State t�Zip
#
Co LA State 0. Zip d cdn6n5
y
AdZZMN Job;SAd Con;tact Njinber 4
&0
Office Phone 0 Job Site/Contact Nurnber q6q. k(o 7 S- Fax�# tJ /,4
State Centificadon/Registrati #
#1
�fi L 7 �m
Architect Name&Phone# �W(2-061 t,
Engineer's Nme&Phone#
)I re
Fee Simple Tide Holder Name and Address Z
Bonding Company Naine and Address
Mortgage Lender Nanic and Address
Application&hemby made to obtain alnermit to do Ike work and installations as imaosted Imnify that In,work or installation hot commumcedprior to the
a a. gnil and that.11 a,k ill bapsdis and to mant th,standards fall lmrs m,Idafing constrartion in thisj�. isafinctiau. Vuspermil becomes null
an.
zid,f� &am,.m.,,.,,dudIhin six(6)munda,or itconstraction or work is surnded or abandomudforaZriod qfsftj6)moodu at anytime after
.�kis,,ammemrd I unalusland that seuarde�rmits must be secIIredtor Elsssshv. "orkPlumUnsSigns, dtsPk '.vnxBvdsys;Hsa1�
Tmks andAir Condfifion�est,
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 V6M NOTICE OF
COMMENCEMENT.
on,
the
/9
Signal=of Owner W CW It", tn A 61;" Signature of Contractor
PrintNanae LN.A.VAX th-A ilk.<L-S ............ Print Name JLL-��
......................-.-..................
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OFFICE COPY 2017
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PAGE 2 OF 2 PAGES
BOUNDARYSURVEY U897893
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SURVEYING,LLC
SERVING ALL FLORIDA COUNTIES
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P
jjSE*10 X t, LONG. INTO WOOD HOST OST INTO SCREW SPLINES OF HOLLOW
-E#1 GIRT(1'EMBEDMENT MINIMUM-)
_N 34. 1 Triangular plate
A0N1D a X 2A- LONG CONCRETE SCREWS iNTO too**
-EMBEDMENT
CONCRETE OR MASONRY CONSTRUCTION (I I —r X 2*HOLLOW #10 sms.
TYPICAL)/SPACING 24--O.C. AND VKTHIN 6' OF EACH HORIZONTAL(GIRT). W/8
PERPENDICULAR MEMBER
x 1-X 1/16-ANGLES 2-LONG WITH 2-#B X 172- Galv. Strop Plate
5-3/4" X 1" 1/5"
Ln S.M.& AT EACH LEG TYPICAL EACH SIDE, TOP Cable required
&BOTTOM)-
J
___ I when enclosure
�Z- 5/160 Anchor bolt (Expansion Boit 5/!5 C
POST.—A , able extends more than
SELF MATING POST OR HOLLOW L 6 U?6, 18' from host.
�HOST�STRUCTUK
Sw
ELEMENT
I WT C5 9�4 A L- One pair of cables
Sipe 6�1PT,�Alx) GalvAnized Stra Detail
%,A LIE LJ 09 L e1w P. P for every 300 sq. ft.
AIL wall surface area.
TYPICAL I x 2 TO HOST AT CORNER TYPICAL CHAIR RAIL TO POST DET
(I TO aA?. f�ItT WA�.L- W 10 st-is a 40 6%61 Carnelback With �z
...... NICO 51"ve
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114
'L.4 ppmo 0 '13d lv�e) Post
x 5/5 Cable 6/5 Cable
�—i*X 2'00 0 PMMETER 1 x 2"cont.W/ 2"'x 2"x.125 angle
FASTEN PER NOTE#I. I + 7 .
V4 x_Wtapcons each side post
-2.
121 `—Looped Cable
X 2*HOLLOW HORIZONTAL
(GIRT). at 24"o. c. 2 - #10 x 3/4"sms
$ -TA I L_
NOTE#I, usE%'o X 3' LONG LAGS INTO into post and Y411
WOOD HOST,AND Wo X 234" LONG —VeC4_'Of—f arill C1
CONCRETE SCREW INTO CONCRETE OR tapc9n C-MO67
MASONRY CONSTRUCTION (1' EMBEDMENT
2'Min
TYPICAL)/SPACING 2e O.C. AND ffl-rHiN
6*OF EACH PERPENDICULAR MEMBER --Avv Looped Cable Detail
Lidge VAC A- 17 POP t�-r NOTE: .i.setr tapping SMS shall be stainless steel or zinc coated.
—2- j 10 S.M.$,FROM INSIDE FACE 1 0 2.Members shall be Isolated as recommended to prevent corrosion.
OF I X 2 08 INTO SCREW SPLINES
OF HOLLOW GIRT(I-EMBEDMENT
MINIMUM.)
General Notes and Design Criteria:
1. Pool/Patio-Enclosures and Screen/Glass Room Additions are designed to be attached to a
arc.01,01, permanent structure of adequate capacity.
TYPICAL I x 2 TO HOST AT GIRT TYPICAL POST BASE DETAIL 2. The contractor shall verify that the host structure is in good condition and of sufficient strength to
yc/Z-ro Z>4 r,7 zg
support the proposed addition.
3. The FOC St'A EAT+10n,2614- is the basis for design wind load as per Chapter 20, Table 2002.4.
Pile'type Footing
TYPICAL FOUNDATION DETAILS 4. Maximum purlin spacing is T-0". Internal lateral bracing required for spans over 39 feet.
5. Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed
Ribbon Footing slab on Grade Slab With Thickened Edge the height of the host structure. *"C"for structures along the coast and""B"for all others.
?2�60 p�;i ai�, , 6. The exposure is per site location.
jZr__j0f: ok.6 X1 6 10/10--WM.
7. The pool/patio beam spans are based on open building classification., The typical-details shown are
indicative of a standard installation.
8. Fasteners shall have a head and/or be provided with washers not less than 1/2"in dia. For decWing i
OK 6 x 6 10/10 WM
and siding.
#5, 2 - *4r4-_��
or 3'-43 MINIMUM POST SIZE AND NO. OF SCREWS
*10 #IA SCREENIGLASS ROOMS & ENCLOSURES
7r &;-I
Z-0__0/I
rebar cont.. Beam Size Post Size #8
qf--I= C00Y
ON \0\11111/011
2 x 4 10 8 6 ibold PE 48288
2 x 5 Vincent Se
10 8 6 ......
2 x 6 2 x 4
101 Levy Rd.
NOTES: 2 x 7 2 x'S 14 12 10
te shall be minimum 2500 psi. Cover for rebar shall be 3'� 4N, ,
1. Concre L %9� 2 x 8 2 x 6 14 12 Atlantic Beach, FL. 32233 �_ -4*/
2. Fibermesh shall be used in lieu-of welded wire mesh. ' f 2 8�
360 sq. ft. or for ts;with tributary areas 2 x 9 2 x 7 16 14 Phone: 904-568-4112 1 1 4 moo
3. Slab on grade shall be used for roof areas less than pos 16
2 x 10 2 x 8
less than 75 sq. ft. MIN, F
4. Minimum slab thickness shall be 3-1/2"'.
MINIMUM SPACING AND EDGE DISTANCES
Sool)si mi'imum bearing capacity.
S. Foundation shall bear on compacted subgrade with I n
-ods 12"long thru.P ch way. #8 #10 *14
6. Pile type footing shall have 3/811 diameter i osts ea N
Al.-
concrete to Irevent corrosion. Minimum Spacing 5/8" 3/4ff In I
d from OFFICE COPY
7. Embeded aluminum posts shall be isolate 1111
16" 3/8" 1/2"
8. Posts supporting carrier beams shall havea equa foundation for hold down capacity. Min. Edge Distance 5/
crete for each ten square feet of screen roof. S
A minimum of one cubic foot of con
MEN=—
X'i"Lad,5OLT Wi I
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NON-lN5ULA-TEb OR3%3 IN511-11LATED
POST
2 x 2 x
d R,'2N-4,HOLLOW POST 6t2x.0G25�I-CLIP wl HALF Or
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SCMN Omi AN NEL 4#.110 #1 INTP�� TD�S I? UAM 5M 2x POST.,
T�HRIJ EACH R Ve
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P05T 2w 5EW
'2!x3"EXe"BEAM) .i . - - . TCO 2x2 FAUN FOR M5T
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mm! EQG PORAEK FQI$T�?x"2 6aTI,
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NOTChED
TO
CENTER.
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POLY-RCOF
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3N 12'FXN OF, N6T-F- rQR
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�NGLE TO WALL OR all A-1 Q-1
THPILI-BOLT5
4
wl V4-x 2'LAG5 POLY-ROOF
TO EA0i-5TLV LJ5!ANGLE VttiM
DPjVE PIN,TAPCON. TNIN 5CRZIN
T-BOLT OR LAG 5CRtW- fRAMF TO (3)110 i TM5 EA01 RIM
PiIN B fii��'To.
k4s-LE 12-rAN OR,J*i 0 X'%B
(,3 TMS R FA0A wl#10 X 2 x.125 A�GLF_EA01
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TU5 12-O-C�
2 4�x,?_Y20
POLY-P100f '2 - ?.
x.' Ym5mm.MKS 6R.:y41k .. I' ,
V,�TA�rW�6-Ok 14m-x'2Y4" DRJVe PIN5 OPV. .4 x 2 Y4'
.4
TAPGDN5 C)P,--/4,xj�Y4,T-E�OLTS
45>9-'.f XiX VO /16-
posite
d To Beam Detail -ho #8 x112.'S.M.S.Spaced
Upright To Base An Roof Anc ring ,Detai.ls com
01AARAIL Aj7ACMED TO?057 sa C.Both Sides Caulk
composite/pans
S&ew Heads
INTffNALLY-,4 MW.Oft(2)4 10 x 2' A,
J_�efrAja�IED TO' 5.M.-5.INTO-3GR6VGR[:.)OVE.5 Beam/Header Alternate Connection:
x 2` Pan With �ealant
(3)#8 Screws Per -OPP
A I,-X;OG25. I'Minimum Embedment Into Header extruded or Brakq-r
-Cur V4 (2)#10 x V1zS,M.S.Into Nscle Through Pan Boxed (Q.D44-Min.Thickness)
Screw Boss End With Min. 11h.'BearIng-Leg.
Angle Dips May Be
Jnter�
2 2 CHAIRRAIL Subs�For
X Anchor I-x 2'Plate TO jj Existing Rafter
Screw Systems
P05T CDncre�WP/4'x 2'A' *10 x I- Wood Or S.M.S.(21)Per <Lu
Concrete Anchors Within Roof Panel
6"Of Each SIde 'RaMer
Post And 24,O.C.lvlax.� Min.(3) 10:4 1'13'�S,M,S. *10 xy,,*Wood Or S.M.S.
Into Screw Boss. I,2N O.C. S.X-5,(3)'Per Nn
Min.VA"Siab 2500 PSI ff-IL I'x'2'F-Ictrusion �Xlstlng Fada (BO M- M)And Riger
Conc.6 x 6-10 x 10 W.W.M.
Or Fiber Mash For M11 Attachme'm'
i-ya"MIn.In Concr% A'v-21'LOW WWO LAO SCALV ON
A-a.24.LCW Kk%nw x4c"M
0 24'Ar- 0 C
C
t18 ir2*WASHER HEADED
CORROSIVE RESISTANT
CAULK ALL EXPOSED SCREW SCREWS @ 8-D.C.
HEADS ALUMINUM FLASHING
SEALANT UNDER FLASHING LUMBER BLOCKING TO FIT
B LE/1-81 M BEARING DETAIL PLIWOOD/OSS BRIDGE
Complerte Panel 3"COMPOSITE OR PAN ROOF FILLER SCREEN/GLASS ROOMS & ENCLOSURES
SLOPE #LD x 4"S.M.S.W/I Y4 [SPAN PER TABLES)
Fender Washer And Neoprene Gasket
Ir. O.C.(Typ.) REVISIONS \oM1111/0
T S
�E,
COMPOSITE ROOF;
woo
#6 x-r-1/2'LAG SCREWS W1
1-114'0 FENDER WASHERS @
S'O,C_THRU PANEL INTO 2 x 2
'Vincent Seibold PE 48288
2'X 2-x 0.044-HOLLOW EXT- �F
For Roof Pans; 101 Levy Rd.
(3)-#Bxi/z'S.M.S. --- -- ----- 5116^0 x 4'LONG(MIN.)LAG
SCREW FOR i-Irz,
EMBEDMENT(MIN-)INTO Atlantic Bea
Per 12'Wide Panel Cryp RAFTER OR TRUSS TAIL ch, FL. 32233
4�4`r115r*
AVIL
5-t-4. 2
It
0.�
W
D
par---
CONVENTIONAL RAFTER OR
TRUSS TAIL Phone: 904-568-4112 0)V A L
'�,I�Bearing Beam WEDGE ROOF CONNECTION DETAIL
Mar 09 1703.19p PI
NOTICE OF CONMENCENEENT
Stake of Tax Folio No.
Counly of
To Whom It Wy Concern:
]be undersigned hereby informs you that improverocra, will be made to certain real property,and in a0cordance With seWm 713 of
the Florida Statutes,the following information is stated in this 7 CEOFC��
Usal Description of property being improved:_ Lot J_fi�
Address of property being unproved:- 14-Lt
Gencraldeseriinimofimproveme,rats: 2r-('Q-tr--
owner:. Wanj4a N.�LW 3 Addr.:
Owner's interest in site ofdw unprrvemcnt�
Fee Simple Titleholder(ifothec Than owrar):
Name:
Cmtmctw
Address: oo Lgj.,f— T�turbntilk , F� OW:Ros-
TrAephrmc No.(9 F,,No:
Surrty(if a")
Address: Amount of Bond$
Telephone No: Fax No:
Namemdaddreasofartyperscomalcin aloaufortheconstractionoftheimFovernerm,
Name:
Address:
Phone No: F.No;
Name of person within the State of Florida, other then himseM designated by ownesY upon whom notices or other documents may be
served: Name:
Addres.se
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice m provided in Section
713.06C2)(b),Florida Stamcs- (Fill in at Ownces oplion)
Name:
Address:
Telephone No: Facr No:
Expirntion date of Notice of Conuacticement(the expiration date is me (1)year firom the date of recording;unless a diErl:reart date is
specified):
TMS SPACE FOR RECORDER-S USE ONLY OWNEq
Signad: W
;�� kM�k� MIA hq Date: ah -f
Coe*2CI 70-*749.OR 8K 1789e Page 16�21 1 CIL dyof in the Co Stec
NuTdw Pages: t F—dahaspersonallyappeared
R.corded ON022017at02 IZIPM, )Ury Pubfic a Large,State of Florida,Counly of"---`&
Rennie�sael�CLERK CIRC U IT COUR-DUVA y commission expires:
COUNTY r%Wly Kama:
, 2WE' Ne,
RECORDING Sic 00 duc�Ldc,,fiF=afirc 0-L.
4 N*�W, ,e MY comm.EX.J., I
el C,