1571 MAIN ST Building Permit Application :.. J
City of Atlantic Beach Building Department
"ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: IS REQUIRED.
Job Address: 1571 MAIN STREET. ATLANTIC BEACH FL 32233 Permit Number:
Legal Description 17-2S-29E 1.790 PT GOVT LOT 4 RECD OiR 9196-859 _ RER _
Valuation of Work (Replacemen Cost) S Heated/Cooled SF Non- Heated/Cooled
• Class et Work. __, ew !Addition LAIteration L Repair JMove LDemo L Pool Window/Door
• Use of existing/proposed structure(s): LJCommercial _Residential
• If an existing structure,is a fire sprinkler system installed -=.Yes CNo
• Will tree(s)be removed.n association with p-oposr'd prole(? ' ?:Yes(must submit separate Tree kemova? Permit) ONo
Describe in detail the type of work to be oerformed-
CONSTRUCT STORAGE BUILDING ) 7$
Flui cid PIudult Appruvd'i p fur multiple piuducts use product approval form
Property Owner Information JEB EQUIPMENT LEASEING INC
Name JONATHAN E BOYD Address 1571 MAIN STREET
City ATLANTIC BEACH State FL Lip 32233 Phone 904-Z46-1656
E-Mail ASPBI KCONQAOL COM
Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) j -Z ,r, -
Contractor�Informatio � Cr
Name of Company
� /t4l0AL i,��TU� I ng _ t
/�/—LI L 7
Address2 hi iCit / State lip
.11111.0Oftlie PIoiw 'tel-T/723-Tit
[ Job Sin. Contact Number �___ 01,2....---
�lt--
State Certification/Registration a E Mall / / fen -7'—N /k'_/ 'w-, • A--ef
Architect Name& Phone a
Fngineer's Na''' v R Phone p _ /
Workers Compensation Insurer ! �//l S `-1 �`-;*--C) c_ OR Exempt xplratlon Date /V7.-5
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, BOILtRS, 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 PROP RTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO•r EY BEFORE
RECORDING YOUR_NOTICE OF COMMENCEMENT.
/,7 _
(Signature Owner or Agent, - (Sig.at re , Co^tractor)
Signed and sworn to(or affirmed)before me this 27 day of Signed and sworn to(or of •r i b fore m �his.sL. � day of
JANUARY 2023 bVJONATHAN E POYD �1,_____, Ana3 , Tu-w _
(Signature of Votary; Si: a r•• of U.)a
LORRAINE FOLSOM .Y.; .., DONNA TAYLOR
r LORRAINE M.FOLSOM !'1 ' \ Notary Puoiic-State of Florida
Perwndll KrIUWII UK r wn414 mown OR ' Commission;HH 240571
( Y r NOTARY PUBLIC `-ToF0 My Comm.Expires Jun 10.1026
Produced Identificatio s f Produced Idenuficatic
STATE OF FLORIDA Sondes through National Notary Assn.
Type of Identification r Comm*iType of Identification:
/ti. E 1 e Expires 6/24/2023 A
AT&T Yahoo Mail- Fw: https://mail.yahoo.com/d/folders/l/messages/276118?pspid=202353...
Tim
Imo tw,... c
. .
. .
' e t.7!
, . .
"
s. .,..---'-----"---""----.-..--.:.:._--..—.____.
-—
.-
......
-- 1
• .. ' — Srl..--Th 1--4: 7. -.4720/.._...,
- « 1
gr; '
i -* *
I
i , o r
=3 •—
. _
*_$, « '
\6,,
•
i
-rirt"r if--
L_
'• i .'''''praer CP-41;1MM
• .
.. •
or autpcha_
.___
t EVY
T. • •Mobile
2 of 2 2/16/2023,9:36 PM
MODEL: P20- 12
C CUST. NAME: JEB LEASING
ORDER NUMBER: 103695
(55') ora CAP I GENERAL NOTES:
(65") 12OOF 51TZAIGHf 2 58"RC 1. NO LOADS OTHER THAN THOSE GIVEN
(9 ") EAVE PANELS
UNDER "DESIGN DATA" BELOW BE
65") VEC21CAL 5112AIGHT 2 IMPOSED ON THE "STRUCTURE"
2. THE FOUNDATION ON THE DRAWING
IS A SUGGESTED SOLUTION ONLY.
NECESSARYCHANGES MAY BE
6585 z I 6S RS Oz TO LOCAL BUILDING REULATONSE
3. THE FOUNDATION SHALL BE FOUNDED
O
CT) z ON NATURAL UNDISTURBED SOIL
Z w CAPABLE OF SAFELY SUSTAINING
LU 1500 PSF. AND AT LEAST 12 IN.
> O BELOW FINISHED GRADE.
0 1 4. SLAB ON GRADE SHALL BE PLACED
,9 W ON SOIL CAPABLE OF SUSTAINING
wu", Ld
I --- 500 PSF. WITHOUT APPROPRIATE
:Q L SETTLEMENT.
0) U) W 5. BUILDING MUST BE GROUTED INTO
0 TROUGH, INSIDE AND OUT TO
w ( MAINTAIN STRUCTURAL INTERGRITY
0 I
512EWALL CLEAP.ANCE i7ATA t7OQ CL-f APANCD t7A,TA EXCEPT WHEN USING BASE PLATE
z O CONNECTORS.
6. CRQSS''TIES MUST BE INCASED IN
CONCRETE WHEN CONCRETE SLAB IS
o_ n NOT USED 24 I/2"
1 I N ARCH DATA:
_ rn
1 U,
• _ DESIGN DATA:
CO O) LI) 6) -i- g r7 ,..
L - N rn I I I I I 1 I I CO o0 M u) STEEL GAGE: 22 7 1/21
o O - - - O O o m i I 50 KSI MIN. YIELD
I GALVALUME SHEET STEEL
—L_ _ _ , — _ • — LIVE LOAD: 70 PF
�_ i _i�_ __ ULTIMATE WINND SPEED: 1169 MPH
MATERIALS:
1' 2' 3' 4' 5' 1' 2' 3 4' 5' 6'` 7' 8'J 9'_ 1. CONCRETE STRENGTH AT 28 DAYS
TO BE 2500 PSI
57/8" 2. REINFORCING STEEL TO BE
DEFORMED BARS. GRADE 60
20'-13/4" OUT/OUT STEEL DIMENSION f 3. ALL MATERIALS SHALL CONFORM TO
THE APPROPRIATE ASTM
SPECIFICATIONS.
'ACD¢'"Gs,4,0 \ ARCH PROFILE
yO
�; ONE ENDWALL SOLID & ONE ENDWALL
, - WITH AN OPENING OR OVERHEAD DOOR
GAPP!,
SCALE: NTS SHEET: 1 OF 7
ATTENTION: MODEL: P20- 12
The foundation shown may not conform to your local by-laws and has no warranty as to its sufficiency for CUST. NAME: JEB LEASING
your particular area and or application. Retain a registered professional engineer to design a foundation which
meets local by-laws and frost level depth requirements (if applicable), is adequate for soil conditions on the ORDER NUMBER: 103695
site, and conforms to the intended use of the building. The engineer should also be retained to inspect SEE SHEET 5 FOR ARCH CONNECTOR
construction to ensure that the foundation is being built in conformity with his design. If the design engineer BASEPLATE LAYOUT
requires, retain a soils engineering specialist to report on soil conditions and soil compaction values. 2"DIA. FENDER WASHERS
UBERALLY APPLY CAULKING AROUND
4" sic ANCHOR BOLT BEFORE TIGHTENING \I
1241 - 12Yi 124" - 1�" 124" 124" 12Ya• 12Y" 12Yi 1�" 124" 1s" ARCH CONNECTOR CUP
ARCH
1 1 �� I 1 CONNECTOR
--T R� �SIDEWALL I1 R -7 i'�
�f' I It + II - II + } II T II + UBERALLY APPLY 2 CONTINUOUS y �I
+ II+ II} +II +II 1.21
BEADS OF CAULKING UNDERNEATH Y Y
II- -H- -I1- al It
Ti Ti
II II II II BASEPLATE INSIDE EACH ROW OF
II II II 11 ANCHOR BOLTS
11
'' CAULKING UNDER ARCH CONNECTORS
lilt. I AND ANCHOR BOLT HOLES
Ai
F--
_
CONCRETE {��
ren _-1 ENCPSEIENTS 1 affil ARCH CONNECTOR CUP
to _J L 41 o I��:.I
1 �• o S BASEINSTALLED
SEAL PLATE TOA BE 1
NJ IEMQ I ,j yyyy�11 y� i�'�'.' (� INSTALLED AT EVERY ARCH •
N Q EMI d `� / g 'Mil::: 1.2 D CONNECTOR SEAM 00
H1, Cr D
Al/ `,..5 O
---- -— N0. 6 TIE BARS O 8'-0"MAX. -- F�1RTION - -- N0. B TIE RAFTS O e'-0"MAX. - --—` '. F I--12"� �, .1111
ARCH CONNECTOR
0 ]� i i , e 2 ARCH CONNECTOR
Z 0 I I BB.Qg 1 I ill N s Zi o CLIP
�'tiL ~ `` INSTALL ARCH CONNECTOR CUPS ON
O 1 F ♦ z !'-1 EVERY OUTER ROW ANCHOR BOLT
Z II _ "I,� 6"S 6W1R BY NO.6/6 E MESH �•I"r—_II J • ,, _O ` LIBERALLY APPLY CAULKING TO EVERY
M , II S ' V �.-• z BASEPLATE SEAM.AND 2 TO EACH SIDE
a II 11 ATTACH END CONNECTORS TO FINISHED 514 0 OF SEAM BEFORE ANCHORING ARCH
II II FOUNDATION WITH 15"DIA. X Sic ANCHORS W CONNECTORS AND BASE SEAL PLATES
Y."DIA ANCHORS W/2'DIA FENDER WASHERS. , , W/2"DIA. FENDER WASHERS 012.O.C.
_ 12'LONG J-BOLT ANCHORS IF WET SET. (n
5}"LONG(WIN.)ANCHOR BOLTS IF INSTALLING 1 II 11 I ,'1,- INSTALLING BASE SEAL PLATES AND
IN FINISHED CONCRETE. 0 u II __ —1- ARCH CONNECTOR CLIPS
II 1 li
•1--1 + + + y + } } 4 + +� ARCH CONNECTOR CUPS
'S H SIDEWAL L o I TO BE INSTALLED EVERY
I 2415"ON OUTSIDE ROW
_ OF ANCHOR BOLTS
} 1
- 1211 — 12,- 12Ys I24' 124' 124" 124 1241 124' 1244 124" 12r 12"-a �,/ ARCH CONNECTOR
_y5•— _ 4• 4•=I_II ��
IC� 2"DIA FENDER WASHER
(21)ARCHES, DIMENSION "L" = 43'-9 1/2" v- j INSTALLED EVERY ANCHOR
ti w fi-tr=i-i ..?.e'' 15"/ DIA.ANCHOR BOLT
" 8'-0" a
OR 8'-0LESS OR LESS OR LESS OR LESSC P-4/ u 14
BASE SEAL PLATE
N0. 3 STIRRUPS 0 18"O
NO.3 STIRRUPS 0 1B"0/C Eal WIRE MESH L 4- NO.4 BARS COMMERCIAL ARCH CONNECTOR
4-N0.4 BARS TOP OF ASSEMBLED AND READY FOR ARCHES
lommmommlammm=arm
r , .2 kIN '�G�IY 4 1 hI - ;•��d�
STRIPPED
IIII .Y.✓...�'-.sir 3 11�1.•.�.•!3��•,,qtimmi'�_r.,w'0i: .�r _L -4, _ ✓� N , �1 Fr
C
J® �T�T COMMERCIAL BASE CONNECTOR
6 MIL POLYETHYLENE MOISTURE BARRIER
STI,-,rte
k-- 16" 4 12" 4"CRUSHED STONE OR WATER-WASHED
GRAVEL(115"TOP SIZE) N0.6 TIE BARS16" --I GENERAL ARRANGEMENT
7• ,^ -"T
4"CLEAN GRANULAR COMPACTED FILL
NO. 6 TE BARS CONCRETE ONE ENDWALL SOLID & ONE ENDWALL
ENCASEMENT WITH AN OPENING OR OVERHEAD DOOR
SECTION THROUGH LENGTH FOUNDATION - 2500 PSI STRENGTH
SCALE: NTS SHEET: 2 OF 7
FIRST ARCH FIRST ARCH MODEL• P20- 1 2
QTY. (4) — 122Yz"
SECTIONS �� CUST. NAME: JEB LEASING
N l^ ^ n ^ .4 ^ ^ ^ ^IA
�h \ 14111111111
) ORDER NUMBER: 103695
133/4 133/4 r 4 BOLTS
ARCH PANEL
f SECTION SECTION y SELF DRWNG SCREW
1. STAND THE FIRST ARCH AND ATTACH TO THE ARCH 2. ATTACH THE ARCH TO THE FIRST ARCH CONNECTOR USE EXISTING HOLE
CONNECTOR WITH 4 BOLTS AS SHOWN. THE ARCH CUP WITH THE SELF DRIWNG SCREW AS SHOWN IN THE IN ARCH PANEL TO
QTY. (4) — 122Y2" SHOULD BE LOCATED TO THE OUTSIDE OF THE ARCH CONNECTOR CLIP ASSEMBLY DETNL LOCATE SCREW
CONNECTOR CUP. 1 SELF DRILLING
SECTIONS
0,11 SCREW
SECOND ARCH D5"DIA
FIRST.ARCH FIRST ARCH ANCHOR BOLT
.IIIIIIiffIfII li
( ,lvvvu 'Sj 'e' vuvuy .10i.
3 " `v_. 13/4�� 13/4
4011A
\�`1101111 t�` ARCH CONNECTOR ARCH CONNECTOR
SECTION SECTION �=�
CUP
SELF atlwNc SCREW
ARCH CONNECTOR BASEPLATE LAYOUT B BOLTS
4. STAND THE SECOND ARCH AND ALIGN ON TOP OF FIRST CONNECTOR CLIP ASSEMBLY DETAIL
REMAINING3. FILL THE REMAINING 8 HOLES IN THE FIRST ARCH ARCH. FASTEN THE SECOND ARCH TO THE ARCH CONNECTOR CURVED ANGLE NOT SHOWN FOR CLARITY
AS SHOWN. AS SHOWN IN STEP 1. ATTACH THE BOTTOM OF THE SECOND
IIIINARCH TO THE ARCH CONNECTOR CUP AS SHOWN IN STEP 2
issNiLONGEST ENDWALL CONNECTORS AND THE CONNECTOR CUP ASSEMBLY DETNL FILL REMNNING 8
MEET AT CENTER OF ENDWALL
h.
BOLTS IN THE SECOND ARCH AS SHOWN IN STEP 3. REPEAT
PROCESS UNTIL THE ENTIRE BUILDING IS ERECTED.
HALF ANCHOR BOLT HOLE .- COMMERCIAL ARCH CONNECTOR ASSEMBLY
CENTERUNE OF ENDWALL r ,
HALF ANCHOR BOLT HOLE ` 1111114 ' •
*111111411111114%::O `� �' • • DOOR OPENING END
ENDWALL CONNECTOR ` •
:ill
BASE SEN.PLATE -� �" ` OF ENDWALL CONNECTOR
11410
LBERALLY APPLY CAULKING TO ALL 2 PAN ELS MEETING ` `\: .T , `�
ENDWALL CONNECTOR SEAMS AT CENTERLINE ` T � n _
-' '` • ONE ENDWALL PANEL `��- ' '�`d� •
CENTERLINE OF ENDWALL ` AT CENTERLNE ( �• •I -„
CINTERUNE OF ENDWML
�" +`a CENTERLINE OF ENDWALL �`�
DRILL 36"HOLES IN ENDWALL
PAPANELS AND BOLT E ENDWALL PANEL WILL EXTEND
DRILL if,-HOLES W ENDWALL PANELS AND DRILL/i"HOLES W ENDWALL PANELS AND HOLES IN THEE ENDWALLDWALL 175"PAST THE END OF THE HE
BOLT TO EXISTING HOLES IN THE ENDWALL BOLT TO EXISTING HOLES IN THE ENDWALL CONNECTOR EVERY 12" ENDWALL CONNECTOR
.14141t1 111111111ki ANCHOR BASE SEAL PLATE CONNECTOR EVERY 12" CONNECTOR EVERY 12' OPEN ENDW II -0NN TOR NO z;
1• ON TOP OF EVERY ENDWALL 1. ENDWALLS WITH OPENINGS SHOULD START WITH THE HALF ANCHOR HOLE
CONNECTOR SEAM IN THE ENDWALL CONNECTOR TOWARDS THE DOOR OPENING AS SHOWN ABOVE.
<4*
2.TWO PANELS AT CENTER ONE PANEL AT CENTER 2. THE ANCHOR BOLTS SHOULD CONTINUE AT 12"CENTERS OUTWARD.
`_\�+s OF ENDWALL OF ENDWALL 3. ATTACH PANELS AT 12"CENTERS TO THE HOLES IN THE ENDWALL CONNECTOR.
OPEN ENDWALL CONNECTOR
INSTAII INCA S010 FNDWN L CONNECTORS NOTES. .. • r a..., • ,r ; r *III
1. USE 7¢"DIA.ANCHOR BOLTS X 9i"(OR LONGER)AND 2"DIA FENDER WASHERS FOR EVERY 1, AFTER ENDWALL CONNECTORS ARE ANCHORED,THE ENDWALL PANELS SHOULD BE ATTACHED
ENDWALL CONNECTOR ANCHOR BOLT HOLE TO THE ENDWALL CONNECTORS STARTING AT THE CENTER FIRST AND THEN WORK OUTWARDS. COMMERCIAL BASE CONNECTOR
2. CAULKING SHOULD BE APPLIED LIBERALLY UNDER THE ENDWALLWILL CONNECTOR,AROUND 2. THERE BE EITHER ONE PANEL CENTERED ON THE ENDWALL OR 2 PANELS MEETING AT
EVERY ANCHOR HOLE,AND AT THE ENDWALL CONNECTOR SEAMS UNDER ANY BASE SEAL PLATES. THE CENTER OF THE ENDWALL AS SHOWN ABOVE. SEE SHEET 5 OR 6 FOR THE CONFIGURATION
3. FOR SOU°ENDWALLS.THE COMMERCIAL ENDWALL CONNECTORS SHOULD BE INSTALLED STARTING OF THE ENDWALL PANELS.
_.
FROM THE CENTER OF THE ENDWATHE LONGEST ENDWALL CONNECTOR S WILL MEET DETAILS
AT THE CENTER WITH THE HALF ANCHOR BOLT HOLES MEETING AS SHOWN ABOVE.BOVE. REMAINING
ENDWALL CONNECTOR SECTIONS SHOULD BE ANCHORED SO THAT THE ANCHOR BOLT PATTERN
CONTINUES EVERY 12"FOR THE ENTIRE LENGTH OF ENDWALL. ONE ENDWALL SOLID Sc ONE ENDWALL
SOLID ENDWALL CONNECTOR AND BASE SEAL PLATE ASSEMBLY WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS SHEET: 5 OF 7
MODEL: P20- 12
CUST. NAME: JEB LEASING
ORDER NUMBER: 103695
P20-12 SOLID
PANEL# LENGTH
SW1-SW2 155
SW3-SW4 149
SW5-SW6 141
SW7-SW8 131
S W 9-S W 10 119
in
_O
On u) r-7 N d cc, CO
I I I I I I I I I I
c( cV) CO c(n (I) cc) LI) c(n
10'-0743"
20'-13/4'
WALL DETAILS
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS SHEET: 6 OF 7
MODEL: P20- 12
CUST. NAME: JEB LEASING
ORDER NUMBER: 103695
P 20-12
8'H X 10'W OPENING
PANEL # LENGTH
OW 1-0W2 136
0W3-0W4 126
0W5-0W6 106
ABOVE OPENING PANELS
58
OW8-0W9 58
O W 10-0 W 11 49
O� rn
1 I I i
O O O
� I
� I
in
(D
1J1
CV v CD
I I I I
O p
9,-9"
20'-13/4»
WALL DETAILS
ONE ENDWALL SOLID & ONE ENDWALL
WITH AN OPENING OR OVERHEAD DOOR
SCALE: NTS SHEET: 7 OF 7