1535 Selva Marina Dr ACC20-0081 Shed Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
PATTERSON CHRISTOPHER
B 1535 SELVA MARINA DR ATLANTIC BEACH FL 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171948 0000 SELVA MARINA UNIT 02
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1535 SELVA MARINA DR ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY SHED $4777.00
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: 12/8/2020
PERMIT NUMBER
ACC20-0081
ISSUED: 12/8/2020
EXPIRES: 6/6/2021
ACCESSORY 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 $75.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $241.50
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
5 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
2 of 2Issued Date: 12/8/2020
PERMIT NUMBER
ACC20-0081
ISSUED: 12/8/2020
EXPIRES: 6/6/2021
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $241.50
ACC20-0081 Address: 1535 SELVA MARINA DR APN: 171948 0000 $241.50
BUILDING $75.00
BUILDING PERMIT 455-0000-322-1000 0 $75.00
BUILDING PLAN REVIEW $37.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $37.50
PUBLIC WORKS PLAN REVIEW $25.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE SURCHARGES $4.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING PLAN REVIEW $100.00
ZONING REVIEW SINGLE AND TWO FAMILY
USES 001-0000-329-1003 0 $100.00
TOTAL FEES PAID BY RECEIPT: R14313 $241.50
Printed: Tuesday, December 8, 2020 1:20 PM
Date Paid: Tuesday, December 08, 2020
Paid By: GRACELAND PORTABLE BUILDINGS
Pay Method: CREDIT CARD 402043125
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R14313
~+; CENTRALSQUARE
ACC20-0081
SHED
\ Building Permit Application
g City of Atlantic Beach Building Department
800 Seminole Road, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us
Updated 10/9/18
.. ALL INFORMATION
HIGHLIGHTED IN GRAY
IS REQUIRED.
Job Address: l 5 35'" k\ V 6.., YY}Q. {i Y'J~ \)Y) v(__ Permit Number: ________ _
Legal Description ReY LO ::1-7 unih fb1., PC. RE# /7 / 9t./f'--tJOoO
Valuation of Work (Replacement Cos9-$ 'tZ2J, 5 S-Heated/Cooled SF ____ Non-Heated/Cooled
• ClassofWork: □New ~dition □Alteration □Repair (}Move □Demo □Pool □Window/Door
• Use of existing/proposed structure(s): □Commercial ~esi<!P1tial /
• If an existing structure, is a fire sprinkler system installed?: !i'lf es SNo /
• Will tree soci tion wi h ro· ect? □Yes m submit se arate Tree R moval Permit m.lo
Describe In detail the type of work to be performed:
Florida Product Approval# _________________ for multiple products use product approval form
Pro
Na
Name of Qualifyi9g Agent .
Address-4.e__-h'f..,...;J.~~~~~.$Q.~s,_ ___ City , Jaf/4Jb-:/?-Y1---'r/k+--s-ta-te-/i----. -Zip-.---=~""',;:1---:;;;,.;i.~,...7-
__._~'--+J ....... '----<-.....,_...,__,_ ____ Job Site Contact Number ______________ _
State Certification/Registration# ________ E-Mail ____________________ ....:..:....
Architect Name & Phone# _______________________________ _
Engineer's Name & Phone# _______________________________ _
Workers Compensation Insurer ______________ OR Exempt □ Expiration Date ______ _
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 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 OBTA~~JINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECrrt'.i~OMMENCEMENT_. _ __:,;~=·::...;,,_ _______ :___
(Signatu of Owner or Agent) (Signature of Contractor)
c,'I
Signed and sworn to ( re me this _I _ day of Signed and sworn to {or affirmed) before me this __ day of
___ __, __ __,by __________ _
j ~ , .::...~:....:::;>e,_.l(,.,~::........i,<4--,0l..---,<.:........,'-'-'-'-"-'---''-.j-
~Mw,,
I I Personally Known OR
~Produced Identification
Type of Identification:
(Signature of Notary)
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ACC20-0081
• > 1 l m drl:: i i -> \ t ! f J f I
Owner Builder Affidavit
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us
**ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
PERMIT#: ______ _
I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" RE~IRES
OWNER/ BUILDER TO ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED
FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER
OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A
LICENSE.
YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF.
YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY
ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS.
THE BUILDING MUST BE FOR YOUR USE ANO OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE .
IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE
CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE , WHICH
IS IN VIOLATION OF THIS EXEMPTION.
YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST
BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS.
IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES
RE UIRED BY STATE LAW ANO BY COUNTY OR MUNICIPAL LICENSING ORDINANCES.
II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJU RIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT
SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED ..
Ill. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING
TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT
TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE
OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS
CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904-
247 -5826 OR BUILDING -DEPT@COAB .US) IF IN DOUBT.
V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I
COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT.
ob Address: 1535 Selva Marina Driv~
)wner Name: Christopher Patterson Phone Number: 904-838-8694
.llailing Address: 1535 Selva Marina Drive City: Atlantic Beach
'VotorizedSignatureofOwner 'f-~ c-
he foregoing instrument was acknowledged before me this _I _I _day
f :WIMIWv
State: Fl Zip: _3_22_3_3 __ _
Updated 10/24/18
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----
CODE CR ITERIA:
lliE CONTRACTOR/MA~UFACTURER stW.1. COMPLY
Willi Ill£ roLLOWING COOES ANO ALL APPUCABlE
AMEN0UOITS/SIJ1'PI.EMENTS:
2014 F\.ORIO. IMUllNG COOE, Slll EOITIOH
201 ♦ F\. f1Rt PREIIENTION COOE
PROJECT NOTE:
TlllS 8UILOING IS NOT DESIGNED FOR HUMAN
HABITATION ANO DOES NOT KAVE WATER. SEWER,
ElLC TRICAL OR HVAC SYSTEMS. TlllS BUILDING IS
DESIGNED AS A MINOR STORAGE OCCuPANCY ONI.Y.
GENERAL NOTES:
I. STRUCTURE HAS BEEN DESIGNED IN ACCOROIINCE
Willi TllE 20 1 ♦ F\.ORIOA SUlUllNG CODE. 5TH
EDITION.
2. ALL MATERW.s AND LABOR SKALL BE IN
ACCORDANCE WITH THE ABOVE COO£ ANO ALL OlliER
APPUCABlE LOCAL COOES AT THE TIME Of
MANUFACTURE.
J. ORAWINCS SHAU NOT SE SCAl.fD FOR
OIMENSIONS.
4 . STRUCTURES ARE CLPSSlflED AS °MINOR STORAGE
FACILffiES" (OCCUPANCY CATEGORY I) ANO SHOULD
NOT BE USEO FOR HUUAN HASlTATION.
THESE PWIS WERE l)ESIONa) IN NXORIWtCE
lll1l1 lllE 2017 FllC, 11111 £DfflON F'0R A
1)111[£ SCCONI> CUST 0& t!IO W>M
STAMP
fltw.._.:1/kWC...._N
R-N n:un.&A,uctu
UUGr,WZ°' 'INN t UIIQI
5. STRUCTURES ARE OCSIGNED FOR LOCATIONS THAT
KAVE A 3 SECOND WIND GUST or 150 MPH (MAX).
STRUCTURES SHOULD NOT BE USEO IN OlllER
LOCATIONS.
6. STRUCTURES ARE DESIGNED FOR LOCATIONS Willi
A SURFACE ROIJGHNESS CATEGORY B ANO A
TOPOGRN'IIICAL FACTOR Of 1.0. STRUCTURES
SHOUU> NOT BE USED IN OTHER LOCATIONS.
7. STRUCTURES SHOULD KAVE MET-'l ROOf OR
OPT10NAL 25 Y£AR RAT[O f18ERGLASS/ASPHALT
SHINGl.ES.
8. ALL SIIJOS, RAFTERS , COLI.AR TIES, AND TRUSS
CHORDS ARE SPF 12, U.N.0.
9 . ALL EXTr/llOR WOOD IS TO BE PRESSURE
TREATED.
10. ALL ROOf OECl<INC IS TO BE 1!, • O.S.B.
11 . ALL SIDING IS TO BE i.• P.T. T-11 1'1.YWOOD OR
OURATEMP.
12. ALL FLOOR JOISTS ARE TO BE P.T. SYP 1 2.
13. ALL EXTERIOR NAllS AA£ TO 8£ HOT DIPPEO
GAI.VANIZEO.
1 ♦• ALL F\.OOR OCO<lNC IS TO 8£ i.• P.T. PLYWOOO.
15. ALL Sl<IOS ARE TO BE ♦x& P.T. SYP, RATEO FOR
GROUND CONTACT.
16. THE STRUCTURE HAS BED< DESIGNED TO RESIST
LOADS AS A COMl'I.ETEO STRUCTURE ONLY.
APPUCATION OF CONSTRUCllON LOADS TO THE
PARTlALLY COMl'I.ETEO STRUCTURE SHAU. BE
CONSIOERED BY THE CONlRAC'TOR AND INCLUOCO °'
THE DESIGN OF SHORING, BRACING. FORM WORK. ANO
OTHER S\JPPORTING ElLMENTS PRO\llOED FOR
CONSTRUCTION OF TH£ STRUCTURE.
17. NO AM SUf'£R\IISION OR CONSTRUCTION
AOMINISTRAllON HAS GEEN PROIIIOEO BY lliE
ENGINflR,
I. 20 I ♦ F\.OfllOA BU!U>ING COO€. 5TH E0010N
20 I ♦ F\. flR£ PRE\0/TION COO€
2. WO LOADS:
FLOOR: 10 PSf
LOFT: 5 PSF
ROOF: 10 PSf
3 . LIVE LOAOS:
F\.OOR: 40 PSf"
LOFT: 10 PSF
ROOF: 20 PSf (REOUC18l£)
4 . SNOW UlMJS:
GROUND SNOW LOAO, Pg•2S1ut
Fl.AT ROOF SNOW LOAD, Pl=20pst
SNOW EXPOSUR£ F/\CTOR, C•• 1.2
SNOW LOAO IMPORTANCE FACTOR, 1•0.8
THERMAL FACTOR, ct• 1.2
5. WIND LOADS:
BASIC WINO SPEEO, V•lSO MPH
RISK CAIEGORY = I
WIND EXPOSURE 8
C&C ROOF-ZONE 1•2J.3, -J7.0 p,r
C&C ROOF-ZONE 2•2J.3, -6♦.5 psr
C&C ROOF-ZONE 3•2J.3, -95.♦ psr
C&C WALL-ZONE 4•40.5, -♦J.9 p•I
C&C WALL-ZONE 5•◄0.5, -5◄.2 pt!
6. SOSMIC LOADS:
THIS STRUCI\JR( IS EXEMPT FROM
SEISMIC 0£SJCN PER EXEMPTION 3 or ASCE
7-10, SECTION 11.1.2
ITEMS BY OTHERS·
THE FOllOWING ITEMS ARE NOT PROVIO€D BY
RA!LROAO CONSULTANTS, PU.C AND ARE TO SE
OESIGNEO BY OTHERS IF APPIJCA8lE ANO AR£ TO
BE SuPPUEO ANO INSTALL£0 8Y OTHERS. lliESE
ITEMS MAY BE SUBJECT TO LOCAL JURISOICTION
APPROVAL.. RAILROAD CONSULTANTS, PLLC IS NOT
RESPONS18l£ THESE llOIS.
1. RAMPS, STAIRS. ANO GENERAL ACCESS
BUILDING SIZES:
L!lllllti
s·,12·
.ia:....matl1
10·,12·
10·,10·
.l.2:..:allml!!
.. NOTE:( lt '-2 /\CTUAL)
12.·.12·
12·.1e·
12·,20·
12''2♦'
12'x28"
12°1132'
12'•40'
lL.l!ll2lll!
•NOTE:(13'-0 ACTIIA!.)
14',16'
14•,20·
14'•2 •4'
14·,2s·
l4'xJ2'
14°136'
1-4'•40'
INDEX OF SHEETS:
s-o-SLB -CCMR SHEET
S-I -SLB -FOUNDATION Pl.AN
S-2-SLB -UPUfT ANCHORAGt
S-3-SLB -FRAMINC PLAN
S-◄-SLB -BUllDING S(CllONS
S-5-SLB -ElEVAllONS
S-6-SL8 -NM. PATTERN
S-7-SLB -DETAILS
S-8 -SLB -OETAILS
'.%t'.lCZX::C
SIDE LOFTED BARN--FL --V=150MPH--FBC 2017
a RAILROAD CONSULTANTS, PLLC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615) 663-1 142
GRACa.ANO PORTABLE
BUIWINGS, U.C
6807 'rm'( 62 WEST
BARDWBJ., KY 42023
PHONE: (666) 574-7446
-.i(CTNI►. 14017 SHro NUMBER
o,,m 12-29-17
DIWIN Ill': JOO
Q4lQCED1M 08G S-0-SLB
RM10N, 02
\
I
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0 ~ ' f VI
8 :,:
"' "' s ~ u
0
.,
I ' ~ ~
~
0 ~
' ~ .,
' ?:'
, FOUNDATION:
C/C Of J>-Ol e·-o 1.1AX. Tl1'
12·-o· TO 40'-o• (SEE SHEET s-o FOR INCR EMEl'llS)
81.DG TIE -DOWN
(REO'O FOR AU 8UlCS)
LOCATED 4' FROM TliE ENOS
ANO SPACED NO GREATER THAN 8' (1'11')
2><6 PT F\.OOR JOIST O 16" O.C. 8l.llG TIE-DOWN
(REO'O FOR Al.I. BI.DGS)
LOCA1£D 4' FROM THE ENOS
AND SPACE!> NO GREATER THAN 8' (lYP)
FOUNDATION PLAN
I • ANCHORS ARE IRON ROOT 00\JBI.£ HEAD EARTH ANCHORS. PROVIDE N-ICHOR AT EACH PERIIIETER PIER GIRDER. PROVIDE 1)1. -12 qo OR
EOUI\IAILNT GALVANIZED STRAPS WITH 8\JCKl.E AND SLOTT'EO PER THE BUIUIINC COOE.
MAXIMUM or (J) e·,e·,16"
CONCRETE MASONl!Y UNITS TO
IHCR£AS£ SHED HEIGHT.
EACH PIER SHAU. 8ENI ON
(1) •·,1s·,1s· COlfCA£TE p,c_
MAXIMUM 8UUl UP HEIGHT• 2♦".
MIN 0111£HSIONS OF 9EAAING lll£A
IS 16°,16"
OUTSIOC SKID
(R£0'0 FOR 12· "' 14'
WllE 9UI\.OINCS)
OVTSlllE SKIil
(R£0'0 FOR 12· & 14'
WIOE 8U1LOINGS)
RIM JQSTS
MASONRY :
CI.IU f'm • 1,SOO PSI
MORTAR f' m ~ 1.900 PSI
CROUT I'm • J ,500 PSI
e· .. ,e.· SOl.i>
CAP 8l.OO<
e• Cl4(J PIER
(3 COURSE MAX)
.-.,6·•16·
PRECAST
CONCRETE PAO
Fu.T, lMI.
EXCAVATION
FR£E OF 0£8R!S
2. ANCHORS ANO STRAPS INCLUDING THE INSTALLATION SHALL MEET THE REOUIREMO<rS OF APPENDIX E OF ll1E INTERNATlONAI. RES100mAL 8\JILDING
COOE. CONCRITE: 3. ll<E MINlNUM AU.OWABLE SOIL SEARING CAPACITY OF 2500 psi HAS BED1 ASSUMED FOR FOOTING OCSICN. COlffllACTOR TO HAVE THIS CAPACITY
VERIREO PRIOR TO CONSTRUCTION.
4. If A MINIMUM AU.OWABLE SOIL BEARING CAPACITY Of 1500 psi IS USED, THEN THE PIER SPAClNG SHAU. BE NO GREATER THAN 4' -0.
S. FOOTINCS SHAU. BE CARRIED TO AN ELEVATION LOWER THAN TllOS( SHOWN ON THE ORAYIINCS IF REOUIRED TO REACH SUITA8l£ SOIL
6 . FOOTINGS SHALL BE PV,CtO ON SUITA81..E SOIL TliAT MEETS OESKlN ASSUMPTIONS. FOUNOATION ANCHORING TIE 00'-""'l
SYSTEM TO BE SITE DESIGNED ANO
LOCALLY PERMITTED
1. MATERIALS (COMPRESSIVE STROICll< AT 28 O,.YS)
FOOTINGS 3.000 PSI
FOOTINGS N<D EXltRIOR CONCRETE SHAU. BE NR-ENTRA.N£D
nlESE P\NIS WERE OESIGNED ~ ACCOR04HCF:
WITH THE 2017 fBC. 8TH Ellll10N FOR A
1NftU S(CQN() GUST ~ 1:KI 111'11
SHEET APPROVAL STAMP ~-. SIDE LOFTED BARN--FL --V=150MPH--FBC 2017
RAILROAD CONSULTANTS, PU.C
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
~ PHONE:(615)663-11 42
GRACB.ANOPORTABLE _,. HO: 14017
BUIL.04NGS,LLC am'., 12-29-17
6807 HWY 62. WEST -1M JGC
BARDWELL, KY 42023 QC0CED "' ooc
PHONE: (866) 574-7446 AtYISOI: 02
SHEET Nl.llBER
S-1-SLB
SCM..E: 1/4"•1'-0
/
~
lM£SE PIAHS WERE 0£SKIHED IN ACCORIWIC£
Wllll 11£ 201 7 FllC, 8lll EDITlON RlR A
n4'ltE U:COHD CVST OF tlO MPH
'SH£TT APPBW-'l STAMP -·
\
1l<( fl[ 00WM OKilNttRED
001Jet£ SLOT 8\JCKl t 1 ,v1<0
OR Eou.L. RUtR TO
WAHUf",cTUA£RS SP£C1ACATIOHS
F0A INSTH.JAIION
OUTtR SKlO
ANCHOR DE DOWN DETAI L
FOUNDATION ANCHORING TIE DOWN
SYSTEM TO BE SITE DESIGNED AND
lOCALL Y PERMITTED
SflW> RATO£J
IRON ROOT oouaE IIEAD f '4291 ENml loNtllORS.
NICHOii sYSTDI UlCAJtD AT EM:11 PIER.
SIDE LOFTED BARN--FL --V=150MPH--FBC 2017
a
~
RAILROAD CONS\A. TANTS, Pl.LC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615) 663-1142
GRACEl.AIIO PORTABLE -.o:T "°' 14017
BUILDINGS, U.C o.re 12-29-17
6807 KW'< 62WEST -sr. JGC
BAAOWB.1., I('( 42023 otl)IE) sr. oec
SHEET NUll8ER
S-2-SLB
PHONE: (866) 574-7~6 -02
2) 2•,4 • TOP
PLAT£ ENO
WAU (NP)
RIDGE
UNE (TYP)
WAU eaow (TYPl
LOFT
J
12·-o· TO •o·-o· (SCE SHEET s-o FOR INCRCMENTS)
l{ 1 OSB lOf"T (NP)
W/ 2"x6· JOIST O 24" 0 .C. (NP)
2•,4• WAI.I. SI\JOS O 16" O.C. (NP)
OOUBL£0 AT ♦a• O.C f'OR T-1 I I JOINT
FASl'EHINC (NP)
(1) ••-o• LOFT FOR BUllOLNCS UP TO 12'
(2) ••-o• lOf'TS FOR 8Ul1.0<NCS OVER 12' UP TO 20'
(2) 6' -0 lOf'TS FOR BU..OINGS 20' TO 24'
(2) s·-o LOf"TS fOR BUILOINGS OVER 24' TO 40'
-----1'" Pl' PLYWOOD-----
FLOOR PLAN
ROOF TR\JSSES
Al 24" 0.C.
ROOF FRAMING
fl QPR Pl.AN NoU'S ·
I) FOR BIJILOINCS ~TER lHAH 400 SO. FT. THE ECRl:SS DOORS
ARE REOUIREO TO HA..,, A _.... OPENHC tElG!IT 0£ ao·
2) RISTAU 1'" FLOOR SHEATHNC Willi LONG Olll£HSIOII SPANNNC
JOISTS, STAGCOI JOOITS.
J) fASlEN ~• Fl.DOR SHEAT\tNG Willi 2" RING-SHAN~ MAII.S O 6° o.c .
AJHEB E&MINC NQTIS·
1) 2,8 TOP PLATE W/ (2) J"dl. 1200 MAII.S AT 16" O.C. TO 2"4
TOP PLATE.
BOO£ EMMINC NOTES·
1) INSTALL !11 ROOf' SHEAJHNC WITH LONG OIMOISKlN SPANNINC
TRUSSES .
2) FASTEN !11 ROOF SHEATHING WITH 2• RINC-S>W<K NMlS O 6° o.c.
( 1) 2.S ATT£0 TOP PLATE <MR
( 1) 2•4 TOP PLATE SlOE WAU.S
HO.PER TRUSS 12• fROW ENO WALLS (NP)
THESE FUNS WERE 0£SIGNED IN ACCORDANC1
WITH THE 2017 F'IIC, S1H EDITION f'OR A
THrta: ICOONO OUST OF 100 MIPt1
SIDE LOFTED BARN--FL --V=150MPH--FBC 2017
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RAil.ROAD CONSUL TANT$, PLLC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE : (615) 663-1142
GRACELAND PORTABLE l'IIO.ECT NO: 14017
BUILDINGS,LLC ~ 12-29-17
6807 'rfNY 62 WEST -.., JGC
BAROWat., KY 42.023 1-Ql[Q(Il)~-=-"'"rr,-. -08G---i
SHEET NUMBER
S-3-Sl8
PHONE: (866) 574-7446 llt'IISIOlt 02
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1Mll6 CECONO 4UCT OP tlO >IPM
1!1" 058 DECl<ING
W/ METAL ROOf (ABERGIASS/ASl'HALT
SHIHCl£S ARE OP110NAL)
2•• TRUSS O 2♦ • O.C.
w/ ll8..P£R TRUSS e
12• FROM ENO WAUS
,~,-ose
2•6 LOFT JOISTS
0 2•· o.c.
16" TRTO Pl. YWOOO
0£00NG
216 TRlO FlOOR
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(0 10· WIil()
BUILDING SECTIONS
11·-2• OR ll'-0"
12' &: 14' WIQE
2>• lRUSS • 24" O.C.
W/ HElPER 1llUSS 0
12· F1IOU o,o •AUS
11.-OS8
b6 lllfT JOISTS
0 2•" o.c.
16" TRTO PI.YWOOO
0£CKIIG
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JOIST O 16" 0 .C.
SIDE LOFTED BARN--FL --V=150MPH--FBC 2017
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RAILROAD CONSll. TANTS, PI..LC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615) 663-11 42
GAACElAM>PORTABLE -..u:r NO: 14017
BUILOtNGS,U.C ooro 12-29-17
6807 'rr#Y 62WEST -wr, JOG
BARDWELL, KY 42023 OGICE> wr, DBG
PHONE: (866) 574-7446 -. 02
SHEET NUlol8ER
S-4-SU
SCAlE: l/4"•f
oPTIONAI. WI-
END WALL ELEVATION
1HESE PIA/IS WERE O[S1QNED IN ACC0RIWICE
11TH ll£ 2D17 ~ 1TH EDl1ION F0R A
T1<REE SCCONO CUST 0# 150 "°"
METAL ROOflNC OR OPTIONAL
25 YEAA FlBERCIASS
SltNCUS OVER (1) IA~
Of 15 lB FELT PAP(R
0'JER J!,• OS8 SHEATl<C
(S[[ NOIB fOR MOR£ INFO)
1"'•4"' PT TRIM (n'P)
1'" T-111 PT SONG
RllGE VENT 111TH SCREEN
24"W , J6'W ..OOW (TYP)
$IP£ WALL ELEVATION
BQQONC ANP lJNPEBJAYUfNI NOIE'S·
I) PRO',IOE A R10CE VENT T'rPtCAI. WITH INSCCT SCREEN.
2) MOAI. ROOF1NC SH.<U. BE 29 CAlJCE IIOAI. IN ACCORll,INC( WITH ASlll A 924 OR ASlll A
92411 OYER osa SHEATHING .
J) PR0'10E 29 GAUGE RtOCE C>P. EA'I( TRM ANO RAK! TRIM..
4) INSTALL ANO FASTEN MOAI. ROOl1NC PER MANUFACl\JRDfS tNSTRVCllONS FOR WIND lOA0111C.
S) OPTIONAL SHINGLES SH.<U. 8( IN .-CCOROANCE WITH ASTM O 7158 TIP( H OR ASlll O Jl61F
TYPICAL
6) INSTALL I !AYER Of 15 lB ROOFlNC FELT, START WITH A 19" WICE STRIP PARALLll. WITH
ANO STARTING AT EA'l(S FAS1tNm SECUREI.Y TO HOlO IN PlAC£. START AT EA'I( WITH A JII"
WIOE SHEET Willi O\'ERLAPPINC SUCCESSIYE SHEETS B'l' 19". FAS191 UNOC..RlAYMENT WITH
COAAOSION-RESISIANT FASTOiERS PER MAUFACTURER'S INSTRUCTIONS ANO SPACID A MAXIM\M or .Ja'" H-Nn.
SIDE LOFTED BARN --FL --V=150MPH--FBC 2017
a
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RAILROAD CONSULTANTS, Pl.LC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (6 15) 663-1142
GRACElANOPORTAaE -..e:r "°' 14017
BUILDINGS, U.C i».re 12-29-17
6807HWY62WEST _,,,. 8'\ JGC
BAADWELL. KY 42023 amcm "" oec
SHEET NIJll!lfR
S-5-SLB
PHONE: (666) 574-7446 _, 02
8d ~ !I" 00WN FllOW
TOP (OGE £Vf:RY 4. STRIP
8d NAIi.$ 5• o.c.
ON \'OlllCAL EDCES
8d NAll.5 AT 12" O.C. e £A0t
_,TERIOII sn,o (16" APAAT)
(2) 8d NNIS !I" FllOW
90TT0M (\/£RY •• STRf'
W/ (1) 8d N/ol. IN BOTTOM
Pl.ATE O ♦ • 0 .C. E\'ERY • •
STRIP
WALL SHEATHING (NAIL PATTERN}
1£SE l'lNIS WERE OESIGNED Ill ~
11TH THE 2017 FBC, SIM EDITION FOR A
rt.a: KCONO ou:sr 0, 1 DO W"1
6" FRON £AOt EDCE NCI SP.an
NO MOR[ llW< 3"-0" AP>Rr "l.OHC THE
ROOF TRUSS .
FASlelERSARE 1112'S, 1" LONG
FLOOR SHEATHING (NAIL PATTERN)
SIDE LOFTED BARN--FL --V=150MPH--FBC 2017
N-.~Mcl9c.-....,r
RN~tAKMIW'
l-..c:uND-lW,CtlMf)II
t! RAILROAD CONSULTANTS, Pl.LC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615) 663-1142
GRACEI.ANOPORTABI.E -.£T "°' 14017
BUILDINGS,llC a.re 12-2&-17
6007HWY62WEST -81\ JGC
BARDWB.1.. KV 42023 CKQ(IJ) 111, oec
SHEET NUMBER
S-.6-SLB
PHONE: (866) 574-7446 -02
2•4 STUD
(E:NO'N.Al.l)
(2) 2•4 STUDS
(SIOtw.Al.l)
(2) 3",0.1200 NAllS
0 12" o.c.
3•,.0.120• NA,lS
0 12" o.c.
IIOII.
AU WEMS(RS
ARE 2x4
(4) 3",0.1200 NAILS
TOE-HAIUD TO TOP
Pl.Art O £A TRUSS
(3) J ",O.1200 -.S TOP
Pl.ATE TO EACH ST\JO
(6 TOTAL)
(6) 3·..0.1200 "-"-5
2 t,01 ROW
:2,4 S"TI.OS
NOTE: INSTALJ. H2.5A POI IWiUFM:TIIRCS
R£COMMENOAT10NS
1-CORNER DETAI L 2-TRUSS $PUCE DETAIL 3-JYP WINDOW fRAMING 4-CORNER & WALL DETAIL
2,4 ROOF TRUSS O 24. 0 .C.
1•,4• TRIM (SEE El.£VAT10NS)
(S) 3 ".0.1200 IWlS 2,6
TO TRUSS TYPICAi.. £/Ga ENO
(1) 3",0.120• NAIL O 8" O.C.
2•6 TOE -NNL..'ll TO
TOP Pl.ATE
!f," T-111 OR OURATEMP SHEATl<NG
l{, ROOF SHEATl<JNC
2,4 (NOT SHOWN
FOR ~TY) 0 16" O.C.
W/ (5) l".0.120•
NAllS TO TRU~ ANO
TOP Pl.ATE (2x4 IS JUT
ANO VERTICAi. AGAlNST
ENO WALJ.)
1IEiE Pl.ANS IIER£ DfSIGNfD IN MX:ORIWICE
11111 THE 2017 F8C. 51H ElllllOH FOR A
™AG SCC-OHO OUST Of" 100 MPH
5-END WALL DETAIL
' TOP Pl.ATE
CRIPPLE 2,4 STUD -ti.Ill TO
STUD W/ J",0.1 200
NAllS AT e• O.C. NOTE:
(2):2,4 •/ j" SPACER
2,4 ~ HODER F'OR OPEN...c'S (2) 3".0.1200 NAllS U:SS l1IAN 48" w,oc
TOE-NM.ED HEADER TO
Del STUD
(2) l,4 TOP Pl.ATE
W/ JI" SPACER 's. ~ HEADER f"OR OPOINGS
(1) 2,, HEAD£R ~ 8EIWffN .a· a n·
2,4 TOP Pl.ATE ~
(2) 2,6
W/ )I. SPACER HEADER FOR 0PENINCS
72. OR WIOOI
f"OR 12' HIGH OR GAEATffl SllEWALlS.
A 48" MAX OPE:NING IS All.OWED.
6-JYP DOOR FRAM ING
SIDE LOFTED BARN--FL --V=150MPH--FBC 2017
I
,.,..~~(.Mril\,f'I'.
n,r~u.nMtl'11
a-,ax,uozcMi. 1111 ,r,uon,
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RAILROAD CONSULTANTS, PllC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615) 663-1142
GRACB.ANO PORTABLE POO.l[Cf 110a 14017
BUII..OINGS, LLC a.re 12-29-17
6807HWY62WEST -"" Jct
SHEET NUIIBER
BARDWSJ.. KV 42023 Q£Q(D) "" 08G
PHONE: (866) 574-7446 _, 02
i.. PT OECl<INC
(4) 3•,o.12oe NAILS TOE-NAII.EO
2,6 JOIST TO 4"6 SKID
INNER c!c OUTER SKID DETAIL 9 EVERY JOIST
TO'i:-NAIL -SEE APPROPRIATE
SECTION FOR NAIL SIZE
4-JOE-NAIL DETAIL
1l£SE PlAHS WERE OESIGNED IN ACCOll[WjC[
11111 THE 2017 F8C, mt EDlllOH FOR 4
1MIIEE ~O <;UST OF 150 -
2"4 STUD
J",0.120. NAIL
o e· o.c.
2,6 PT PULL BLOCK W/
( 12) J •,o. I 2040 NAILS INTO
EACH SKLD
SIMPSON A2J CUP SCREWED
OR RING SHANK NAILS
(NOT SHOWN FOR CI.ARITY)
2•4 STUO
J • ,O. 1200 NAIL
o e• O.C.
2x6 RIM JOIST
SIMPSON A23 CUP SCROii
(NOT SHOWN FOR CI.ARITY;
2"4 PT PULL BLOCK W/
(2) 3 ·,o. \20t O 6" N-'11
INTO 2,6 PT PUll BLOC
(LOO.TEO 8ETW£IN WIDO
SKIDS OOLY)
2 ENTRY DOOR
2,4 PT PULL BLOCK W/
(2) J".0.120. 0 6" NAILS
INTO 2,6 PT PULL BLOCK
(LOCATED BITWEEN MIDDLE
SKIDS ONLB ENDWALL .UST DETAIL 3 REAR ENDWALL JOIST DETAIL
PT z.4,411• LAP SPUCE FASTENED
Willi (2) -J" RING-SHANK NAILS J" O.C.
OCH SIDE OF SKID (24 PER 2x4)
4X6 SKID Willi 1)1. WIDE • I. DEEP NOi CHES
AT 16" 0.C. ENTIRE l.ENGlH OF SKID TO
IICCOM!IODATE FLOOR JOISTS (TYP)
5-SKID DETAIL
CRACEUNO PATENTED
CONTINUOUS VENTED SornT
6-SOFffT VENTS
SIDE LOFTED BARN--FL --V=150MPH--FBC 201:
l'tlN~"'-C. ...... ,.
ll'I IG3'1\ U. ,r1.Q011
UUCCCIUDlOI, llf Pf t llOfD
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RAILROAD CONSULTANTS , Pl.LC
213 UPTOWN SQUARE
MURFREESBORO, TN 37129
PHONE: (615)663-1142
GRACELAND PORTABLE Pllo..l[c;T NO: 14017
BUILDINGS, U.C °"TE: 12-29-17
6807HWY62WEST llAAWH ~ JGG
BARDWELL, KY 42023 Cl1ECICE> ~ 08G
SHEET NUMBER
S-8-S\
PHONE: (866) 574-7446 AMICII: 02
ACC20-0081
ir:ERW6'
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GIBRALTARTITLE SERVICES
·-·.,, t
"' · .. :~ ,.
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j" ·'·
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I
PROPERTY ADDRESS: 1535 SELVA MARINA ORNE, THE CITY OF ATLANTIC BEACH , FLORIDA 32233
FIELD WORK DATE: S/11/2018
18050104
BOUNDARY SURVEY
DUVAL COUNTY
REVISION DATE(S): IREY.0 5114/2018)
SURVl:YOR'S NOTES,
FfNCf OWNCR5111 P NO T OfTfRMINCO.
SCTBACJ( INFORMATION 5l1OWN O N rLAT, NOT VfRmm.
LOT APPfARS TO 6f 5fRVICW DY CITY WATCR AND SEWER.
i
I hereby hereon ~
described irection ,
and to the Is a true
and accur eels the
standards Board of
Professlo r 5J-H of
the Florid
40 30 w 10 o 20 40
GRAPHIC SCALE
I inch = 40 feet
Wesley B. Haas
S1ale of Florida Professional SuiV8'jO! and Mawer
L\cense No. 3708
Use of This Survey for Purposes other than Intended, Without Written Verification. will be at the Users Sole Risk and Without Liability to the Surveyor.
. Nothing hereon shall be Construed to Give A~ Rights or Benefits to Anyone Other than those Certified.
FLOOD INFORMATION: ' BY PERFORM IN G A SEARCH WITH THE LOCAL GOVERNING
MUNICIPALITY OR WWW.FEMA.GOV, THE PROPERTY APPEARS TO BE
LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE CITY OF
ATLANTIC BEACH, COMMUNITY NUMBER 120075, DATED 06/03/13.
I CLIENT NUMBER: 1840534 1· 1 DATE: 05/14/18
l._-------,,-----;;-----,--~ . .... ........ , .. .... ... ,_ I BUYER:
\ SELLER: 153~ SELVA MARINA DRIVE LLC
\
POINTS OF IN TEREST I
NONE VISIBLE
~~~::::::::============~
904.241.2417
904.699.4503
lelmore.floridanetworkrealty.com
lee.elmore@flo ridanetworkrealty.com
' . .
1u,wu,ie .:;
ORDERED BY:
-.--------'· _.,.,
GTS
~C-,\.11 l"-'°"''•r.Y
\ }
\ -•-~(,) \
GIBRALTARllTLE SERVICES
FIELD WORK DATE: s11112018 ' . REVISION DATE(S): (REY.O 5/1 4/201 8)
18050104
BOUNDARY SURVEY
DUVAL COUNTY
-,). -
40
!
-, -
SURVEYOR"S NOTES :
FENCE OWNERSHIP NOT DETERMINED .
SETBACK IN FORMATION SHOWN ON PLAT , NOT VERI FIED .
LOT APPEA RS TO BE SERVICED BY CITY WATER AND SEWER .
30 20 IO' 0 20 40
: l : l , l
GRAPHIC SCALE
I inch = 40 feet
.,,,._ .. ..__
I hereby ce e hereon
descri bed direction ,
and to the Is a true
and accur meets the
standards Board of
Profession r 5J -17 of
the Florida
Wesley B. Haas
Slate of F\o rtda Professional SuNByor and Mapper
. License No.,3708
Use of This Survey for Purpo ses other than Intended, Without Written Verification, will be at the User's ~~l:t~~~ :;:,:~~i~:~~bl\lty to the Su rveyor.
Nothing he~eo n shall be ':_onstrued to Gl':_ANY R'.g
FLOOD INFORMATION:
L