2020 Vela Norte Cir RESO20-0027 Screened EnclosureOWNER:ADDRESS:CITY:STATE:ZIP:
TED L HAUSER 2020 VELA NORTE CIR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
Funstate Enclosures Inc.P.O. Box 430 Glen St. Mary FL 32040
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169506 1044 SELVA NORTE UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2020 VELA NORTE CIR
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
screened pool enclosure $13000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR 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.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 10/8/2020
PERMIT NUMBER
RESO20-0027
ISSUED: 10/8/2020
EXPIRES: 4/6/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $120.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00
PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.70
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL: $334.70
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
5 PUBLIC WORKS FENCING REMOVED INFORMATIONAL
Notes:
All old fencing and debris must be removed from job site by Contractor.
2 of 2Issued Date: 10/8/2020
PERMIT NUMBER
RESO20-0027
ISSUED: 10/8/2020
EXPIRES: 4/6/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $334.70
RESO20-0027 Address: 2020 VELA NORTE CIR APN: 169506 1044 $334.70
BUILDING $120.00
BUILDING PERMIT 455-0000-322-1000 0 $120.00
BUILDING PLAN REVIEW $60.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $60.00
PUBLIC UTILITIES PLAN REVIEW $50.00
PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00
PUBLIC WORKS PLAN REVIEW $100.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE SURCHARGES $4.70
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.70
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
TOTAL FEES PAID BY RECEIPT: R13493 $334.70
Printed: Thursday, October 8, 2020 10:36 AM
Date Paid: Tuesday, September 29, 2020
Paid By: Peter F Martens
Pay Method: CREDIT CARD 382156719
1 of 1
Cashier: JJ
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R13493
~+; CENTRALSQUARE
~'" Building Permit Application { _ ~J City of Atlantic Beach Building Department 7n 9
.. .-,(/ 800 Seminole Road , Atlantic Beach, FL 32233
,I-!);~)!.>~
Phone: (904) 247-5826 Email: Building-Dept@coab.us
Updated 10/9/18
**ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED.
Job Address: 2o 2.0 V,e...'4, .1./a ,:· -le., C'ir e,,k,, JZZ83 Permit Number: __________ _
Legal Description Lof 2Z Selo~ No-,-4~ lJw[ t / RE# l~~ -I0</1.{
Va luation of Work (Replacement Cost) $ ('3> t:JOO Heated/Cooled SF ____ Non-Heated/Cooled ____ _
• Class of Work: □New □Ad dition □Alterati on □Repair □Move □Demo □Pool □Window/Do or
• Use of existing/proposed structure(s): □Commercial □Residential
• If an existing structure, is a fire sprinkler system installed?: □Yes □No
• Will treels\ be removed in association with orooosed oroiect? □Ye s /must submit seoarate Tree Removal Permit\ □No
Describe in detail the type of work to be performed:
'SC t' •e,~vve-tP r O C' ~c,/o,.s o _,-.t!.-
Florida Product Approval # ___________________ for multiple products use product approval form
Property Owner Information
Name HO..US~Ted
City ~--1-l~~c-vt. .
Address ~p.,:::2,ov' l-1 a.. ~r-4-L CL-V' d l-
State F] Zip ~~::z.-a.'?;, Phone ___________ _
E-Mail ________________________________________ _
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ___________________ _
Contractor Information . ~~::;,' &••;~~ ~~!~:~ .f,ic . ~~Z:..'u~"&a.f &4~~ Z-O':iQ
Office Phone ,n."/-_j'i7 -Q.1~ I Job Site S,ontact Number_,--.... L------,---------
State Certification/Registration# ctec <2 ,S::-t.:1Z. Z--E-Mail ft,n,s../4./e(,,ytc::,,}o,(v ,"e,_s t, /Ive , C,o rr'J
Architect Name & Phone# __________________________________ _
Engineer's Name & Phone #---------------------,---,,-.---------....---;-r--=-==-
Workers Compensation Insurer _______________ OR Exempt)( Expiration Date G-l Ll -Z ~
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 regulating
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 appl i cab le 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
N ATTORNEY BEFORE
(lf(MA~fUBUC
~ STATE OF FLORIDA
---; cCl!TVTI# GG332917
[ ] Personally Known OR · 1,vCf, rl,.; Expires 5/9/2023
,){Produced Identification !?' A
Type of Identification: _ ___._Q----'-1--___._~=....k"----------
[ V,ersonally Known OR
[L-1 Produced ldentification-r::. /~;
Type of Identification: __ ,_V __ ~/._ __________ _
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MAP SHOWING SITE PLAN OF:
LOT 22,
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SELVA NORTE
948 OF THE
ONE, AS RECORDED UNI T
CURR ENT
BOOK 39, PAGES 94
DUVAL COUNTY, FLORIDA
IN PLAT
RECORDS OF PUBLIC
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EXISTING
IMPERVIOUS CA LCU LATIONS
LOT AREA = 16,448± SQUARE ffIT
DESCRIPTION SQUARE FEIT
BUILDING AREA 2,653±
PAVERS 1,281 ±
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Job Sile· 2020 Vela Norte Circle -Atlantic Beach FL
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This structure has been de!;1gned in accordance with tllll requirement~ of the 2017
Florma Bu1ltl,ng Co"de, s,~li F.d1tton--R!slllentie.l~CMpttt3;Section R30J 2:r. ·The
. following wind load requirements, in accorda nce with 20 I 7 Florida Bu ild ing Code.
•: Sixtl1 Editior1 -Building. Chapter 16. Structural Des ign, Section 1609 and ASCE 7-1 0
were employed in the design oflhe structure·
· Ultimale De-~ign Wind Spt:\:d (V...): 120 MPH (3 -Sewnd Gu'll)
3-Second Gust Wind Speed (V ,..,): 93 MPH (3-Sccond vust)
. R i sk Category: 1
. Wind Exposure Category: B
Applicable Internal Pressure Coe tlicient· +/. 0 00
Design Pressure for F.xkrior Components & Cladding.
• Walls = +/. 12 0 PSF
• Roof = +/-3 6 PSF
• I
Davis & Gleaton Engineenng
101 Sunnytown Rd ., Ste 109
Casselberry, FL 32707
407-539-2353 • PE #35816
n □
1 x3 0.8. 2x2 H 2x3 H 2><4 H
1x3x0.044 Open ack {2x2xO~ollow) {2x3x0.045 H_n!ow) ~~-oil ow) ~~~--~
Self -Mating Beam Half-Shell
Fastener stitch\~ a.Ion!:! t,:ip aRd bottom at 24 10 C.
SMB Naming Convention
2"5 SMB
2xfi 5MB
2>:9SMB
2'<10 SMB
Proper Name
2"6xD.050x0.120 Self-Mating Beam
2X7X0,05SJ<0.120 Self-Mating e.,,,m
2x9x0.072x0. 22"! Sel.-Matlng B••m
2x1 Ox0.09.2x{J .389 Self-M a~ng Bearn . .
; 2.0000 In ; .............
Self-Mating Beam Fasten ed Together .. ·i
!"l ·"·Y····►.
L
2>e2 Angle
(2x2x0.1 25 Angle)
U-Channel I Receiver Channel
1x2x0.055 U-Channe! H-Channel
2x3x0.062 H-Channel
1x2Anqle
(1 x2x0.062 Angle )
Davis & Gleaton Engineering
101 Sunnylown Rd , Ste. 109
Casselberry, FL 32707
407-539-2353 -PE #35816
18/14 Mesh Screen
6005A-T61 Alloy
Page 2 of 11 DATE
FR~N~ U.EATON, JR, P.e.
f'IIIG1NE:St • fL UC 35.a.J'6
{2) #S Bar or (
#3 W/25" (MIN.)
2,500 PSI
Concrete
Continuous
.,....., __ ,..,.____._..,.....,.,--__,ooter
Continuous Perimeter Footing
NOTES:
1.) There shall be no debris or roots
within the foundation .
2.) The foundation shall be a minimum of
2,500 PSI Concrete over 6-mil. vapor
barrier on clean, well compacted
termite treated soil.
3.) 2,000 PSF (MIN.) soil bearing
4.) At all interfaces of existing and
new concrete foundation, reinforcement
bars shall have 6" (MIN.) embedment
,!
into existing concrete using Simpson
SET-XP Epoxy (TYP.)
5.) All bars shall have 25" minimum lap.
MINIMUM REQUIRED CONCRETE FOUNDATIONS
!l:U (MIN.)
(1) 1/5 or (3) #3 Ears W/ 25" (MIN.) Overlap (TYP.)
2,500 FSI Concrete
(MIN.)
compact Soil
Turndown Fo oting Detail
Davis & Gleaton Engineering
101 Sunnytown Rd., Ste 109
Casselberry, FL 32707
407-539-2353 -PE #35816
... I .-.
JJ -~ .. ' lJ" ;
. • rl · ··.
. ' • .. · '
Knee Wall / Retaining Wall Section
SCALE: 1" = 1'-0"
Page 3of 11 DATE
FRANK Q.U,.,ON, JR, P.E.
e~~~n...uc.~"
BEAM TO COLUMN
2x2 Pu:::-lin fTYP .)
2:i2 E~v!::! Rail!TYP.)
lx2 0 , B . Fc;1.~tene.d ~
Each Eml t.o Column
Using (~) #IO X 2 1'
S.1-:1.S . Screws into
Sc::::-P.w Bo~J;li;!R(TYP.)
fi10 x 1-1/2" S.M .S.
gaatened ~ery 24"
0.C, (/'!AX,) To
Connect 1x2 O.b.
To Eave Rail (TY.r.) (6) #12 X 3/4n S.D.S.
Side (TYP.)
2x5
PURLIN TO COLUMN
Davis & Cleaton Engineering
101 Sunnytown Rd., Ste 109
Casselberry, FL 32707
407-539-2353 · PE #35816
#10 x 2" S.M.S. Fastened
Into Screw Bosses(TYP.)
S.M.B.
ELEVATION
Page 4 of 11
secondary
"Member
#12 x 3/4" S.D.S.
Fastened@ 24" O.C.
(MAX. ) -Each Side ( T YP. )
DATE
FRAN~ ClEATON, )~, P.E
8,IGlr-.li:'E~ · Fl, LIL -,~ SIU,
.,.
LOOKOUT ARM
CONNECTION DETAIL
Knee Brace
H-Channe! Profile
(TYP.)
2x6
2x5
2 x5 -2x6
(10 ) #10 x 1/2 " S.M .S .
Each Side (TY P .)
Screws t o Have 1 /2 11 Mi nimum Edge Di stance
& 1 11 Minimu m Center to Center Spacing
See "Super Gut ter Connection
to Ho st"
Ang le to Trans om Usip g(4) #10 x 1 /2" S.M .S. &
Angle t o Gutter Using(4 ) #10 x 1/2 " S.M.S .
Each Side (TYP. )
M UPRIGHT TO SUPER G
CONNECTION DETAIL
1. .1
Front View
(From I nside Cage -Without Puriln St,own)
Side View
NON -LOA D BEARIN G TR A NS OM WALL CO NNECTI ON
Davis & Cleaton Engineer ing
101 Sunnytow n Rd .. Ste. 109
Casselberry, FL 32707
407-539-2353 -PE #3581 6
Page 5 of 11 DATE
FRAN K CLl:ATON, JR, P.E
~GIN~ • 'N. UC, l5 B'H::
r .. t
Flat Beam Span Definitions
SCALE: 3/32"::: 1'-0'' ------------------------------------------
Sloping Beam Definition
SCALE; 3/32" = 1'-0"
------------------------------------------
: .... J
~o o o o o o o o o oV
·o o
0
0
0
0
0 0 0 0 0 0 O O O 0
...
Straight In-Line Splice Connection
2x6
2:x:7
#12 X 3/4" S.D.S.
Each Side (TYP.)
NOTES:
2x6-2x6 Connection
2x6-2x7 Connection
(8) S.D.S . (MIN.)
(12 ) S.D.S. (MIN.)
Screws to 'Have 1/2" •Miriiti\Um Edge Distance
& 1" Minimum Center to Center Spacing
See Notes for Quantity
2x6
PING BEAM TO UP
#12 x 3/4"S.D.S.
Each Side (TYP;)
See Notes For
Quantity
NNECTION DET
0
0
l/2"(MIN.) & 2" (MAX.)
2x6
2x7
,-------------------, NOTES: Gusset Plate Length
2x6-2x6 Connection
2x1-2x7 Connection
12" (MIN.)
14" (MIN.)
Gusset P l ate to be 1 /B" Thick (MIN. I (TYP.)
NOTES: S.D.S. Per Connecti on
2x6-2x6 Connection~ (12) S.D.S . !MIN.)
2x7-2x7 Connection -(16) S.D.S.{MIN.)
Screws to Have 1/2" Minimum Edge Distance
& l" Minimurn Center to Center Spacing
1 /2" (MIN.)
Edge Dist . ---------J..,,.._ ___________ _J
4.5' (MAX.
Davis & Gleaton Engineering
101 Sunnytown Rd, Ste 109
Casselberry, FL 32707
407-539-2353 -PE #35816
2x6=24. o' (MAX.) -----------tl-l
2x7=28. 0' (MAX.)
Mansard Beam Span Definition
Page6of11 DATE
FRANK CLEATOH1 JR, P.E:.
~lN~P. -FL. UC. J'SBlti,
.,.
Dia. Tapcon (TYP.)
2 1' x 2 11 x O ~ 125" Angle
(1) 1/4" Dia. Tapcon w/ 1.75" (MIN.)
Ernb. Into Solid Concrete -Each Side{TYP.)
x 2" x 0.125" Angle
/1 (2) 1/4" Dia. Tapcon w/ 1.75" (MIN.)
Emb. Into Solid Concrete -Each Side(TYP.)
SCALE: i""' 1 "-0"
,--------------NOTES:
I _, l 1. ) Tapcons to Maintain 2"
Column to Deck I I (MIN. ) Edge Di 5 tance ( TYP. )
SCALE: 314" = 1 '-0'' _j I
~ ---L ___________ _
2x5 Colu o rs
SCALE: 1/2" = 1 '-0"
I
2x7 Column 1/4 " Anchor
SCALE: 1 12:' =1'.,(I"
2x2.Column (1 /4" Anc hors}
SCALE: 11/2" = 1'-0"
2x7 Col u mn 3/8" A n chors
SCALE: 11/2" = 1'-0" 2x10 Column 318" Anc hors
SCA LE: 1 /2": 1'-0 ''
lx2 0. B . ( TYP . )
#10 x 2" S.M.S. @ 24" 0 .C .
& 4~ From Each End (TYP .)
?x2
l'T'VD \
lx2 0.B.
Side Wall
(TYP.}
2X2
(TYP .)
U) 1/4 11 Dia. Tapcon w/
1 3/4" (MIN.) Enib. IJ1tu
Solid concrete @ -1s 11 o.c
,,,
I ,
1X2
a
2x2 Main Wall
(TY P.)
2" X 2 11
X 0.125" Angl
(2) #10 x 1/2" S.D.S .
Each Side I TYP. )
lx2 0 . B . ( TYP. )
(1) 1;1n Oia. Tapcon ~/
1 3/4 11 !MIN.} Bmb. Into
solid concrete @ 4,11 11 o.c.
(MAX.} & 6" From l:.:ach Poe:t {TYP )
2 x2
Main
Wal l
(TYP .)
SECTION: A-A
SCALE:1:3
B
SCALE: 1:5
(l) l/4" Dia . Tapcon w/
l-3/4" (M I N.) Emb.-I to
Solid Concrete@ 4 8 ° O~C.
(MAX. I &. 6" From 11.ac Post (TYF
-)
~in Wall To Side Wall Conneciiv
Davis & Gleaton Engineering
101 Sunnytown Rd, Ste 109
Casselberry, FL 32707
407-539-2353 -PE #35816
Page 7 of 11 DATE
FRANK Q.eATON, JI\, P.E.
~tt.lmL. FL UC ~eu;
2 11 X 7" X 0.125"
Between Roof
(2) #10 x 1/2" S.M.S .
Each 2" Gutter St.rap (TYP.)
(2) #10" 1/2" S.M.S.
(2) #12 Dia. Wood Screws w/ 2" (MIN.)
Thread Penetration Into Exiting
Truss Tails & (1) #10 Dia. Wood Screw w/
-1/2" (MIN.) Thread Penetration@ 18" O.C .
( ) (TYP.)
2 11 X 7 11 X O. 12 5 11
Pre Manufactured
-Gutter Strap O.C.
@ Each Roof Beam
Connection (TYP.)
Each 2 1• Gutter Strap ( TYP.
x 0.12~" Gutter Strap (TYP.)
7" Super Gutter I TYP. )
Alternate Gutter Stiffener ====-----------Super Gutter Connection to Host Structure Structural Splash Guard Connection
Davis & Cleaton Engineering
1 O 1 Sunnytown Rd . Ste 109
Casselberry, FL 32707
407-539-2353 -PE #35816
Page 8 of 1 1 DATE
FR~NK 0.EATON, l", P.f
ENGJtfEffl · FL UC. 3$91 ~
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... .. ·_::: :·,_·: ~ : _,, .. ···~-_:_~,;ti--::a ~J14i.:tt. &: -..... _, ______ ,, ···-
I
,,,~ ---····-
_, -. . ... ...,,, -
--;---··--f -· • ··-·----,-,-:-;-:--~·--••
-:..:1.t.lR:.ut;.ij _ _a-._~~:.:...~.:. . ... ~~ :.:_·. ·:~ ::_ -
. ' ANt.. ;;,~i~'Ct f\f' . -. -· -.,----··· . ·--.. •··• ... -·· .. . . . -~--. ·-·. ' -
.·--:__· . .i . ...:. ___ ~· :~·. :::: __ . ·-. ····:~--.-:::·,-t-1--.-'·.·' :.··.-::.
: t-_,·. ~~·-.·.-.. ·. ~·::<~~·; ... ;-:.":.~=· ~~~:~;~~.:~~~;J~~~: .. ~:~-~;;~~~-
' ---·----- . " ....... __ , ----·---Jf,, .-.•----··-.... -.. •· : : . ~ . . ... . .. ·.. .. ··q~:1:4 :
----·-......... : :· :·:: . ..,. . ... .-· ·· ..... -:.=.:.), -· . ·.···
-; -. . ..... ---· : . -·---------···
. -•-t• ··--~ --··----·--· ~-·.
--. •· -~---· .. -· ·-----
·---·J
,._, --I "·••----~
' -'-· ...
----1
...,....--····---i--
I,.
.:
. -l _ --~: .. :=-:.···· -' . -··--·· . ·h --· . R 'Z3•M:c. ' .. •··--.. ··-·. -tl/rDVG .. i -· •. ~
!-. -··" -1---· -,---· · --·.,4,(!l" Pe,t7111!.--r-"'-i.-··-
... •'1 -···----··-·•· ··--·•-:--·---·· •. ·-........ _.. ·~-
~-W~L.'P.i>~1.t:fi.1~1,:..._
Davis & Clealon Engineering
101 Sunnytown Rd , Ste 109
Casselberry, FL 32707
407-539-2353 -PE #35816
Page 9 of 11 DATE
FAANK C'.fAlON, JR, P.~.
DJGlttEER · FL UC. l5tl tE,
Parallel Frame Member to Super Gutter
#10 x 3" S.M,S.
@ 24" 0.C. (MAX .)
From Each
(TYP_.)
7" Super Gutter
NOTES:
See No t es
For Roof Beam to Super Gutter Use(4)
#12 x 3/4" S.D.S. Each Side (TYP.)
For Roof Beam to Angle Use(4)
#12 x 3/4" S.D.S. Each Side (TYP.)
Davis & Gleaton Engineering
101 Sunnytown Rd, Ste 109
Casselberry, FL 32707
407-539-2353 · PE#35816
2x2
I
See Notes
_J
Angled Beam to Support Structure
(Plan View)
Page 10 of 11 DATE
Ff<At,K CLt •TON, JR, P.F
£WG!rJ I:...~ · fl. U C. )SS Hi
Figure 8 Loop
(10) #10 x 1/211 S.D.S .
w/ 2" (MAX.) & 3/4 11 (MIN.)
Spacing (TYP.}
Upright
1/8" (MIN)
Plate
1/8" S.S . ca le
5/16" Stainless Steel
Welded Eyebolt w/
(l) Nut On The Bottom
Side & (2) Standard Nut
On The Top ~f The
Triangle (TYP.)
riangle Plate Top Attachement
essed Eyelet S lee
after being mechanically p
(2)
w/ 1
(2)
w/
In Solid
Single Concrete Fastener to Side of Deck
0.125" Stainless
TYP.)
Into Solid ~oncrete lat Bar to Side of Deck
le Attachment Details (1 of
l 8" Flat Bar (TYP.)
-l-1/2" (MIN.) :-..
5/16 Dia S . .
(MIN)
Flat Bar Plate
Cable Attachment Details
Davis & Gleaton Engineering
1 D 1 Sunnytown Rd , Ste 1 09
Casselberry, FL 32707
407-539-2353 • PE #35816
Page 11 of 1 1
_.3 S / 8"
me bac;k Clip Brae e
2of 2
DATE
FRANK Cl.EATON, JR, P.E
U13Gl~~ · ,L. UC: JS,8&6
rapcon
IN . )Emb.
oncret e (TYP.)
Doc# 2020194700, OR BK 19357 Page 1247, Number Pages: 1,
Recorded 09/04/2020 09:20 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
NOTICE OF COMMENCEMENT
State of :t:'i o c ; J, C(,
County of O \I \I Q.;f
To Whom It May Concern:
Tax Folio No. H,,qSO'=, -;04 i
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Sectior 713
of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. }~ l
Legal Description of property being improved: Lot 2Z Se Iva N Qt: f e l 2 l\ ;_t: _
Address of property being improved: 2tJZD /)~fa lvode t!t·~Je) 41,t,,nJio 11~ h. ?zz_33
General description of improvements: ~c ,"teC:::.""\g c.O .llo,:,/ er"lelo6Ll l"(?
'
Owner: te,d H (> v 6 t!i ~ Address: Za 'Lt) t/'f'-/4 N11ete e,'r'oleJ /4~ilo A4'
Owner's interest in site of the improvement: --C~e .... ,G_..t,c-.... 1 .... c-N')-,.,G ... · 1ee~--------------l-='-=~~1'~3 ......
Fee Simple Titleholder (if other than owner): __________________________ _
Cootcact:,'.m°fh,,:: ~M~~
Address: HJ. ~311,-61~
Telephone No.: t/11'/ .. c3 '[t7 -!Jl 72-
~I-m.«,ry > ~ .. 6 ~o '{ D
Fax No: 401/ -3(f? -OJ7 e:,_;
Surety (if any) ____________________________________ _
Address: _____________________ Amount of Bond$ _______ _
Telephone 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: ____________________________________ _
Telephone No: _________ _ Fax No: ___________ _
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2) (b), Florida Statues. (Fill in at Owner's option)
Name: ____________________________________ _
Address: ___________________________________ _
Telephone No: _________ _ Fax No: ___________ _
Expiration date of Notice of Commencement (the expiration date is one (1) year fro~;he dcDOl1iliAMlrtUina unless a different date is
specified): ------------------------::!l~-~~rN~O_,:_TA::-:R:,:..Y=--:PlJ=-=B..,.L,..lC,,,.....,---------
... sTATE OF FLOR
THIS SPACE FOR RECORDER'S USE ONLY OWNER • • Comm# GG3329 17
, ~ E)(pires 5/912023 / /.
Signed: J.d ;)-~ Date: & ~ )J>c)
Before me this •30f1.. ~ayof')...{~ . in the County of D\!Y,al, State
Of Florida, has personally appeared 7"c!.-D H/ltt.S£-C
Notary Public at Large, State of Florida, County of Duval.
My commission expires: _________________ _
Pe;_.::rsel,lUJ:UJ.J<-1.U.W"""-'--..._,..---,--=-,,---------,,.......-----or
rod uced Identification: ,..'· _,,__~=-,-:-;---=--h''-+--,--,..,.....:::;<--:---,------
I·
I
Job Sile: 2020 Vela Norte Circle -Atlantic Beach. FL
\ ' I
' r-... ~
i ,.._
l> ~ ~ ~ ---
5 6 I_ 0..,
,. tl; 61
'
I. j J I I
I ll
,f
This structure has been tle!;1gned in accordance with tbe requirement~ of the 2017
Florma Bu11tling Co"de, Sl~li F.d1tton--R!snlentie.l~C~a~r 3; Section R30 l 2:l. ·The
. fo ll owing wind load req uirements, in accorda nce with 20 I 7 Fl ori da Build ing Code,
•: Sixtl1 Edit ior1 -Buil ding, Chapter 16, Structural Design , Sect ion 1609 and ASCE 7-1 0
were employed in the design oflhe structure:
· Ultimale Design Wind Spt:ed (V...): 120 MPH (3 -Second Gust)
. 3-Second Oust Wind Speed (V ,,.,): 93 MPH (3-Sccond vust)
. Ri sk Category: 1
. Wind Exposure Category : B
Appl icable Inte rnal Pressure Coetlicient: +/-0.00
Design Pressure fnr Exterior Components & Cladding:
• Walls = +/-12 0 PSF
• Roof = +/-3 6 PSF
• I
I I I
~ ... \
Davis & Gleaton Engineering
101 Sunnytown Rd ., Ste 109
Casselberry, FL 32707
407-539-2353 -P E #35816
r D
1x3 0.8. 2x2 H 2x3 H 2><4 H
1x3x0.044 Open ack ("'2><0l>i4Hollow) (2x3X0.045 = !2j, .. ~_ollow) ~~~--~
Fastener stitch\~ a.Ion!:! u:,p aRd bottom at 24 1'0.C.
SMB Naming Convention
Proper Name
2"5 SMB 2x.5x0.050x0.116 Self·Matlng Beam
2xfi 5MB ZmxD.0S0x0.120 Self-Mating Beam
2X7X0,05SX0.120 Self-Mating e.,,,m
2>:9SMB 2x9x0.072x0. 221 Sel.-Matlng B••m
2'<10 SMB 2x1 Ox0.09.2x{J .389 Self·M a~ng Bearn
Self-Mating Beam Half-She ll
; 2.0000 In ; ........... '"'
Self-Mating Beam Fasten ed Together • .. .l
L L
2x2 Angle
(2x2x0.125 Angle)
Li-Channel I Receiver Channel
1x2x0.055 U-Channe! H-Channel
2x3x0.062 H-Channel
1 x2 Angle
(1 x2x0.062 Angle)
Davis & Gleaton Engineering
101 Sunnylown Rd., Ste. 109
Casselberry, FL 32707
407-539-2353 -PE #35816
18/14 Mesh Screen
6005A-T61 Alloy
Page 2 of 11 DAT E
FR~N~ UEATON, JR, P.e.
f'IIIGINE:St • fL UC 35.a.J'6
{2) #S Bar or (
#3 W/25" (MIN.)
2,500 PSI
Concrete
Continuous
NOTES:
1.) There shall be no debris or roots
within the foundation.
2.) The foundation shall be a minimum of
2,500 PSI Concrete over 6-mil. vapor
barrier on clean, well compacted
termite treated soil.
3.) 2,000 PSF (MIN.) soil bearing
4.) At all interfaces of existing and
new concrete foundation, reinforcement
bars shall have 6" (MIN.) embedment
Continuous Perimeter Footing ,!
into existing concrete using Simpson
(MIN.)
SET-XP Epoxy (TYP.)
5.) All bars shall have 25" minimum lap.
MINIMUM REQUIRED CONCRETE FOUNDATIONS
(1) 1/5 or (3) #3 Ears W/ 25" (MIN.) Overlap (TYP.)
2,500 FSI Concrete
(MIN.)
Compact Soil
Turndown F?oting Detail
Davis & Gleaton Engineering
101 Sunnytown Rd., Ste 109
Casselberry, FL 32707
407-539-2353 -PE #35816
........... .,.:
.Knee Wall / Retaining Wall Section
SCALE: 1" = 1'-0"
Page 3of 11 DATE
FRANK Q.U,.,ON, JR, P.E.
e~~~n...uc.~"
BEAM TO COLUMN
2x2 Pu:::-lin fTYP .)
2:i2 E~v!::! Rail!TYP.)
lx2 0 , B . Fc;1.~tene.d ~
Each Eml t.o Column
Using (~) #IO X 2 1'
S.1-:1.S . Screws into
Sc::::-P.w Bo~J;li;!R(TYP.)
fi10 x 1-1/2" S.M .S.
gaatened ~ery 24"
0.C, (/'!AX,) To
Connect 1x2 O.b.
To Eave Rail (TY.r.) (6) #12 X 3/4n S.D.S.
Side (TYP.)
2x5
PURLIN TO COLUMN
Davis & Cleaton Engineering
101 Sunnytown Rd., Ste 109
Casselberry, FL 32707
407-539-2353 · PE #35816
#10 x 2" S.M.S. Fastened
Into Screw Bosses(TYP.)
S.M.B.
ELEVATION
Page 4 of 11
secondary
"Member
#12 x 3/4" S.D.S.
Fastened@ 24" O.C.
(MAX. ) -Each Side ( T YP. )
DATE
FRAN~ ClEATON, )~, P.E
8,IGlr-.li:'E~ · Fl, LIL -,~ SIU,
.,.
LOOKOUT ARM
CONNECTION DETAIL
Knee Brac e
~
H-Channe! Profile
(TYP.)
2x6
2x5
2x5 -2x6
(10) #10 x 1/2 " S.M .S .
Each Side (TYP.)
Screws to Have 1 /2 11 Minimum Edge Distance
& 1 11 Minimum Center to Cente r Spacing
.See "Super Gut ter Connection
to Ho st"
Ang le to T ransom Usip g(4) #1 0 x 1/2 " S.M.S. &
Angle to Gutter Using(4) #1 0 x 1/2 " S .M.S .
Each Side (TYP. )
M UPRIGHT TO SUPER G
CONNECTION DETAIL
----
1. .I
Front View
(From Inside Cage• Without Purlin Shown)
Side View
NON -LOAD BEARING TRANSOM WALL CO NNECTI ON
Davis & Cleaton Engineering
101 Su nnytown Rd .. Ste _ 109
Casselberry, FL 32707
407-539-2353 -PE #3581 6
Pag e 5 of 11 DATE
FRANK CLl:ATON, l ~, P.E.
~~~ • 'N., UC, l5B':U::
.. ;.·
.. . • .
, ..•. J.
Y...Y
Flat Beam Span Definitions
SCALE: 3/32"::: 1'-0'"
1 ... 1' • ...
------------------------------------------
-------------
1
' Sloping Beam Definition
SCALE: 3/32" = 1'--0"
-----------------------------
)
~ o o o o o o o o o oV
·o
0
0
0
0
0
0 0 0 0 0 0 O O O 0
MIi ············
Straight In-Line Splice Connection
2x6
2X7
#12 X 3/4" S.D.S.
Each Side (TYP.)
NOTES:
2x6-2x6 Connection
2x6-2x7 Connection
(8) S.D.S . (MIN.)
(12 ) S.D.S. (MIN.)
Screws • to 'Have i/2 •--Miri:iti\Um Edge Distance
& 1" Minimum Center to Center Spacing
See Notes for Quantity
2x6
PING BEAM TO UP
#12 x 3/4"S.D.S .
Each Side (TYP;)
See Notes For
Quantity
NNECTION DET
0
1/2"(MIN.) & 2" (MAX.)
2x6
2x7
.--------------------NOTES: Gusset Plate Length
2x6-2x6 Connection
2x1-2x7 Connection
1 2" (MIN.)
1 4" (MIN.)
Gusset P l ate t o be 1 /B" Thick (MIN. I (TYP.)
NOTES: S.D.S. Per Connecti on
2x6 -2x6 Connection~ (12) S.D.S . !MIN.)
2x7-2x7 Connection -(16) S.D.S.{MIN.)
Screws to Have 1 /2" Minimum Edge Distance
& l" Minimum Center to Center Spacing
1 /2" ("MIN.)
Edge Dist . ---------J--=--___________ _J
4.5' (MAX.
Davis & Gleaton Engineering
101 Sunnytown Rd ., Ste. 109
Casselberry, FL 32707
407-539-2353 -PE #35816
2x6=24. o' (MAX.) ------------ti-l
2x7=28. 0' (MAX.)
Page6of11 DATE
FRANK CL£ATOH1 ~ P.E:.
~lN~P. -FL. UC. J'SBlti,
.,.
Dia. Tapcon (TYP.)
2 11 x 2 11 x o ~ 125" Angle
(1) 1/4" Dia. Tapcon w/ 1.75" (MIN.)
Ernb. Into Solid Concrete -Each Side{TYP.)
2" x 2" x 0.125" Angle
/1 (2) 1/4" Dia. Tapcon w/ 1.75" (MIN.)
Emb. Into Solid Concrete -Each Side(TYP.)
SCALE: i""' 1 "-0"
,--------------NOTES:
I l 1. ) Tapcons to Maintain 2"
Column to Deck I I (MIN. ) Edge Di 5 tance ( TYP. )
SCALE: 3 /4" = 1'-0" _j I ,--.,____ ---L ___________ _
2x7 Column 1/4" Anchor
SCALE: 1 /2" = 1'-0"
2x2Column (1 14" Anchors)
SCALE: 11 /2" = 1 '-0"
2x7 Column 3/8" Anchors
SCALE: 11/2" = 1'--0" 2x10 Column 3/8"' Anc hors
SCALE: 1 12'"= 1'-0"
lx2 0. B . ( TYP . )
#10 x 2" S.M.S. @ 24" 0.C.
& 4~ From Each End (TYP.)
?x2
l'T'VD \
lx2 0.B.
Side Wall
(TYP.}
2X2
(TYP .)
U) 1/4 11 Dia. Tapcon w/
1 3/4" (MIN.) Enib. IJ1tu
Solid concrete@ -1s 11 o.c.
1X2
a
2x2 Main Wall
(TYP.)
2 11 X 2 "
X O .125" Angl
(2) #10 x 1/2" S.D.S .
Each S i de I TYE'. )
(TYP.)
1;1n Oia. Tapcon ~/
1 3/4 11 !MIN.} Bmb. Into
solid concrete @ 4,0 11 o.c.
(MAX.} & 6" From l:.:ach Poe:t{TYP .)
2x2
Main
Wall
(TYP .)
SECTION: A-A
SCALE;1:3
B
SCALE: 1:5
(l ) l/4" Dia. Tapcon w/
l-3/4" (M I N.) Emb.· I t.o
Sol id Concrete@ 49n o.c.
(MAX. I &. 6" From Eac Post (TYF
P.)
c:}§in Wall To Side Wall Connec~
Davis & Gleaton Engineering
101 Sunnytown Rd., Ste. 109
Casselberry, FL 32707
407-539-2353 -PE #35816
Page 7 of 11 DATE
FRANK Q.eATON. JI\, P.E.
~tt.lEill.. FL UC, ~eu;
2 11 X 7" X 0.125"
Between Roof
(2) #10 x 1/2" S.M.S,
Each 2" Gutter St.rap (TYP.)
(2) #10" 1/2" S.M.S.
(2) #12 Dia. Wood Screws w/ 2" (MIN.)
Thread Penetration Into Exiting
Truss Tails & (1) #10 Dia. Wood Screw w/
-1/2" (MIN.) Thread Penetration@ 18" O.C .
( ) (TYP.)
2 11 X 7 11 X O. 12 5 11
•Pre Manufactured
-Gutter Strap O.C.
@ Each Roof Beam
Connection (TYP.)
Each 2 1• Gutter Strap ( TYP.
x 0.12~" Gutter Strap (TYP.)
7" Super Gutter I TYP. )
Alternate Gutter Stiffener --====-------------
Structural Splash Guard Connection
Davis & Cleaton Engineering
1 O 1 Sunnytown Rd .. Ste . 109
Casselberry, FL 32707
407-539-2353 -PE #35816
Page 8 of 11 DATE
FR~N~ 0.EATON, l", P.f.
ENGJtfEffl · FL UC. 3$91 ~
·-·--····•·•-··: _J -·--.----· ..
... ~ ... ··~. . z·r · z,.,..,_...,_· ~,;; .,,.'~·--,~·.fi. .. ~~:;.;.,-;.:,t,:!·s . H';l.(~·-o .. -..~ .... ~ .. ··rr· .. ·-.,.n•-, ... ~--.. ~;,
: -~ ~.~"!' .. ·~-~~-r,. "vi.1.Jll;___ ... :___.,-cc-..,r:--,._ ~r.:; (.n~ . .,.,J-;'r--~.,»,~r,-,. · ·· · ·· ... · · · · · · , · • ·,~ · · 1a:ur u~·:h1:ff.ID"".:A·--' .;·:;;-i::~~ ~ .. ~~:.~~. -.. ---:·.:~~---,----·--~-:::.~~t~SP.·~. ; 1~:.: .... -----< ._.,,._..,.., : .. ~~i~~1~~-~~~-~t~--
.'..'..:~ .. -.~~:C..Aztk~ec (;:iii, .J ;:h~l{~v-..if~ .. :.~~· · , _ . _,. _ _::·::-.:;::::-:-::.. ·: : -·_ : .. :. ·: -·· ·------· ·-·-.. _____ --:_ .. ---·,-.. '· .. ·---· •-----... --_____ .....
· -... "'. .. . : . · 11~til ~~,J;C\.t. _. __ -----1--·-• -·•----·--------... · ...... ··---J
•••••-• -oa --• ____ ,,._
tT'HeiW,£,W .
.. .8.k~?li fiN .,.,/i.i • ·_ .. -.. •-.. ~ -~y ----·~ .z~!
-· . ., -··----·-~ ·--............. __I __________ .... .
-·-·--------~¥-,•-
~-t
!-·-·· -: ....
.... ···-· !' -
··-··
Davis & Clealon Engineering
101 Sunnytown Rd .. Ste. 109
Casselberry. FL 32707
407-539-2353 -PE #35816
{ -·-
1·--· •··
-i·-... -... . . ··~ --•·---
··--~-----.·-•·-·• ..... 1 ......
.. ..:
Page 9 of 11 DATE
FRANK C'..EAlON, J R, P.~.
DJGlttEER · FL UC.. J5tl tE,
Parallel Frame Member to Super Gutter
#10 x 3" S.M,S.
@ 24" 0.C. (MAX .)
From Each
(TYP_.)
7" Super Gutter
NOTES:
See No t es
For Roof Beam to Super Gutter Use(4)
#12 x 3/4" S.D.S. Each Side (TYP.)
For Roof Beam to Angle Use(4)
#12 x 3/4" S.D.S. Each Side (TYP.)
Davis & Gleaton Engineering
101 Sunnytown Rd ., Ste. 109
Casselberry, FL 32707
407-539-2353 · PE#35816
2x2
See Notes
_J
Angled Beam to Support Structure
(Plan View)
Page 10 of 11 DATE
Ff<At,K CLt•TON, JR, P.F
£WG!N I:...~ · fl. UC. )SS Hi
(10) #10 x 1/211 S.D.S.
w/ 2" (MAX.) & 3/4" (MIN.)
Spacing (TYP.}
Upright
1/8" (MIN)
Plate
1/8" S.S . Ca le
5/16" Stainless Steel
Welded Eyebolt w/
(l) Nut On The Bottom
Side & (2) Standard Nut
On The Top ~f The
Triangle (TYP.)
riangle Plate Top Attachement
(2)
w/ 1
(2)
w/
In
Into Solid
1/4" Dia Ta n
-1/2" (MIN.)Emb .
Solid c~~1-1t=P~.~J-----~
~ack to Side of 0~
lat Bar to Side of Deck
·-l-1/2" (MIN.)
Single Concrete Fastener to Side of Deck
0 .125" Stainless
TYP.)
l 8" Flat Bar (TYP.)
5/16 Dia S.
:-..
Figure 8 Loop Single Loop
Cable Attachment Details (1 of 2)
(MIN)
.. ,,,.
Flat Bar Plate
Ca b le Attachment Details
Davis & Gleaton Engineering
1 D 1 Sunnytown Rd ., Ste. 1 09
Casselberry, FL 32707
407-539-2353 -PE #35816
Page 11 of 11
_3 5 / 8"
me baGk Clip Brae
2of 2
DATE
FRANK Cl.EAT ON, JR, P.E.
U13Gl~~ · ,L. U C. J S,8&6
rapcon
:IN. )Emb.
oncret e (T YP.)