547 SELVA LAKES CIR RESO22-0063 REVISION 10-25-22 Revision Request/Correction to Comments **ALL INFORMATION
,f HIGHLIGHTED IN
01.'° Cityof Atlantic Beach BuildingDepartment GRAY IS REQUIRED.
1 , P
11) 411i 800 Seminole Rd, Atlantic Beach, FL 32233
'.:'4'."39 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: �sc� Zz- bdc,11-
Revision to Issued Permit OR [l Corrections t omments Date: V ‘./2(-, ,2
Project Address:.
5 ee-Los-:- Lig
�
,,� C
Contractor/Contact Name: �� Ail 01 (51( S � OQ f ' U
n U�1 T V
Contact Phone: q 1q y ` 03 Email: OL p r 0-. �lj(YL - ( • c 0Y► 1
1 J
Description of Proposed Revision/Corrections:
/U JA1 /2S ITCd, t/ylQoG1' r'� 6.11— twflt4C9ludPl:
I affirm the revision/correction to comments is inclusive of the'proposed changes.
(printe name)
• W' proposed revision/corrections add additional squm footage to original submittal?
No Yes (additional s.f.to be added: )
• A I proposed revision/corrections add additional increase in building va ue to original submittal?
MiNo 0*Yes (additional increase in building Valu . ) Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
❑ Approved ❑ Denied. ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review.Comments
Department Review,Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
. JOB COPY
REVIEWED FOR CODE COMPLIANCE
',,.. Building Permit Application
to a --� J',, City of Atlantic Beach Building Department REVIEWED
w/ 800 Seminole Road, Atlantic Beach, FL 32233 By Mike Jones at 1;49 pm, Oct 14, 2022
Phone'. (904) 247-5.826 Email: Building-Dept@coab.us '° """"'
�RES0y22-0063
Job Address: 5 17 S�(v 0�.:. La is:S Ins` efe Permit Number: �"NP... �`XX
y n r I + ��
Legal Description SIO IvV. . 5•e tuck..,Lalt 5.. l t-7. ` RE# �. • rel.
17 0 7 0
Valuation of Work(Replacement Cost) 5 Heated/Cooled SF Non Heated/Cooled
• Class of Work: (=New Addition ❑Alteration ❑Repairve ❑Demo ❑Pool ❑Window/Door
• Use of existing/proposedstructure(s): .OCommercial esidential
•
• If an existing structure,is a fire sprinkler sys""tem installed?: ❑Yes f3No
.... Will tree(s)be removedin association with proposed prosect?.❑Yes(must submit separate Tree Removal Permit) ONO
Describe in detail:the type of work to be performed: I K o,2UJ,6 LbNr00C1l f l'e.to 6laio
:6-1td►a f--od'r
Florida Product.Approval# for.multiple productsuse product.approval form
Property Owner it rmation
Name e(1 c ce Address 5 t 1. .r_Juo� L25 C:� r k
City � State. ZipPhone . r.Lf .
9
E-Mail . • . . . .
Owner Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Information q • d it
Name Of Com anyDavi Wesley Patio Rams . Qualifyin gent. _ )7)
yn✓(( /4V,U s�e l. '
p ( 7
Address 9951 Atlantic Blvd,Suite 317-5 City State Zip
Office Phone ,Jacksonv lle,FL 3&22,5 J ite Contact umber q q rT• (),�'0 b
State Certification/Registration#, ,',e.0d l. ((�'(4Sv- ail ow?r r aL ye 9M1Q.a(• ('aril -
Architect Name&Phone#
Engineer's Name&Phone#
Workers Compensation Insurer : .OR Exempt I9' Expiration Date `8•di •
Application is hereby made to obtain e permit to do the work and installationsas indicated. I certify that no work or installation hat
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 applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies;or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO:OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN:FINANCING, CONSULT WITH YOUR LENDER • ' A Al •RNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT: .
(Signature of Owner Or Agent) r (Signature oractor)
ne and swornto(or affirmed)before e this 7 day of S�' 'jed nL sworn tto(or affirmed)befo e e this .7 day of
,
-� ignature of Notary)
AMY 0000WIN • i = e A .
f:- ,\j".r; N dal i'� ' • -State of f2ui ida s gti xr 4MY GOD/11_N
d ;'`;? t „r i,,. •. H NH 152231 Notar Pul:iu Stott,u!Hui Ida
[ I Personally Known OR [ ]Personally Known OR ;i
y, f,li--'l l'ul • N,ta 1015 71%;;,',A
. CommisNwu4ilti152236
....,,,.....
( ]Produced Identification "!.`•-:,11 ;,x,1,1„ ,„,,„,„, ,I rt;nary!,s"• [ ]Produced Identificat n ?',;,';..r My comm.Expires Jul!t,1025
Type of Identification: m"`1-'" ' Type of Identification:
AFFIDAWT FOR ATTACHING A NEW STRUCTURE TO AN EXi TK NG STRUC'TURE
TO: Building Inspection Division, C. of Jacksonville,214 North Hogan Street
1
l I
(c4_, LieS
.,�
City. .tare id F`0
-
Contractor: ®avid liliesley Pao Roams
9951 Atlantic Blvd,Suite 31/-5
Permit Number a;- - Jacksonville,FL 32225
,lira the Contractor for the proposed new structure located at the above address,I have personally viewed
with the above named home owner those portions of the existing structure on which portions of the
proposed new structure am to be attached for stnrctural.support. I am confident that the drawings and details
included with this permit application depict:.;e existing conditions of the host structure, and the member's of
..e ex;astirig structure upon which the new structure are to be attached am sound with no rot or deterioration
The home owner has been advised by me that,in my best ju•!gmr cart based on a kt;:erience and knowledge of
structural adequacy, ; e members of the eisistffi;.structure upon which the new structure am to be attached
are Bound with no rot or deterioration and will support all structural Ioads and forme imposed on thtria. By
signing blow, 1 hereby declare ',at I will hold the City of Jackaonville.harmless and release it from any
res. I):asibilaty and liability for any adverse ceuaegLuences or failures resulting ,. t„m this work,and further
that I will not initiate, ege611te or enjoin any legal action against the City of J€ 1 onville for such
asequences or ,f ;Iyir?es.
A copy ofmeat a: be retarded me an a Nfr6x1 anastral Wet& 14.e ::s c =; %;; „etP ®a lids,,,
pe milt talz m y tors : at any and 866 future bop-re/owners of property;,3.;ay be made aware of the
staters of work pit-r',,,wed an j ,. etn,ettre.
/ .
Sited , _✓ AiA' rte Date 6 ,21 .44.02
of®rte ,,,,ce r�,,:• ' .dayi V
of �4!,
In the County of Duval, State of Florida,his personally appeared
by himself/herself himself/herselfrad
Affirms ;«;,;. . 44= tions herein tease and :
)
•
7I
ELITE PANEL SPAN TABLES: 1 . Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3° x 0,024 x 1 - LB EPS PANELS ( 3' x 0.032 x 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) DO KIM
6 ASSOCIATES, LLC
NET MAX, ALLOWABLE SPAN.,(FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) CONSULTING
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE
LOAD (PSF)1 L/80 L/120 L/180 L/240
10
LOAD (PSF)1 L/80 L/120 L/IB0 L/240 LOAD CPSF)1 L/80 L/120 L/180 L/240 LOAD (PSE)1 L/80 L/120 L/180 1./240 STRUCTURAL
16.17 15.76 15.03 14.10 10 17.50 17,50 16.91 15.96 10 19.33 10.95 18.31 17.66 10 2011 20.03 19.42 18.81
ENGINEERS
20 13,44 13.44 12.22 1035 20 16.64 15.96 14,06 12.16 20 18.11 17,66 16.36 15.06 20 19.02 18,81 17.58 16,35
30 10.78 10.70 9.41 6.60 30 15.17 14.06 11.21 8.36 30 16.80 16.36 14.41 12.46 30 17.93 17.58 15.73 13.89 PO BOX 10039
40 922 9.22 6.60 2.05 40 13.69 12.16 8.36 4.56 40 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 11.43 Tampa,FL 33679
50 8.17 8,17 3.79 - 50 12.22 10.26 5.51 0.76 50 14.18 13.76 1051 7.26 50 15.74 15.12 12.05 8.97 721:(813)857-9955
60 7.40 6.39 0.98 - 60 10.75 8.36 2.66 - 60 12.87 12.46 0,57 {,67 60 14.64 13.89 10,21 6.52
70 6.81 4.51 - - 70 9.27 6,16 - - 70 11,57 11.16 6.62 2.07 70 13.55 12.66 8.36 4.06 Rev/oat. Destxi,flDn
BO 6.33 2.64 - - 80 7.80 1,56 - - 80 10.26 9.86 4.67 - BO 12.46 11.43 6.52 1.60 .,y;.•; e
Q>flts edit'n PRODUCT
4' x 0.024 x 1 - LB EPS PANELS 4' x 0,032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0.030 x 2 - LB EPS PANELS ISSUMFORFacrm
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) �'� �vAODUCT
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (E7) 6.
ALLOWABLE ALLOWABLE ALLOWABLE - ALLOWABLE Q •
LOAD (PSF)1 L/80 L/120 L/180 L/2401 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240
10 19.00 19.00 17.17 16.53 ( 10 20,50 20.50 20.11 19.24 10 21.97 21.97 21.52 20.97 10 24.17 24.17 24.17 24.17
20 15.01 15.01 15.01 13.95 I` 20 I' l ' �119.6119.24 17,49 15.74 20 20.77 20,77 19.86 18.76 20 23.64 23.64 23.41 23.11 LI
MIMMI ®' ■ 30 19,57 19.57 18.21 16.55 30 22.57 22.57 21.90 21,01
IIMIXIIIIMEINEGIIIIII 40 16.72 15.74 12.24 8.74 40 18.36 18,36 16.55 14.34 40 21.51 2151 20.39 18.91
1111=1EMIIMIIMMIELESE IEEMIII 30111 50 15.28 13.99 9,62. 5.25 50 17.16 17.16 14.89 12.13 50 20.45 20.45 Ian16,80 J
MIIMEMIIIMII®IMENI®IIKII= 60 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 19,39 17.37 14.70 rq
MI=1153•1111.WEI1111120111MEENIMILEM70 1240 10.49 4,38 - 70 14.75 14.75 11.58 7.72 70 18.33 10.33 15.06 12.59 W ce
®' .M.11.231.0 80 10.95 8.74 1.75 - 80 13.55 13.55 9.93 5.51 80 17.26 17.26 14.35 10.49
RI' Q Z a_
6' x 0.024 x 1 - LB EPS PANELS 6' x 0,032 x 1 - LB EPS PANELS 6' x 0.024 x 2 - LB EPS PANELS 6' x 0,030 x 2 - LB EPS PANELS ° 1"'. w ai Fa-
(ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) m a-� ~D C)
NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) 0` 0 Q. -Q.
ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 0 o - p cc
a
LOAD (PSF)1 L/80 L/120 L/100 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/80 L/120 L/160 L/240 `= •'e J
Et m L) QW
ID 23.00 21.24 21.47 20.85 10 24.00 24.00 24,00 23.42 10 23.93 23,93 23.88 23.60 10 21.00 24.00 24,00 23.84 = U m w---O
W g
20 - 18.06 18.06 18,06 18.06 20 23.34 2321 21.82 20.22 20 23.20 23.20 23.03 22.46 20 23,65 23.65 23.34C 22.84 �01 0 (J�
30 15.13 15.13 15,13 15.13 30 22.10 21.63 19.42 17.02 30 22.47 2247 22.10 21.33 30 22.94 22.94 22.59 21.85 j to j o Z W
- 40 13,34 13.34 13.34 13,34 40 20.06 20.05 17.02 13.82 40 21.75 21.75 21.33 20.20 40 22.23 22.23 21.85 20,85 Q O O 2 Q
50 12.10 1210 12.10 10.91 50 19,62 18.47 14.62 10.62 50 21.02 21.02 20.49 19.07 50 21.53 21.53 21.10 19,86 tuA a Q 9 F'-
60 11.17 1L17 11.17 8.43 60 10,38 16.89 12.22 7.42 60 20.29 20.29 19.64 17.94 60 2052 20.82 20,36 18.87 •'= 0 Q
70 10.44 10,44 19.30 5.95 70 17.14 15.30 9.82 4.22 70 ' 19.57 19.57 18.79 16.81 70 20.11 20.11 19.61 17.87 11.u7-1 U to
1]Q
BD 9.85 9.85 8.43 3.47 80 15.91 13.72 7.42 1.02 BD 18.84 10.84 17.94 15.68 BO 19.40 19.40 18,87 16.88
W0
GENERAL NOTES L
SEAL JOINT WITH
ff./. Composite panels shall be constructed using type 3003-H154 aluminum facings,1 or 2 PCF ASTM C-578 carpenter brand EPS CONTINUOUS CAULKING, Fl+
adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in •--- e-ti.• • • • • (-I- � D.„„ g P Suite `'' DYK
2. Elite roof panels maintain a UL 1715(int)class'B'(ext)rating and are NER-501 approved. ) O O O O O O O O O O ( a o cBY: OYK
3. This specification has been designed and shall he fabricated in accordance with the requirements of the Florida Building Code 4 • • Jacksonville,Fh 22 AS SHOWN
7th Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior fmish,and B i OH FACINGS - GATE: 2/19/12
Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERI OCKING CROSS SFCTION OPTIONAL
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUTTER OR
DRIP CAP
load combinations)using the data from the allowable load tables and spans in this approval. SLOPE 4' MAX WIDTH INTERLOCKING
5, Deflection limits and allowable spans have been listed to meet FBC includingthe HVH2.In PANEL (I/4'/FT MIN SLOPE)
HVHZ this product shall be used '000000000000
° ' i • DO veoN KIM,P.E.
in structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ o 0 0 0 0 0 a A- •=0-t. 00°•°0°., FU,REG.NUMBER 49497
• 00000is EPS CORE 1LB OR 21.8 0000000'
requirements are met moo 0 0 0 0 0
6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for ALUMINUM BOTTOM •0 • DO KIM&ASSOCIATES,LLC
Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. FACINGS •00o CAS 26807
7. Testing has been conducted in accordance to ASTM E72:Strength Test of Panels for Building Construction- • I- CLEAR SPAN CU INSIDE TO INSIDE 000• O.H. PO BOX 10039
0 ' Tampa,FL 33679
8. °o CAS test reports:HETI-05-1988,HETI-06-2104,HETI-06-2066.HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI- •o
06-2107,HETI-05-1987,HETI-06-2069,HETI-06-2070,HETI-06-2071,HETI-05-1994,HETI-05-1991,HETI-06-2072, •0 0
ENGINEER OF RECORD TO PROVIDE :•0 O: 36' MAX IN FRONT 6 255
HETI-06-2073,HETI-06-2074,HETI-OS-1996,HETI-05-1989,HETI-05-1993,HETI-OS-19 5,HETI-05-1995,HETI-05- FOR ROOF CONNECTIONS 6 ADD THICKNESS OF'•
1990,
SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL •000 OF PANEL WIDTH 2 SIDES
05- 997,HETI-05-2037,HETI-05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI- • THIS OR ANY OTHER ENGINEER, PANEL SPAN • 0• (12' MAX AT SIDES)
05-2036,HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042. • •
9. Linear interpolation shall be allowed for figures within the tables shown 0 •
Do y 0v.,,a9Ma
Panels with fan beams shall be considered equivalent to similarOanels without Fan hen MST]rcion nen Fvee;nn,Ia ;nrl„Sn
--_ - - -- _ Moarc,,, DrawPno Nn -FI-1001