367 SEMINOLE ROOF 2017 CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL -ALTERATION RESIDENTIAL
MUST CALL BY 4PM FOR NEWT DAY INSPECTION: 247-5814
PERMIT INFORMATION:
PERMIT NO: 17-RAAR-3736
Description: ROOF REPAIR
Estimated Value: 46700
Issue Date: 5/31/2017
Expiration Date: 11/27/2017
PROPERTY ADDRESS:
Address: 367 SEMINOLE RD
RE Number. 170434 0000
PROPERTY OWNER:
Name:
Address:
GENERAL CONTRACTOR IN FORMATION:
Name:
Address:
Phone:
Name:
Address:
Phone:
PERMIT INFORMATION:
Please see attached conditions of approval.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOU 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.
*A notice of Commencement is only required for work exceeding an estimated value of
$2,500. For HVAC work, a Notice of Commencement is only required when HVAC work
exceeds and estimated value of$7,500.
it
v1�.tivri City of Atlantic Beach APPLICATION NUMBER
s Building Department (To be assigned by the Building Department.)
^'f 800 Seminole Road n Fn p
- Atlantic Beach, Florida 322335445 \I— "A nV'_
Phone(904)247-5826 Fax(904)247-5845 fit-(,I I t t I `�
F'jrriy? E-mail: building-dept@wab.us Date routed: l
City web-site: http://www.mab.us
APPLICATION REVIEW
,n PAND TRACKING FORM
Property Address: 3l0 S uv vI�OV-
`k . De rtment review required Yes o
(� /� n 1` 1 wilding
Applicant: N..Ll� VQ.Jr� Y--Q�\U( (,(.v\�V� Panning &Zoning
11 Tree Administrator
Project: C a^( AA aS&tS tA(t t� SQ..Lk'JAS Public Works
0.Y�( A(Pt 6ILaMUQ( Public Utilities
U` Public Safety -
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verged B
Florida 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
Reviewing Department First Review: MApproved. ❑Denied.
(Circle one.) Comments:
BUILDIN
PLANNING &ZONING Reviewed by: pi Date: • ( P/7
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/08
BuildingPermlt Application ���� COSY
0 City
of Atlantic Beach
8005e min ole Road,Atlantic Beach, FL 32233
rr f Phone: (904)247-5826 Fax: (904) 247-5845
Jo6Address:3L / 1cSCMIRA LC1 C Permit Number:
Legal Description /0-A..1 I6-Z-aZ9E JIGO-E t JRf--tNIR /.CI An RE# 17043¢ -Doer
Valuation of Work(Replacement Cost)$-?to HeUed/Coded SF Non-Heated/Coded
• Class of Work(Circle one): New Addition Aberaton Re a' Move Demo Pool Window/Door
• Use of existing/proposed structure(s)(Circle ane): Commercial esi ential
• If an existing structure,is afire sprinkler system installed?(Circleone): Yes No N/A
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe In detail the type ofworkto be performed: 7RCE rKw0
{�EPLhcE 7 x£567 REF�rIR (�Au- %6J 50067rU A0EcHgntcq[./ IA3 L a
E c Ic
Florida Product Approval# F(.*4 /01,2y.! for multiple products use product approvalform
Property Owner Informer an 1�
Name: Address: 1014 IGEN ln1C TOrJ tiJ
ChM State�?�Zip n3g'{�Phone_� J-Et
E-Mail
Owner or Agent(If Agent,Power of Attorney or Agency Letter Required)
Contractor Information A�/ill zyI
Name of Company: Our
ingAgent: p/IC14046 -
Address 1 City State.,- —Zips
Office Phone D - - Job She/Contact Number Off- ?/ -W�
Slate Certification Registration#C 6 /6156175,aE-Mail C. Ser II )Va6 fOV SO - Co ays
Architect Name&Phone#
Engineer's Name&Phone# t)6 UL�S - 3
Workers Compensation F'Ccsl �
—� Esanpt /Lease Employees/Explradon Date
Application is hereby made to obtain a permit to do the wor and installations as indicated.I certify that no work or installation has
commenced prior to the issuance of a permit and that all workwill be performed to meet the standards of all the laws regulationg
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.
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 OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
IS' nature of Owner or Agent including Contractor) Igignature of Contractor)
Signed and sworn to(or affirmed)before me this n5Lhday of Signed and swum to(or affirmed)before me this e_- day of
ApoI 201'1 .by -r .LL.e r. Dl^(en 2011 by M'ckat( Myar,4e11
(S (Sigi tore of Notaryl
" JUDY G DANT � `.. JUDY G DANT
s MY COMMISSION AFFI63]00 ' MY COMMISSION#FF163100
1IP nallY xnown I"t�rsonaly Known OR ''?? •e:;' EXPIRES SePtamber2B.2018
2 !/ EXPIRES September 28.2018 produced identification "F
1 roduced ldentdlc od rysa,•nce coin f 1 Iaoll aaeotsa FloridaNOlarysmlce.com
Type of Identification: Type of Identification:
♦ �l rL��%'Jrl
CITY OF ATLANTIC BEACH
'✓ 800 SEMINOLE ROAD
Yj �l ATLANTIC BEACH,FL 32233
(904)247-5800
ell S)
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 4.12.2017
Permit#: 17-RAAR-3738A licant: Paul Davis Restoration
Site Address: 367 Seminole Rd.,AB Site Address: 12111N.Libe St.,JAX
Review: 1 Phone: 904-739-6047,813-0044
RE#: 170434-0000 Email: csullivan dr'ax.com
Homeowner: I Jonathan Allen,603.694.8140
CORRECTION COMMENTS: From the 2014 51" Edition of the FBC-Existing Building,
Resid m ,choose a method o co erahon level. Norma y is
information is provided er page under DES CATIONS, under DESIGN
CODES.I ept a letter this time with this information on it from t e r ofrecord.2
pease. jjitr� S '/! !7
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road
Atlantic Beach, Fl, 32233-5445
Ole (904) 247-5844
Fax(904) 247-5845
� ma, 1zd VC,Pv"?e Orltj
1
Arlington, Daniel
From: Arlington, Daniel
Sent: Thursday,April 20, 2017 2:31 PM
To: 'doug@lucas-scott.com'
Cc: Jones, Mike
Subject: 367 Seminole Road
Doug,
Mike forwarded your question to me for a response.
This is a repair,work initiated due to damage or deterioration.
Please note that Compliance Method on the plans or addendum to the plans;in this case"Repair".
Also,the plans submitted do not show any damage or work proposed to the slab at point of impact. Due to the
substantial impact transmitted to the slab,at that point, please provide a statement verifying either no damage and no
work required,or extent of damage and proposed work.
Please contact me with any questions.
Sincerely,
Dan Arlington,CBO
(904)247-5813
From:Doug Lucas<douxCrulucas-scott.com>
Sent:Thursday,April 20,2017 11:52 AM
To:Jones, Mike
Subject:Plan Review Comments, Permit No. 17-RAAR-3738
Hi Mr.Jones,
I have a question concerning Repair vs Alteration Level 1. For this job,there is roof damage and some exterior wall
damage to an existing home.
We are repairing the damaged roof trusses with new trusses, and replacing damaged studs with new studs.
Does this qualify as a Repair of Alteration Level 17
Thanks
Doug
Douglas V Lucas, PE
Structural Engineer
Lucas&Scott Engineering, Inc
12627 San lose Boulevard,Suite 603
Jacksonville, Florida 32223
904.260.2690
www.lucas-scott.com
1
CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
r )
Telephone(904)247-5800
FAX(904)247-5845
REVISION REQUEST SHEET OR
CORRECTIONS TO REVIEW COMMENT
Date: L- Received by: Resubmitted:
Permit Number: /7- AAL"3738 -'�
Original Plans Examiner: Project Name:✓ A A.+{ " 0Aller)
Project Address: 367 i Rd
Contractor: Contact Name: Fd(N GsN It>:
Contact Phone :J6LI43—On44 Co '(er�e- S (.
Revision/Plan Check/Permit Fee(s)Due: 459
Description of Proposed Revision to Existing Permit:
F,MA Pt( ro/l I d- R»f Tr)h fq Pgra M n i� QcnF �-;i c- 5/4
/1QInPPI'Inb G e['
APA 2 5 2017
Additional Increase in Building Value: $ Additional S.F.
Site Plan Revised: ,e--� Public W/U Approval: '
By signing below.I(print name) `' e"� �� Cy �� affirm that the above revision
is inclusive of the proposed changes.
Signature of Contractor/Agent(Contactor must sign if incresse in valuation) Date
O Once Use Only
Date: %42SI/7 Appro,ed X Rejected: Notifredby:
Plan Review C rrunents: r I b ol�
Gon c coq roc •rte �+ 6y �-c -1�0 i o c .e,
,.Q
De artment review reqwired Yes o
uildin
Planning &Zoning Plans Examiner
Tree Administrator
Public Works
Public Utilities
Public Safety Date ammuuna ft,n
Fire Services
LUCAS&SCOTTENGI NEERI NGINe
12627 San Jose Boulevard,Su4e 603•Jacksonville,Florida 32223
Douglas V.Lucas,P.E.
Licensed in FL
Office(904)260-2690
Fax(904)260.2671
eou9@LucaeScoa.wm
April 20, 2017
City of Atlantic Beach
Building Department
800 Seminole Road
Atlantic Beach, Florida 32233
Re: 367 Seminole Road,Atlantic Beach,Florida,Engineering Job No. 161115,Plan
Review Comments, Permit No. 17-RAAR-3738
To Whom It May Concern:
For this job,there is roof damage and some exterior wall damage to an existing home from a
tree. We are repairing the damaged roof trusses with new trusses, and replacing damaged studs
with new studs.
This job complies with FBC-Existing 2014 and is classified as a Repair.
The engineering changes to the subject project are structurally satisfactory. If you require any
additional information,please do not hesitate to contact me.
Sincerely,
Douglas V. Lucas,P.E.
Structural Engineer
OFFICE COPY APA 2 s 2017
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL E
REQUIREMENTS AND CONDITIONS J �' •SP GC9�%
0 9489 •N
REVIEWEDBY:�DATE: y' �, 7 •:*
ir
9 .TA E OF
�s�ONA
L,E `,,`
Doc # 2017081009, OR BK 17939 Page 234, Number Pages: 1, .Recorded 04/07/2017
at 01:43 PM, Roanie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00
T7 a , LoA(S
NOTICE OF COMMENCEMfENT F16E COPY
SPARE IN DIJPU�Taj
TtNd..Rr7-R3t598.FbD TaxFolbNo. I7o434^EDS
Blete of a Countyof DuvN
Td�whom It maY concern:
The undersigned hateby hOw'dsyou that hrryrovametit9 MII ba mega b oertaln real property,and in
aofWnho ce Mm Eaotlon lid arae Florida 3tamhe,the mHunvin9 lnmrmaUon b statW In this NOTICE OF
COMMENCEMENT. G
Le jai tlsaa'rytion of POW"tend Improved:_
ArgrneMgapedYbelnp lmProveC. o
a
Oenerat desafNon alanPmvemmb:, - M
ovine. v ..
'Address F o -nrnc GM' -
q�ner'9 mbrestm gib o/meimprovament E�ID@h.L"E
Fe¢Smgle,9TWee,oIder(IfodyPth namwr)
Name ,Vl l-
Addmar
Cijureobr PaW OeW Rwmmtlen stat.R
Address 2111 N.LlbstyS4JarluvnN9e FL22
308
Ph .No.eaaaaeon Ess No.904-729-lem
BIA4N(Nany)'NA
Addindu4 cunt of band$
I�Phone Np_ Fez No.
N ane
NA,
eddrew efeM perwn meam9aloenforthe mnatmctlpn vime,Imptovem9me.
N
Atldra9e
Phone No. FaxNo,
N ate of PeronMmm he Slam Of Fbdd;other than hinges.designated by owner upon whom nWoss aramx
do menti rllaY beaeryad:
Atltlrc95
IPh.No. Fex No.
Inr+i ki bhimsNf,d wdesignate me bilowing Parton m modus a COPY of the Limofs Notice as ProNded In
Zon 71].06(2)(6).Florid Smtubs.(Fig in W O rz upturn).
a NA
q Add..
II Phone No. Fex No.
ExpaaBon data of Notice Of 00morlallOamem(ma axpiradon data b one(1)year from the dam of reCOldi m unleaa a
dT rant data is Spooffi ):
w SPACE FOR RECORDER'S USEONLY OLYNER
a
ea4am. a Jya
m lswm a m°oy.op.em
N iwnnem#pm Wista menaY
e1°e�0me 1,. JUDYG DANT
MYCOMMISSION#1'Im 00
�(��y -�OYa��-°`� FXPIflE66ePmmber26,2018
'i uu w ma ole ice.wm
Pemamryiepm er
/ IQ, RWwtlIGmn Yp.'1 M1rtf
Doo d 2009289279, OR BE 15085 Page 586, Nraaber Pages: 1, Recorded 12/03/2009
at 09:23 AM, SIM PHLLER CUM CIRODIT CODRT DWAL CO[DITY RECORDING $10.00 DEED
DOC ST $1715.00
C9 7
Pnpeed by
Fred L.An=,It —s ' "j a
aumbmns,Mem,Partin.&amk.mn
2215S ThadSxa,Suite lin
SvkmnAlk aexh,FlmNa 32250
File Na.: 04101
6� 16
p Cenral Warranty Deed
Made this 17th day of November,2009,by Kurds M.Edebs ues,a As&peaces,hereinafter called
the Station,to Jonathan ABa and Shands Mica,husband and wif,Whose post office address is: 124
Kensington Road,Hampton Falls,NK 03 W,here infl r called the grantee:
(Whenever used herein the arm"grantor"and",rent«"mcluda all the parties to this instrument
and the bears,legal representatives and assigns ofindividuals, and the successors and assigns of
corporations)
Witnesseth, that the grantor,far and in considered.of the aura of,245,000.00,and other valuable
considerations,receipt whereof is hereby acknowledged,hereby grants,bes eros,sells,aliens,remises,relaxes,
convrya and confines unm the grantee,all that certain land situate as Dnvai County,Florida,via:
Lot 274,PLAT OF SECTION NO.TWO SALTAIR,saccrdi ng to plat thereof recorded in
Plat Back 10,Page 15,of the current public rands of Dorval County,Florida.
Parcel lD Number:170434-0000
Together with all the comment,hemdltome its and appurnmences thereto belonging or in any Wise
appecconing.
Subject To taxa subsequent to December 31,2009,covmmb,restrictions and easements of record
and by dors reference sball not operate M reimpose the arms.
To Have and to Hold, the same in in simple[sower.
And the gtantur hereby covenants with said grantee that the,rentor is lawfully seized of said land in
fee simple;that the gmntn las good right and lawful authority to sell and convey said land;that the gramor
hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons
whomsoever;and that said land is free of all encumbrances acept nixes¢naming subsequent to December 31,
2008.
In Witness Whereof, de said gmrstur has signed and sealed these preamts the day and year fast
above winder.
Signed,sealed aa�nddd�ddoli/.�vm,mott l)in our presence: '�q �y
( rAr�2rrWa.G4� fli.4a LiJJLn (Seal)
Ku M.ani .�M��--_�
Wimm PrintWNerc Milan: 165014upnt SMM30L219
Taelusaw k.FL 322"
/hole sill.
Sa&afFLon"
County of Duval
The finegemg instrument was acknowledged before me res 17th day of Novembn, 2009, by gads M.
Fatebaoea,who produced u drivels license as Ido,dOcadon.
N.,Publk
..�Yl+f ES ossa
,,. MYCONIAISBIONr W3NOT
EMGIAF6 N.axY�10
MR b'w
Pr(Verty Appraiser-Property Details p s. COPY Page 1 of 2
CMR
` ALLEN JONATHAN IIJJ Primary SRe Address Official Record Book/Page l N5 nm
124 KENSINGTON RD 367 SEMINOLE RD 15085-00586 pIG�CI 9416
HAMPTON FALLS,NH 03844 Atlantic Beach FL 32233
ALLEN SHARADA Cam
367 SEMINOLE RD /
property Detail Value Summary
0 - -- -2016 Certifred 2017 In progress
RE a 170434-0000 —
Tax DisMR USD3 Value Method CAMA LAMA
Property U. 0100 Snnle Family Total Building Value $138,085.00 $111,466.00
N of Buildings 1 Extra Feature Value $000 $0.00
For full legal description see Land Value(Marked) $110,000.00 $170,00000
Legal Dewe Land&Legal s,air,nm. tand Value(Anne) $0.00 $000
SWdNYbn 03114 SAUAIR SCC 02 lust Marked)Value $248,085.00 5281,466.00
Tubd Ara 4968 Assessed Value $211,90100 $233,091.00
The sok of Me propend may heart N higher prop"does.For mom information go Cap DMIPortability,Arm 536,184.00/50.00 $48,375.00/$0.00
to Gaye OLr Forms and our poster,Tax ESbmakr.9n"ress'property volues, Ex nnimpina $0.00 $ee he gw
exemptions and other suppmBng iMarmation on thus page are pan of Me waking tax _...__ '--
roll and are subject to Mange.Certified Values headed!in Me Value Summary are those Taranaki Value $111,901.00 See bebw
cemfied in Copper,but may ampule any offidal changes made after certification
I Pam hm Me Property Applassias crepe values prippeript.
Taxable Values and Exemptions—In Progress
If[here are rm exemptions applirabk to a pM
zlrq auorRy,the ramble Value is the same az the Assessed th
Value listed above in e Value
s
Summary box.
County/Municipal Taxable Value SIRWMD/FIND Taxable Value School Taxable Value
No applicable exemptions No applicable exemptions No applicable exemptions
is
Extra Features
No dad found for this section
Land&Legal+3
Land Legal
RfS ID}]Prop vLR 6aW Depth Category Unit Land Valu ON Legal Dee rig
LX rBdt Uze Duviptlon zoning Front Depth Load Land Value 1 10 1L 111 25
1 01110 N 2 mmman LOD LM I$170,000.001 j LSLC 2 OT 274
LTAIRE
Buildings 0 L
Building 1
Rush Ishe Md.. Element: Cade Detalt
367 SEMINOLE RD
Mantle Beach R 31133 Exterior wall 11 11 Build&Batt
Fxtedor Wall 19 19 Common Buck
Buildkq Trill, 0101-SFR 1 stogy, Rnof Strutt 3 3 Gable or Hip w
year BUN 1976 Roofing Coyer 3 3 ASDNComp Sung
BWWnp Value 5111,466.00 Iotedor Wall 5 5 D
IM Fboring 11 11 Cx day Tik
31318 G. Meatal Hr1Clu IM Fboring 14 14Carxt
Aru Aras Ata, -__. __— —_
Heating Fuel 4 4Electric
Base AnPUS 148 1425
Anne Heating Type 4 4 Forced Dulled
FinishedCpm _... _ — '
Fors 21 0 6 Air Cnnd 3 3Centel
Todl 1,146 1425 1431
Elelllerrt Elm
stades
Bedlaoms
Bends
Rooms/ants
2016 Notice 01 Pro osed Pro a Taxes Notice TRIM Notice
I_,...Distriat Assessed!visual Exerin Tmmbk Value Wt Yur Proposed Raged-betlr
http://apps.coj.net/pao__propertySearchBmic/Detail.aspx?RE=1704340000 3/7/2017
Pno perty Appraiser-Property Details Page 2 of 2
Gen Gm Beamer ($211,901.00 $000 5211,901.00 $1,570.23 $1,727.25 $1,620.77
Pubic Schools:By State law $211,901.00 $0.00_ $2%,085.00 $1,16G,16 $1,129.)8 $1,165.50
By Local Board $211,901.00 $0.00_ 5248,085.00 $535.64 $552,70 $538.101,
FLInland Navigation Dist $211,901.00 $0.00 5211,90100 $6,16 $6.R $6.34
Atlantic Beach $211,901.00 $0.00 $211,901.00 $641.20 $705.31 $672.82
Water Mori Dist.S]RWMD $211,901.00 $0.00 $211,90100 $58.23 $61,13 $61.13
Gen Gov Voted $211,901.00 $0.00 $211,901.00 $a m $0.00 $0.00
_....
school Roam votes $211.901.00 40.00 $24a,0es.BO g0.00 ;0.00 $0.00
Urban Service Dlt3
_ $211,901.00 $000 $211,90100 $0.00 $0.00 $0.00
Total, $3,971.62 $4,182.95 $,064,71
lue<Value -Assessed!Value Exemptions Taxable Value
Lear Year $238,224.00 $192,63800 $0.00 $192,638.00
Current Year $248,08500
i$211A01.00 ,0.00 $211.901.00
2016 TRIM Properly Record Card(PRC)
This PRC reflects property,details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM
Notices)In August.
Property Reoord Card(PRC)
The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed.
2016
2015
2014
r
•To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here:
More Information
Conta t Us I Parcel Tax RemM I GIs Map I Mao Ons smell on Google Maps I CW Fees Record
http://apps.coj.net/pao_propertySearchBasic/Detail.aspx?RE=1704340000 3/7/2017
ti
d
R1
91
1 op
, v
FILE 1 '
D, i .
/
_ { } { \} \ �
2 ` y \ 2
� \c
~ zzt t
� - r
\ (
, � \{
\ \
ZE / �
� )
N
a
m
DDm
mm ZrZ cm
ZZ rr <DDD � Om- mvr �00
— Dr
D � rvvrG� z � 'Ur zmn S29P
� D cA � OnOZ ZZ Zz "� 0m2 (iI W N c o
mf N
mc'pO = NDm � m = mc ODN m � 8 3m
� mm7X zx (n � , OZn> xcn � m
ommxmoZO O vm m �? Ag " o .
> m2cxmm - m m 5.. WOA = o m d
mz � mxc00 00 D "im Xm - O O wm
DG� 0C mmD = vA A m m Y+
D O D v o D m � v p v o L
m m q - m x Z < D a_
--io Z OX0D v O m w
mKm -< m � O Dor O r v Z rl
cn -4p � ccnm < uyz c m m _
UC � m nwm m # � m v
O vi 3! � W
.ZO1 Z
M to NW cn O
v � z o co
Ov
Qedder&Sart
YdmS.R�
Q • Tons eocvment nae Ce an car......M
signed using a equal Signature.Ptlnletl
cogie s wi0oul an.,.a-,
must l
• tw sroged using as original electronic
Alpine, an ITW Companyion.
2400 Lake 0—,.Drive spire 150 Critical- FL 32837 �Q• ••••••• •1
Florida Engineering Cenificale of Aulhosivatlon Number:0 2] • ��
Florida Cec iOcar
colleague of Product Approval 0 FL 1999 ��GENS ..O,�
Page= Document lD:IVYS235-Z0102084001
No.708s1 it
Truss Fabricator i'
291617-(EDWARD
8 Sans Building Supply i
Sob Identification: 291617-(EOVARO CON2ALE2 )367 SEf INOLE 0.D. OW AL pTCplrrlgVAy OF
Tossc 2 .-• �, � il4r
Model Code:
Florida Building Code 5th Edition (2014) Qet�,(' ( ..'`�•�'
Truss Criteria: TPI-2007(STD)
Engineering sown.-are: Alpine Softxare,Version 16.01. sans,
ONA
Structural Engineer of Record: The identity of the structural EOR did not exist as of lawar
Address: the seal date per section 61016-31.003(5a) of the FAC
minimum Design Loads: Roof - 37.0 PSF g 1.26 Duration
Flaor - N/A
find - 130 NPH ASCE 7-10 -Closed
Norex 03/022017
1. Deterns nation as to the suitability of these truss eonposeents for the Willie .Krick
structure is the responsibility of the building designer/engineer of -TnmsDesign Engineer-
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet mast wretch the data shown 2400 Lake Orange Dr,Suite tsw
on the individual truss component drawing. Orlando FL,32837
3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided
by Gleckler 8 Sons Building Supply for the above referenced job identification. Leads
applied by non-truss elements and basic load paralreters are to be reviewed and approved by the
EDR/building designer.
4. As shown on attached drawings; the drawing winter is preceded by: HCUSR9353
Details: 14015EC1-GBLLETIN-
i Ref
Dwurl tion Drawi i Dats
1 45171--Ai 1706101E 03/02/17
2 4517E--112 17061013 03/02/17
Douglas . Lucas. P . Da�W
Submittal for: Lucas&SooH Engineering, Inc.
_APPROVED
APPROVED AS NOTED
NOTAPPROVED
1
m9 m y
BR
AA 8{$$ II�I C ni 1yOi •J L—s5 fl$dOi ^ J
42
yyI��I 3 0
x 31111: m � a W i i� caio'm o = ro R P
99� =ai
all IN �' SN NRo_° NH
• iais. �iydR n
i4 rix ys?i is.gg.i 1. a r 9 m.. — o
p' aP= It
0 N v N^ O
p� Pta seees g€aa99s=� ie � = w =_ 'ar m � �
yi i�_ f ;'➢i a:
3P i�i Pli
i
is i a
�• Bt�� �a 'saiis? i�d %id4i i9 E[ y� ro J e o n
44 i N� O iri z
} T A
uN ro III II
it Pi;!,?' vg
y3 a:i•i a
zs � C 99
'° =77'0"$2 8 'z
R6m n 80
' a�
0a, 000 & p
00& i
N W $ g 3mvaa o n E'
Tn O ti mOW ti ti J A A "m _2 n0y Q
DA OOOO �
� T
m A O \ f O INn0 ] n1C CO 60
a0 W7n 90 f~)tl
mgNQrAn
n A
AAIpN.I C=f pO'p DmN N � m�v0 mm � 'R p
p2 EyT � m a�0 Nnm �"
T1. C � myN R m Om,��NN 9N �
p t0 II � fln E '
m \ u N a g
H s re N
p J J
. ,
( � /+ { ■ 7 � \ ( ! `
)} %
§ § lpcN, _§\H� R � ( ! § \
§ • a»% / °
E !
. ] ) 14 /
/ | l d ) ! qE
ƒ%/ /
]
\ ] 99 , 9/ \
� � & pPP ; §
■ § . ,
� « ■ § ! E . �_ � � \ �
a
Max Gable Vertical Length
Hs` :a 3
12" o c 16" o.c. 24" o.c, e
d :
TI F- TI r -m n
311 aIle Rf ; •�" . n° CNl
d� ixggf?.. jEW '-jm-43t'NCa2WigawryL�,n Wim $
3 PPy�ie-��RR6 ¢ V
4dER %?;39}' F
gqq
:qqq -gq- M°
A
� $P$6�g: YaaY�Z wRgxa' g4gyyRqmqqqqqq �yqwqy o s
el d3' y RR W ggrvu .. c-- .qv .,,, v` O
t 3r !. ,4m ; Seg£
Sg€ € .Tit d dR c . .qq qq . . q ..yg44 . 0-0
33 :3
F E�
l§ r� �� 4pf%.' ? -eve-vv -vq qq uy yy mm ymm �
fill
yj[ 3 d ° r '8�e 3 a 'D2.N+
Pgn 'eq 'q`! 444444 qq [ * UUN_Q
e
RRf €R reef giz ° , �rNNNro__ _ ____ --- -------- --
q
Q d4 ii��ggp,F,JrI I-PI -F- . 4ggq__��� ��.;; � ea a Re Ra 7N3
Uc� I geO_e q q`:qq R e Y Y7q q q q Z4.7 qb A3O
ksS9ea P ? 9 S
bbqQ^4Q 44pee
q4 q 4'u;-,1q S; -,. v mqq nm o + reF(DN
g t)iN (� � � Siis � i-'y::: i: :: �: mrv-g4� -4• i? gR '
4444444 • g44444e444
A h
�'%ti•.. 444 • 4444 RR 4q - ! °A
FE �
44• .4444. 444 ?4 � m " rx
zt —
x x - --- -- - - - -- --- - I
v o 444 . 4444 R4 �4R44 ae S
n re �y �? • • ^ p y 5 g P f1
es9 Q� h
d d n i d c' iu °�-- It
± Q � n R° g • rp ;�� �
�.9so�"`po Ss•a a
ad}n' n
pq
Fa a_ c i NO a _nnnnnnn _
s � a� z8voeeve �
4 �IY[�4d . - 'mBm'm_e e'e'oq "q i
F:,'As
e
;3e 4.: -aAs oNm
WH _ 2p
4 oc�°u�� q ?Ile Yo
T. fl
m
A X -
Vi
a n -
ce -
n
m _ o
tJ O A m4tl N _ �
v A T e O
z � -
m m
A
a
CITY OF ATLANTIC BEACH RESIDENTIAL COVE
STRUCTURAL ENGINEERING - ROOF REPAIR
DESIGN SPECIFICATIONS STRUCTURE HEIGHT & NO.
. DESIGN CODES: MAXIMUM HEIGHT OF STRUCTURE (FT)
2014 FLORIDA BUILDING CODE (MC) - RESIDENTIAL EXISTING. ASIDE
' 7-10. 2014 NDS. ACI. ATC, ANDA. APA• ICC 800-08 NUMBER OF STORIES
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE- AND TWO-FAMILY DWELLINGS)
DESIGN LOADS:
ROOF TRUSS:
LL 20 PSF TOP CHORD TYPE OF CONSTRUCTION
LL 0 PSF BOTTOM CHORD
OL 7 PSF TW CHORD • TWE V-B
OL 10 PSF BOTTOM CHORD
• UNPROTECTED
ROOF COIIYENTONAL FRAMING:
LL 20 PSF RAFTERS UNSPRINKLERED
LL 20 PSF COLING JOISTS
DL 10 PSF RAFTERS
W 10 PSF CEILING JOISTS
DL 30 PSF ATTICS WTH STORAGE
OL 10 PSF ATTICS W/O STORAGE
FLOORS
LL 40 PSF TOP CHORD
LL 0 PSF BOTTOM CHORD
DL 10 PSF TOP CHORD
DL 5 PSF BOTTOM CHORD
FLOOD ZONE: X
WIND ZONE INFORMATION COMPONENTS & CLADDING
NOTE: MIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE NTH,
AND MEETS THE REWIREMENTS OF SECTION 1608 OF THE W14
EORON OF THE FLORIDA BUILDING CODE MND ZONE INFORMATION FBC 2014
THIS BUILDING IS NOT LOCATED IN THE NDID BORNE DEBRIS REGION COMPONENTS
k CLAWING
P
SIZE INTERIOR ZONE END ZONES
• BUILDING, ENCLOSED STRUCTURE
D-20 91 17A 19.0 17.4 226
• ULTIMATE DESIGN HIND SPEED (MPH - WIt) 130 21-W W 16.3 17.9 15.0 20.6
NOMINAL DESIGN WIND SPEED (MPH - VOM) 101 51-10Af 15.5 17.0 las 19.0
>lao .1 1 e tsl u.e tat
� • BUILDING RISK CATEGORY II \\0
•
WHO EXPOSURE CATEGORY
• INTERNAL PRESSURE COEFFIOENT GCPI (+/-) DND ZONENSON IS END ZDNE m FT. 4.0 �\
4 O_18 END ZONE IS LOCATED AT BU6➢IHG \
SAA
Itl-0'
— \\ EA~
`-REPAIR (1) 1RU55 JACK STUD
CHORD PER DETAIL 1D 9LL -tA MSTA10
- A/S2 0 MASIEA JACK SND
�pOOM TD HEADE
I I I
REPAIR DAMAGED
PLATE PER EM
AREA EXTERIOF
—
REPLACE (7) DAMAGED REPLACE DAM'
TRUSSES W NEW MDS W/ NEI
PTRRu�SGIN ERED o/c k ATTACH
t k SP2 TOP O
b
Itl-0'
CE W/ 2x11 SYP#2 EA 9DE:
(2) ROWS 124 R02e (W.O.lM' MIN) O0' 0/c.
LAP DAMAGED AREA W BOTH SDES ROOF REPAIR PLAN
• STAGGER ROWS NTS
ROOF R�tl NOTE& , AN uuAC,
-• DAMAGE AREA 1. SCHEMA= ONLY. Py•.,....... � q 00,.
2. REPLACE (7) DAMAGED TRUSSES W/ NEW �� y
SSS i
PRE-ENGINEERED TRUES SEE TRUSS PU •
N.
• 3. NEW TRUSSES TO TOP PLATE W/ (1) H2OA, IF =O•• • Q
APPUCARLIE. W
1. OTTER E%ISTNO IAUSSES TO REMANI. * , t PA
A 1RU55 WORD REPAIR S. REPLACE DAMAGED ROOF SHEATHING W/ APA RAM i'0••, OA
52 N ki AMON W/ U RINGSIANK NAILS 0' o/c EDDIES k �I�9 • F Q��• 2 ��
6 REFUGE DAMAGED 15 Il FELT k SHINGLES AS ���ogF3S�ON�•�,
NEEDED.
7. NEW X'OVWM BOARD AS NEEDED FOR CFJUNG k
ATTAW W/ HYPE S SCREWS O 0' EDGES k 12' FIELD.
W
SHEET
1.0 GENERAL NOTES
A. IT IS THE INTENT OF THE ENGINEER OF RECORD THAT HIS WORK BE IN CONFORMANCE
YATH ALL REQUIREMENTS OF THE AUTHORITIES HAMNG JURIMCTON OVER THIS TYPE OF
)F STORIES CONSTRUCTON AND OCCUPANCY. ALL CONTRACTORS ARE RESPONSBLE FOR THE MEANS AND
METHODS OF CONSTRUCTING AND MALL DO THEIR WORK IN CONFORMANCE WITH ALL «
APPLICABLE CODES AND REGULATIONS.
INS B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE
PRIOR TO COMMENCING WORK.
1 C. CONTRACTOR SHALL SUPPLY, LOCATE, AND BUILD INTO THE WORK ALL INSERTS,
ANCHMS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES /
AS MAY BE REWIRED TO ATTACH AND ACCOMMODATE OTHER WORK.
D. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER
OF RECORD AND MAY NOT BE USED OR REPRODUCED WTHOUT EXPRESSED WRITTEN CONSENT
BY THE ENGINEER OF RECORD. 1 �
E. ALL DETAILS SHALL BE IN ACCORDANCE WN INSTRUCTIONS FROM MANUFACTURER OR 4 p
DESIGNER.
F. THE OWNER MALL PROVIDE CONTRACTOR WITH A SOIL INVESTIGATION REPORT AND
ANALYSIS. ALL REWIREMENTS FOR SIT: PREPARATION AND SOIL COMPACTION SPECIFIED IN
THE SOIL REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REWIREMENTS
ARE SPECIFIED. NOTIFY ENGINEER OF RECORD IF FWNDATON CONDITIONS ENCOUNTERED
DIFFER FROM SOIL EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR.
G. IT IS THE CONTUCTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND =R
SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING
ERECTION. °
H. CONTRACTORS MALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED �p
DURING CONSTRUCTION TO KEEP STRUCTURE SAFE AND PLUMB UNTIL THE ENTRE STRUCTURE 3e
IS IN PLACE. BRACING MOM ON STRUCTURAL PLANS IS FOR COMPLETED STRUCTURE ONLY.
I. DESIGN IS VOD AFTER ONE YEAR FROM ORIGINAL DATE.
J. DO NOT SCALE. USE DIMENSIONS FROM ARCHITECTURAL PUN.
K. SUBMITTALS FOR THIS PROJECT ARE REVIEWED ONLY FOR GENERAL CONFORMANCE WN
THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE INFORMATION OVEN IN THE
CONTRACT DOCUMENTS IT SHALL NOT INCLUDE REVIEW OF WANTTES, DIMENSIONS WEIGHTS
OR GAUGES, FABRICATION PROCESSES, CONSTRUCTION METHODS, COORDINATION OF THE WORK
WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WIN ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. REVIEW OF A SPEOFIC ITEM SHALL NOT INDICATE
ACCEPTANCE OF AN ASSEMBLY OF WIN THE ITEM IS A COMPONENT. THE ENGINEER SHALL
NOT BE RESPONSIBLE FOR ANY DEMATONS FROM THE CONTRACT DOCUMENTS NOT CLEARLY
NOTED BY THE CONTRACTOR. F
2.0 MATERIAL SPECIFICATIONS
CAST-IN-PUCE CONCRETE: SHALL HAVE A MINIMUM DEVON COMPRESSIVE STRENGTH (F-C) r
OF 2500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. ALL FOOTINGS MALL HAVE A MINIMUM
N
DRESSURES DESIGN COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ALL CONCRETE OPERATIONS, W rc
INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, TRANSPORTING, PUONG REINFORCING 2 m
DETAILING AND PLACING, CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE N S
REQUIREMENTS AND APPUCATION OF AO 301-05, ' SPECIFICATIONS FOR STRUCTURALOf
p
CONCRETE FOR BURDINGS. w
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C >O a
90-OB 'HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS' AND SHALL HAVE A MINIMUM U o,
NET AREA COMPRESSIVE STRENGTH OF 2000 PSI MEN USING TWE M OR S MORTAR (ASTM C
270-011). IN ACCORDANCE WRTH AO 530-08 'BUILDING CODE REQUIREMENTS AND
SPECIFICATION FOR MASONRY STRUCTURES'. THE 2000 PSI BLOCK IN COMBINATION WN TWE
M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (FM) O IWO PSI.
GROUT: SHALL BE IN ACCORDANCE WITH ASTM C 476-W AND SHALL HAVE A MAXIMUM a
COARSE AGGREGATE SZE OF 3/8' PLACED AT AN 8' TO 11' SLUMP AND HAVE A MINIMUM 2
SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS MEN TESTED IN ACCORDANCE Ott
WITH ASTM C 1019-09. a0 0
REINFORCING STEEL: SHALL BE IN ACCORDANCE WITH ASTM A515-DB MINIMUM GRADE M.
L\Illlq AND CONFORMING TO AO 301-05, AO 315 ('MANUAL OF CONCRETE PRACTICE'), ACI 318-08 i
/IMM ('BUILDING CODE REWIREMENTS FOR STRUCTURAL CONCRETE'), AND CRSI MANUAL OF �+o
YAN �GC�ei� ANCHORISTANDAINNGPADHESIVE:2SHAM BE ONE OF THE FOLLOIWNG PRODUCTS (DUAL CARTRIDGE 009. m
•••9l1'�� INSTALLATION ONLY): TNF
SMPSON STRONG-TE CO.. PRODUCT: SET-XP (CONCRETE, SCUD MASONRY) J Y
SIMPSON STRONG-TE CO., PRODUCT AT-XP (CONCRETE, SCUD MASONRY) n
METAL CONNECTORS ALL METAL CONNECTORS WHIN ARE EXPOSED TO MOISTURE SHALL BE a n a
IW= GALVANIZED (ASTM A 153-05), Z-MAX, OR STAINLESS STEEL.lu .
Trj1�k�Fc,4+' REVIEWED FOR CODE COMPLIANCE
,l/ oA�F ���� CITY OF ATLANTIC BEACH �E e
IONP`�'(:�,, SEE PERMITS FOR ADDITIONAL
n...... , REQUIREMENTS AND CONDITIONS I E_:
REVIEWED BY:�DATE:
a•-F
e
(( ((gg�� 3
1�E EPC11S9DEEC'/BREAN
k LAP 12' EACH SIDE gyp{
D OWNG PLATE NEW PLATE
IMSTAIS EA JACK tltl
STUD TO HEADER
TIP
Y
6a g
WAU-
�6e�yy4 a
QED 2x4FI�I
2x4 06- 6 6
W/SP1 SILL TOP PIAIE SPLICE
f2'o/c S2
tSP2A AA
3�
2x4 O 16' o/c 3y
SP1 O 32' o/c
C WALL FRAMING ATTACHMENT
52 ; N)� 0
F
a
z
0
w w
w IC
N U,
5
K o
STRU . URI AiREPAIR NDTFS
1. SCHEMATIC ONLY.
ad
2. REBUILD WALL IN AREA AS SNOW& 2v4 O 16'
0/a STUDS TO TGE PLATE W/ SP2 k STUDS TO SILL
PLATE W/ SP1. SEE DETAIL L/SR.
STRUCTURAL REPAIR PLAN 3. NEW SICNG TO MATCH lUD OR P. ATTACH AC 6E R 6'
o/c EDGES k 12' o/c i1EID 011 PER MANUFACTURER O
NTS RELWUE&DAna&s. o�
4. NEW DWBIE TDP PLATE IN AREA AS SHOW&. U Z
HEADER / w D iT F SND ATTACH NEW TO EXISWHG W/ (1) LSI6 STRAP k LAP z
BSS 12' MINIMUM. SFE DETAIL B/S2. n Z m
5. NEW)4-GYPSUM
BOARD AS NEEDED FOR WALLS k K w
,kms ATTACH W/TYPE S SCiEWS O e' EDGES k 16' FIELD. Z-9
('[1 M1YMR OF%IES W..EA W n g
2p 9a IT I[AMR A'". 6. NEW(R) 24 SYP/2 HEADER W/ (1) JPCK SND k
t
3 N0.OF NNM ND OF+AS S G 9DE LVENIND
EA WDE RFENND (1) KING SND IN AREA AS 5H0W&.
SNDS
Drt�
S�
FE" COP`
It,