700 SAILFISH DR 0 SCREEN ROOM fam'
flis\ CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
J ''=,; ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16—SCRN-1424
Job Type: SCREENED ENCLOSURE
Description: SCREEN ROOM — ATTACHED
Estimated Value: $7,000.00
Issue Date: 7/25/2016
Expiration Date: 1/21/2017
PROPERTY ADDRESS:
Address: 700 SAILFISH DR
RE Number: 171210-000
PROPERTY OWNER:
Name: DAWSON ET AL, STACY ANN
Address: 700 E SAILFISH DR
GENERAL CONTRACTOR INFORMATION:
Name: ALL PRO ENCLOSURES INC
Address: 582 ST JOHNS PKWY QA WESLEY P. MATTHEWS
Phone: - -
PERMIT INFORMATION: PUBLIC WORKS:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing
activities. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start
of construction.
All silt must remain on-site during construction.
Roll off container company must be on City approved list and container cannot be placed on City Right-
of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shapell's, Sunshine Recycling and
Waste Pro).
Full right-of-way restoration, including sod, is required.
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $42.50
UTIL REV RESIDENTIAL BLDG V191.102
LL R III ISA DES. I.0 O\I.1 I\ ..( < (►KU�\( I•. DTIII ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
,� 'r ✓moi,
- CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
BUILDING PERMIT FEE $85.00
Total Payments: $277.50
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
si\E City of Atlantic Beach APPLICATION NUMBER
u`•r .�� Building Department (To be assigned by the Building Department.)
i_-,1;•,_. ..y__ .. 800 Seminole Road
7,..._ �r Atlantic Beach, Florida 32233 54451 — — L�I-Z"T"Phone(904)247-5826 Fax(904)247-5845-!0;ti9%' E-mail: building-dept@coab.us Date routed: 2ANI 1 Air
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 700 S R(L,(=(SR R. Department review required Yes ,.No
uildin v
Applicant: i- \1.(.-- PRO EfOCLOS0;QE..b ning &Zoning
Tree Administrator
Project: SC-REEL) Roolv _ 431:iblic Works
(lI'ublic Utilities
Public Safe y
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
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: �App^roved. ❑Denied.
(Circle one.) Comments:
UILDING Q-
PLANNING &ZONING Reviewed by: 1 Date: G '46 "
TREE ADMIN. Second Review: ['Approved as revised. DDerVd.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
y
�1 CITY OF ATLANTIC BEACH
,k �s 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
OFFICE COPY (904) 247-5800
'JSSI�r
BUILDING DEPARTMENT REVIEW COMMENTS
Date:6.27.2016
Permit#: 16-SCRN-1424 Applicant: All Pro Enclosures
Site Address: 700 Sailfish Dr.,AB Site Address: 582 Johns Creed Pkwy, St.
Review: A Nrowed Augustine
RE# Phone: 962-3032 Fax:509-1911
• Email: Ai pro PPcIosvres&ye,A00,tarn
Prop. Owner: Robert E & Stacy Lyons
Correction Comments:
Application is disapproved for the following issues:
\-1. Re-submit the Engineered structural pages S-1 through S-5 to a more readable size.
r1
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233-5445
Ofc (904) 247-5844
Fax (904) 247-5845
Set\f - qy 6 .0.7 ! 0 S'; SO pr lvQn -4 ro
Cv 11, t CA 11 0\ ,-►•a r 1)15 rn
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH OFFICE COPY
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845 I (, - Sc RN - 4-Z4
Job Address: 7b 0 #4;l_1- dj O'/ Aflr /C gedeA 1 Permit Number: •
Legal Description Go l- ?Si Bloc-le ; Ro aJ PalH,s �a,,/ . /?93-5-6/35-1/Parcel# /7/0Z/0 - 000 C2
v° Floor Area of Sq.Ft. Sq.Ft
Valuation of Work$ 7 000 - Proposed Work heated/cooled non-heated/cooled 28 t)
Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial s de •
installed?an existing structure,is a fire sprinkler system (Circle one): es No N/A
Florida Product Approval # FL 7561
For multiple products use product approval form /26u>< 23 '
Describe in detail the type of work to be performed: C e,vt p os t`- e Qoor .Scree,1 60.-1 - C4 I
Property Owner Information:
Name:Qoberf E ` 3'tAc y Lyons Address: '700 `-ct 145A VA
City tit-/a.a-<< 6e64 State Kt Zip 32 2.33 Phone 5o9- !y/1
E-Mail or Fax#(Optional)
Contractor Information:
Company Name: J//Pro C/ .cre, Qualifying Agent: Wispy /1a�1n.e✓-5
Address:592 Jo4p5 Lreek P,y City 5.6,AI uyfs re State fr".1 Zip 32 0f7
Office Phone 44,2-303 Z Job Site/Contact Number Sit t F Fax# 2.7o-VYB3
State Certification/Registration# C64/2-5/3 70
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address 5i9r4i.
Bonding Company Name and Address
Mortgage Lender Name and Address
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 ofa permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six(6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical IVork, Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Heaters,
Tanks and Air Conditioners,etc.
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.
I herebycertify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type owork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state,or local law regulating construction or the performance of construction.
Signature of OwnerX- ��:
A.�/ Signature of Contractor 1- �Y
Print Name E jeepslio,t 5 Print Name kile.sky -
Sworn to and subscribed before me Sworn to and subscribed before me
this 7 Day of .�uie ,20/(0 this 13 Day of .)qvi.e of ,20,%
.�.. '' : ,, . °e RANDY SGMNITZ
Notary
Public ',°=
1 ,,, • Notary Public-State of Florida Notary ubli a=�_' ,.� *�1 Notary Public-State of Florida
:.! se)
;+ Th o;? My Comm.Expires Feb 25,2018
�'4rF My.Co F i b 25,2018_ P� eV
OF F,.c Commission#FF081521 t ",'' ;°' S 081521
MAP SHOWING SURVEYS OF
LOT 25, BLOCK 5, ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30, PAGES
60 AND 6OA, OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA.
III
OFFICE COPY
SAILFISH DRIVE
60' RIGHT OF WAY PAVED PUBLIC ROAD
9
'rybti'" I
0 10 20 ao
k p t, ! {�
SCALE: 1' = 20'
__`�� CONCRETE CURB AND Cu71ER ^Pc)SU • kO
�' EDGE R'PAYEMEN' 'l:O�a.b 4\ .
F J Oi I ntoN 40 X565 2'56'E 82.10' FLEW) • '---.'-'' ..-:-'',I,-
._.__.... � y�
S85'20'0 _ E :r
9 AlFR 0, POUND JF IRON 'L
NE TER
IPE 110 CAP ryrpq
0 +''.11 a Ch'0Q \-`''0R°
of �Wl� qR • '`O f 6
UNKAENCE 0) fj re; CV 10M •ANT M1'+ S Pip,s304.,
—
W 1; e.
`kQ�•F `�.0 RESTRiCT10N UNE___ ►'� _$_ .t"y___ ,.S`d,• %A 41./S�o9' `9Jo
11.2',,,kr-
a CONCRETE r.cJ� RC . 6 p F
r
-.0.8.3'°°'
- ��
Lor1 STORY MASONRY
24 a, ,. 4 RESIDENCE N V \ " °o\
" NUMBER 700 ��. o \
LLJ Dm,
FINISH FLOOR ' 15.20 L,1 .e \ 9.$.11
x
'a,
CO I 11.1 ,, 44.0• ' Lk1 4'CNUN 1UNX 1
a I.�' ,p C')C(S'T/it.G v FFxcE '.5(.\\..1 O 1 4P.T.
vrn h —' ' `1
O 32' .e` 23 Y' / .9�
B
�o , nRE 0 i ,4,,3,11/4 1
LINK FTN.
'.. J
NO CAPS "I.
_' N • tee,
\ � / C
\
,,IP�Sr `\ bb\\` tti(Otl 4) Sr _ ! 763 = l5 7.
LOT 7 6.9 s�\ �' •o I l
�e<> \\�� r \\ -r04-a..1 In4PPjvtoY 5,;-:„... /t7=�l�J la
,,,szt,,...„7,,
NOTES: \
1. THIS IS A BOUNDARY SURVEY.
2. BEARINGS BASED ON WESTERLY PROPERTY UNE BEING
N04'39'58'E AS PER PLAT.
3. BUILDING RESTRICTION LINES AS PER PLAT.
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE
"X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM
THE FLOOD INSURANCE RATE MAP NUMBER
12031CO408H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND DONN A IGHT, P.S.M.
THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UC. SURVEYOR and MAPPER No. LS 3295
LICENSED SURVEYOR AND MAPPER." FLORIDA LIC. SURVEYING do MAPPING BUSINESS No. LB 3672
CHECKED DRAWN BY:Y: PGP BOATWRIGHT LAND SURVEYORS, INC. DA MARCH 7. 2016
FILE: 2016-0254T 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET 1 OF 1
n
1-I Department of Health.Vitel Stltistics (STATE FILE NUMBER)
t STATE OF FLORIDA
O1
b MARRIAGE RECORD
a TYPE IN UPPER CASE
USE BLACK INK OFFICE COPY
Tnt.um..not YMIa unless mal of Clerk, Doc1 2000030508
01 Circuitor County Cort,APw
••.•th•rn. Book: 9539
M Paget 1746
If) Filed & Recorded
Ch 02/09/00 02:52:06 PH
Y HENRY Y COOK
O CLERK CIRCUIT COURT
0 `IDQIIZI-00358 DUVAL COUNTY
C4 (APPLICATION NUMBER)
APPLICATION TO MARRY
1.GROOM'S NAME(First.Mick*Lath) 2.DATE OF BIRTH(Month,Day,HMV)
ROBERT EDWARD LYONS II 9/29/1972
3s.RESIDENCE•CITY,TOMN,OR LOCATION 3b.COUNTY 3b.STATE 4.BIRTHPLACE(BMW Or FOroipn Coccoy)
ATLANTIC BEACH DUVAL FLORIDA I CALIFORNIA
St.BRIDE'S NAME(Fat MON,LAN) ISO.MAIDEN SURNAME(tldTlrrsnt) B.DATE OF BIRTH Mont,.Day,Yen)
STACY ANN DAWSON 2/20/197
7 ATOANTCILAT BEACH DUVAL 17G FLORIDA B BIRF ORIDA�Foreign
Country)
WE THE APPLICANTS NAMED IN THIS CERTIFICATE.EACH FOR HIMSELF OR HERSELF.STATE THAT THE INFORMATION PROVIDED
ON MIS RECORD IS CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF.THAT NO LEGAL OBJECTION TO THE MARRIAGE
NOR THE ISSUANCE OF A LICENSE TO AUTHORIZE THE SAME IS KNOWN TO US AND HERESY APPLY FOR LICENSE TO MARRY.
4's,:*.xN. •1-8: t7. OR.. ( RR AM*tang b4Ur inp �,� 10 SURSLn•: TO BEFORE ME ON(DATE)
' •iIh .27/14/e0 4t2,(-<<- 4
gid: "` qp ►
a f .P A I7.TT 12. SIGNATU F OFFICAL((JSF bock inA) _--
$•k
_S•i ` ). B CLERK ,,,e-
a4q14
lc 13.sic ,' BR
OF IDE(Son ma mobv b4d ink) '14. Syr !CG-c TO BEFORE ME ON( E)
► /`R.y� --- ._
15 T y. ='Y • CLERK 1B SIGNA E OF OFFICIAL(Urs b4 A I1k)) /7
•-‘1 , LICENSE TOMARRY
LC•,� •. r. AUTHORIZATION AND LICENSE IS HEREBY OMEN TO ANY PERSON DULY AUTHORIZED BY THE LAWS OF THE STATE OF FLORIDA TO PERFORM
�..v! $ A MARRIAGE CEREMONY WTI)N THE STATE OF FLORIDA AND TO SOLEMNIZE THE MARRIAGE OF THE ABOVE NAMED PERSONS. THIS LICENSE MUST
i. Y■
Y },_•,,;� BE USED ON OR AFTER THE BRICiBIB DATE ANO ON OR BEFORE THE EXPIRATION DATE IN THE STATE OF FLORIDA IN ORDER TO SE RECORDED AND VOLA.
r,1. .(,iii • -17.COUNTY ISSUING LICENSE 1A DATE UCENSE ISSUED IE..DATE LICENSE EFFECTIVE IB EXPIRATION DATE
4,L`+k:,;:'.IO# DUVAL BEACHES 01/2B/2000 02/01/2000 04/02/2000
S 20•.M1oFATURE OF COURT CLERK DGE /� AC, C,�er c 20b.BY D.C.
P. Gv.`.. Otte Circuit Court
CERTIFICATE OF MARRIAGE
I HEREBY CERTIFY THAT THE ABOVE NAMED GROOM AND BRIDE WERE JOINED BY ME IN MARRIAGE IN ACCORDANCE WTTH THE LASS OF THE STATE OF FLORIDA.
21.DATE OF MARRIAGE(Month,D•y,Vs.,) 22 CT',TOWN.OR LOCATION OF MARRIAGEq
7._e,�tu. S a D-s-o 4�•e-1.44-i)f di., JLQ.e.,4.. '�,(,.d..t,c.1- -'
23•SI % SOF ERR`Sj?OONN PERF IN REMQNY( DkrOt ink) 28e.ADDRESS
.(1lp+prsoGn/(p/rknr oMBnw/n)�q�.�.1�G�i} ,
SEAL "23b NAME AND T OF PERSON PERFORMING CEREMONY _�-'_--v f 24.-SIGNATURE OO`F(18 CERE ONY(U BANE ink) (j/yI�(�//_`J�/IJI.__-
Zejd//R�
L. kga d� U TU' OF,rte BS TO CERE rnA)
L INFORMATION BELOW FOR USE BY VITAL STATISTICS ONLY-NOT TO FM PFrnanIn
City of Atlantic Beachw APPLICATION NUMBER
- r :;:;�, % Building Department C E IVF (To be assigned by the Building Department.)
r � ' 800 Seminole Road
�� Atlantic Beach, Florida 32233-5445 JUN 2 1 ZOiti I a ` _ 14Z 4
Phone(904)24,7-5826 • Fax(904)247-5 /
�;;19%- E-mail: building-dept@coab.us Date routed: 6-2
City web-site: http://www.coab.us BY:
APPLICATION REVIEW AND TRACKING FORM
Property Address: 700 S RILL---( 1.--k (2R. Department review required Yes No
uildin
Applicant: P \L L- PRO CLOSv2E-S nin9 &Zonin
Tree Administrator
Project: Roo/v\, blic Work
public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
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: FKDproved. ❑Denied.
(Circle one.) Comments: .Sec 4 1-ad
BUILDING
PLANNING &ZONING
7:2-V//6,Reviewed by: Date:
111 TREE ADMIN. Second Review:
nApproved as revised. OD904.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: @Approved as revised. @Denied.
Comments:
Reviewed by: Date:
'.evised 05/14/09
-_1(1A1 -
4,P
liewe X a , 6 -iOI2.
ai JC9 i / fr)tq
fre14,61;;-124, x3er
1 27!
.Z1y#2,
I .14 10 or( p
1)09/l pi ZOV
47,1, y k 0 ,ZY, ?
zz
sL��v;• City of Atlantic Beach EIVEri APPLICATION NUMBER
;"_ -.. BuildingDepartment '
�,� nS0 (To be assigned by the Building Department.)
'.f 800 Seminole Road c^
w - !r Atlantic Beach, Florida 32233 5445 JUN 2 1 [016 I -�l� 1�1 14•Z 4-
Phone(904)247-5826 • Fax(904) -5845
•'`Lgrii9%- E-mail: building-dept@coab.us BY: Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 700 S RI.C. (S(-4. [2) R— Department review required Yes No
irfuildin
Applicant: k-(--- PQ(5 E CLoso2E C Hing &Zonin
Tree Administrator
Project: \C R EEL ROOAk Works
='ublic UtilitieT
Publicatety
Fire Services
Review fee $ p� Dept Signature 56,,.. , •
Other Agency Review or Permit Required Review or Receipt Date
• of Permit Verified By
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: V Approved. I (Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: $2_-3` L✓. L"-- Date: G 4--Z/(t
TREE ADMIN. Second Review: roved as revised.
❑App ❑Denied.
IC WOR ments:
joi
BLIC UTILITIES
PUBLIC SAFE Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date: .
tevised 05/14/09 •
I
r0-4,yrjj, City of Atlantic Beach APPLICATION NUMBER
4' - - \ Building Department (To be assigned by the Building Department.)
.v 800 Seminole Road c^
i7 y -• „r Atlantic Beach, Florida 32233-5445 U - 1424-
\
42 4-
•,, • Phone(904)247-5826 • Fax(904)247-5845
•-q91119%- E-mail: building-dept@coab.us Date routed: 6..2 _
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 700S �(f; r(S� ill) R Department review required Yes No
uimin�
Applicant: \L.L PPO Efockoso2E.,s mg &Zonin
Tree Administrator
Project: \ C R E& ) Roo/k, ublic Work
public Utilities
PUblic a ety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
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: ['Approved. 1Denied.
(Circle one.) Comments: f6C 444
BUILDING "`""'���,���
PLANNING &ZONING
Reviewed by: �stiwV l/--/jL-- Date: ,.f72./1`
TREE ADMIN. Second Review: roved as revised.
�pp ['Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: /'-- d Z Date: //2S/(t
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
revised 05/14/09
I
TREE & VEGETATION AFFIDAVIT
';\ of Atlantic Beach
Department of Community Development
Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233
(P)904 247-5800 (F)904 247-5845 PERMIT#
SECTION I-APPLICANT INFORMATION E Owner(s) k Legal Authorized Agent*
NAME OF APPLICANT f ti R o E L.yort,S
NAME OF COMPANY 11 it Pro G wilowo, ,
ADDRESS OF COMPANY Sga, ,)0(4445 Gee,16 Pfry , 34. Atlas./Pte f _Uzi
z-
PHONE q bX,3o34 CELL L77_151g0 EMAIL a iproertidoSa-ZGS toy400.Cah
CONTRACTOR CERTIFICATION NUMBER c c- 2-c 13 7
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION II-SITE INFORMATION
STREET ADDRESS OF PROPERTY 700 56t,1- 54 iso D/r✓e
If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address.
LEGAL DESCRIPTION Lai. 25, Q/or k 57 �[oyq / pa,/ 3 dad d .2� c ' .356(/S y7
LOT ,ZS BLOCK✓ 5- SUBDIVISION Aye"u,/�.,5
REAL ESTATE NUMBER /7/2./0_ O0o0 LOT OR PARCEL SIZE: SQ FT 11 AC
RESIDENTIAL A COMMERCIAL OTHER(SPECIFY)
I affirm that/ have reviewed the provisions of Chapter 23, Protection of Trees and Native Vegetation"of the Municipal Code of
Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those
regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed
from the above-described or adjacent properties in conjunction with this project.
1- 1P50/1"r-
SIGNATURE OF OWNER SIGNATURE OF OWNER
Signed and sworn before me on this 2& day of Jtin2 , /4, ,by State of PG-
It,
Llc, 44460 is County of Qu✓.4 c
xY,, s
Identification verified: 20�~��`,n; RANDY SOMNITZ
'' ''dtl
Oath sworn: _'`. ,•,�• ,= Notary Public-State of Florida yY
Yes r No 6 11: :.= My Comm.Expires Feb 25,2018
d ;; P Commission #FF 081521 3�
Nota Signature
REV-TVA-v10.12 My Commission expires: o2AS/2,0f
(.4 i �`J:06 ZONING REVIEW COMMENTS
s f City of Atlantic Beach
"►
U--!', 4� Building and Zoning Department
800 Seminole Road Atlantic Beach, Florida 32233-5445
.fr4J.31)r� Phone: (904) 247-5826 Fax: (904) 247-5845 Email: dreeves@coab.us
Date: 6/22/16
5C.
Permit: 16-SC-NR-1424 Applicant: All Pro Enclosures
Review: ls` Address: 582 Johns Creek Pky, St Augustine, FL 32092
Site Address: 700 Sailfish Dr Phone: (904) 962-3032
RE#: 171210-0000 Email: Allproenclosures@yahoo.com
Correction Comments
1. Tree Removal: Please submit a Tree Removal Permit Application if any trees are to be removed. If no
trees are to be removed,then please fill out an Affidavit of No Tree Removal. Both forms are available
on the city website under"Planning and Zoning"and at City Hall.
Derek W. Reeves
Planner
dreeves@coab.us
�► 1
OFFICE COPY
THIS INSTRUMENT PREPARED BY: Book 9356 Pg 354
WATSON&OSBORNE,P.A.
20S Ponte Vedra Park Drive,Suite 101
Ponte Vedra Beach,Florida 32082
Bk: 9356
RECORD AND RETURN TO: Dace 99178879 5
Stacy Ann Dawson Filed & Recorded
700 Sailfish Dr 07/19/99
Atlantic Beach,Florida 32250 04:29:23 P.M.
HENRY U. COOK
CLERK CIRCUIT COURT
RE PARCEL ID : 7 DUVAL COUNTY, FL
BUYER'S
REC. $ 10.50
DEED $ 514.50
WARRANTY DEED
THIS WARRANTY DEED made this 13th day of July, 1999 by Richard Abdullah, a married person, hereinafter
called Grantor, and whose address is 428 N.17th Ave,Jacksonville Beach,Fl 32250 to Stacy Ann Dawson,a single person
and Charlene K. Richardson, a married person, as Joint tenants with right of survivorship, hereinafter called Grantee
and whose address is 700 Sailfish Dr,Atlantic Beach,Florida 32250. /^Q
(Wherever used herein the term 'grantor and '&rantee' include all the parties to this instrument and the /�Q
heirs, legal representatives and assigns of individuals, and the 1110=5ors and assigns of corporations.)
WITNESSETH:
")\
THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other valuable
considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys
and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Florida, viz:
Lot 25,Block 5,Royal Palms Unit One,according to the plat thereof as recorded in Plat Book 30, Pages
60 and 60A,of the current public records of Duval County,Florida.
The real property described in this Instrument is not the constitutional homestead nor the primary d
physical residence of the Grantor.
SUBJECT TO taxes accruing subsequent to December 31,1999.
SUBJECT TO covenants, restrictions and easements of record, if any; however, this reference thereto shall not
operate to reimpose same.
TOGETHER with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise
appertaining.
TO HAVE AND TO HOLD the same in fee simple forever.
AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple;
that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants
411 the title to said land and will defend the same against the lawful claim,of all persons whomsoever;and that said land is free
of all encumbrances.
IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above
written.
Pap 1 faro Seam*by&Wombed Real Estill*Umbra,one.1.505.1)6.1215 W0301
--r--r— -_ ------- r — , ---- -- r n __
Book 9356 Pg 355
Signed,sealed..• in our presence:
C
..>
"fitness _ e kr d Abdul alt
BARBARA J.LAMB
Witness Printed Signature
Witness S aturc (��p�►�
SUZA*J
Witness Printed Siigni3 r �
STATE OF FLORIDA
COUNTY OF ST.JOHNS
The foregoing instrument was acknowledged before me this 13th day of July,1999 by Richard Abdullah,a married person.
He/She is personally known to me or has producedORNEas UCEIRE
as identification.
Notary • tate and County Af
ary tgnature (Title or Rank)
BARBARA J.LAMB
Notary Pnnted Signature (Serial No.,it any)
.""'• Barbara 1 lamb
!.1 „.1 MY COMMISSIONSCC719741 EXPIRES
P' r lune 24 2002
h„ R soncro>Ncunor FAM Killa.t+CElnc
Paye 2 Form Bot* a
.r.by Acrtombd Mal rwr S Mcas,Inc.I-a00 3,0 12N iYTa.101
U
P-e rrte,, f— -1 16 - S(. r fi — 1Yt.) ti
•
NOTICE OF COMMENCEMENT
State of FL Tax Folio No.L'7Io2b0 OOOO
County of04(/# 4 OFFICE COPY
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property.and in accordance with Section 713 of
the Florida Statutes,the following information is stated in this NOTICE OF COMMENC ME T.
Legal Description of property being improved:__A a.1 ZSR/cock 3, ,Oya `is'5 1d
OR 933-6. OG 35Y
/e
Address of property being improved: 700 -Ceti -t/.5b_P47 /V7 altG lea A, , 33_33
General description of improvements: Se/Cr!�} po•4'
Owner:/ e e.."7 E".`Sri /-}/a-z S Address: 1DO f /f!$Lr AC/ A/I%-s 7!G geaGA�i.'
Owner's interest in site of the improvement: /44' Se -,-,0 l2_
Fee Simple Titleholder(if other than owner): .5,01....,"r{
Name: /�
Contractor: 4/'/,2 G G/05 KV f
tAddress: 582 Joh"S Cree.. Amy/ 1/ 4-1,4144.$71/^e 1 CG 320 9 2
?i 1" Telephone No.:9e V"962-3e)3Z Fax No: 901/-022e)- Iv e 3
'
Surety(if any) �/� je5®`T"-
Ii 09,
Address: Amount of Bond S CO4.
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(I)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNERle/
Signe • _/ /d' / A Date: ('S/7 i; 10
Before me Fs 9 -.'!rte ,,. _ 0 i he County of Duval.State
Of Florida.has personally appeared p jstr .Ly viz
Notary Public at Large.State of Flpprida unto of Duval.
My commission expires: Z/ZS Zd/gj
Personally Known: _....›<- or
Produced identification: I`
Doc#2016137983,OR BK 17601 Page 1902, ��
Number Pages:1
Recorded 06/17/2016 at 11:53 AM, _. . ,
Ronnie Fussell CLERK CIRCUIT COURT DUVAL ,,,,,,,,
COUNTY Bio*-v 4,�= RANDY SOMNITZ to:
RECORDING$10.00 « ,,,,*,c Notary Public-State of Florida
,▪ ,.i• ce•-°o; My Comm.Expires Feb 25,2018
0., �'�,F,o ;cp.' Commission#FF 081521
1
OFFICE COPY
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Department,City of Atlantic Beach,800 Seminole Road
Home Owner: RAhea{ 1 GGY L-yoi't S
Name /�
700 6211-I'tS1, Pei✓e
Street Address
,t?fla4.1t: 13eCtat1 / 1 3233
'Ci'ty.State and Zip Code ,,
Contractor: w/Os MA#hem
Permit Number /6 - Se,Y A — ILO. q
As 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 are to be attached for structural support.I am confident that the drawings and
details included with this permit application depict the existing conditions of the host structure,and the
members of the existing structure upon which the new structure are to be attached are sound with no rot
or deterioration. The home owner has been advised by me that,in my best judgment based on experience
and knowledge of structural adequacy,the members of the existing structure upon which the new
structure are to be attached are sound with no rot or deterioration and will support all structural loads and
forces imposed on them.By signing below,I hereby declare that I will hold the City of Atlantic Beach
harmless and release it from any responsibility and liability for any adverse consequences or failures
resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the
City of Atlantic Beach for such consequences or failures.
A copy of this document will be recorded as an official record with the Building Inspection
Department permit history so that any and all future buyers/owners of this property may be made
aware of the status of work performed on this structure.
Signed .4.ie ,fldZ ("4 Date//3/o2 b t(7
Before me this /3day of �u4e 20`4
In the County of Duval,State of Florida,has personally appeared
14.45 ley Ma11.ew) herein by himself/herself and
Affirms all stat ments and declarations herein are true and accurate.
�S
Notary Public at Large,State of !CG ,County of ,peG✓a C.
Personally Known or Produced Identification
ID Type
IS F:building/affidavit for attaching a new structure to an existing struct re;docx 7/21/09
0,01.V,,
0 or RANDY SOMNITZ
?«� ,�, '� Notary Public-State of Florida
'` u%* My Comm.Expires Feb 25,2018
Commission#FF 081521 •
SUNROOM,SCREEN ENCLOSURE,AND/OR SCREEN ROOM AV,PFICE COPY
/ ��
CITY OF ATLANTIC BEACH
JOB ADDRESS: qa�ttt 'I $ /PiePERMIT# !C -SC Ili `_/% ) i/
� •
INSPECTION REQUEST PHONE LINE(904)247-5826
The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence.
The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category
requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing.
The property owner is hereby notified that should any form of temperature control system be added to a Category I, 11,or HI
Sunroom or the removal of the doors separating any Category 1 thru IV Sunroom from the host structure occur,the room shall
become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as mandated by the
Florida Building Code,The Florida Model Energy Code and State Statutes.
creen Room Sunroom and Screen Enclosure Requirements
Cate:or -0_ II III IV V
Habitable Space "TT No No Yes Yes
Foundation alis<200plf can ails<200plf can ails<200plf can Walls<200plf can have Walls<200plf can have
ave 8"Wx12"D fig ave 8"Wx12"D ftg ave 8"Wx12"D fig 8"Wx12"DRg 8"Wxl2"Dfg
.r3-1/2"slab if no .r3-1/2"slab if no .r3-1/2"slab if no
oncentrated load oncentrated load oncentrated load
750lb .7501b "7501b
Exit Lighting Not Required Required Required _ Required Required
Interior El
ctric Not Required Not Required Not Required Required Required
OutletEmergency Escap-I gress from exist. I gress and Exit must gress and Exit must Egress and Exit must Egress and Exit must
Openings •tructure allowed if eet code eet code. Other meet code. Other meet code. Other
.pen to atmosphere or esistance -esistance requirements resistance requirements
onsidered screen quirements for or forced entry,air for forced entry,air
-nclosure and has 'orced entry,air cakage and water leakage and water
.creen door leading eakage and water 3enetration also apply. penetration also apply.
:way from residence. .enetration also apply.
Misc.Window and 1 ost structure r emovable windows 'emovable windows Host structure windows Host structure windows
I oor Requirements indows/doors shall :flowed in sunroom. .flowed in sunroom. Sc doors shall not be &doors may be
ot be removed. i ost structure ost structure •emoved. removed.
indows/doors shall indows/doors shall
ot be removed. ot be removed.
ind Borne Debris Not Required Not Required Not Required Required Required
•pening Protection
Energy Sheets Not Required Not Required Not Required Required Required
I hereby acknoo d:• that ve read and underst d all the above on this Day of
X •0i 01 dher-1 e Lyon s
Home Owner's :i.. ature Print Name
STATE OF FLORIDA,COUNTY OF DUVAL:
The ff f egoing instrument was acknowledged before me this 7 day of Sure 02 Ott, ,20 /6 ,by
I iOher l g j,. 0,!S herein by himself/herself and affirms all
s ;and accurate.
1 ,•t PRY P`,,''� '
,o ee,. RANDY SOMNITZ 1'
•
1 _�' *°mac i
-,y „C:, Notary Public-State of Florida `, NOTARY P LIC,STATE OF FLORIE.A
1 N„ i+li My Comm.Expires Feb 25,2018
` ti
1 °o;;otc;:ss Commission#FF 081521 Print Name: y w..r
6 ' -7 - ' ,ersonally Known/Cl Identification:
11
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 PHONE(904)247-5826 FAX(904)247-5845 REVISED 1-20-10
N.ir.•P•-LM••-vita Cu.
E Mra V.-.a•4 r.V-,-t M
20 21
crnA
w ... oOm
;s
0
,n %
; an
� zp o
b _ rn �-
a �ZQZ o W � _ �
OC �i1 � 0
. \ i 1 § ,
.,
C1
N W o
4 (tel
O d.
W r 53
N p
PI T n
ci
Is . n N
10 P 7.;P!. 9+N
(n • O 0 Cn
iiiiY»S) a c 6 `g
i 4-
..h _IlilDIril
2 �m`Ynny N R
>4°4'8 5' vg c.aligkii- g% is ,: ?id .:-:4 i 3 .
• .=t6U, •d
3 �v
Nyw 7 �a IOW d 0
i 4g rm
m N pot
i —
I.
m
•
°m ti
o
10 PLAN VIEW Revisions:
Lyons Cove E.Dryden,PE
700 Sailfish Drive 2100 Ta4ih.
TeNehaeera way
ae.Florida 32303
ii Atlantic Beach,NL 32233 900955-6302
ec.N:A.NoIM Polon:CEO
OII.:UILI Om.:
I Prooct No.: COWIN''CEO
,
F 7
6.1Mf t,.. e..,-.
W.wM11n. 1N14A+:1-1 ..,
I-
7
gl
m
mf
d
t2t
7
i
Li
0
0
03
N
�o
tt
W rel
2x4 SMU
M
iv
" T W
R ../V AQ t
F
2C °D x Z
t 1 N
� N.
ro t2= 2x4 5M.
0
rn
n
.11 I4 O
ilrn 6.6' -0
v N
."_1/ z rn
-,
fi
Ixi.
Ca
("3m
1 01
t' O
7
FP
6
• rAi
tt y
0
I ELEVATIONS Revisions: Lyons Clove E Otsfon.PE
' 700 Sailfish Drive T'l4 r M»Raba 32303
Atlantic Beach,F[.32233 101-955.6304
N Seale:AS NOM DNIpn:000
D.Y:LIY1. DIMw:
II
L PMj.CtN.: CMCled:CIO e•w���
1
4.1r.-•...-NM•w.
rrwwrrV,-fMNr.+V-)-4 Ir.0.....1
7 3_
CO3 I
L
Z • -.L 2" f
R �I
1 /' yy 0 ,. .. I i
1C
A A N ._
1R SA $ FrDDm' y' IAn m
/° 111 411
AA i
O W A 0 i' ri ?
mvir
9••PIr1 y A (n CO C Z
A3.i. a.oeptl o gA
• N
01 n Et.
�l
1 .
• xx Pi
O CA
- 11$ rn o 1�LI•J g
Cc 1 L 112...9'1 1til
III �'
O ..-..-•.. 1 1.1.9
H n
m
t u Ar„r— 20
\ro Y- I ■ts A AA • �O
. q / 1 .1 i J`M lisV , .a, m m m m m o
o CD
N z X A C)A '6 AII§ O O •w iii i 911 ? 4 4 m0
�+ • S I$? c c Z'— a z
g * Iiio o g e o
m i
JO 4
III 1
i 1 I
1 11111 ..-YIN.1:P rf i '1Jt
'5\Z....< 1 0 0' 0+
1 ' 1111PMNI/ 0 4.1.4. i ,-0 m
11 0 0 0 0
fQ
O r N v
0 Yp
1} A
A
Pi I °
, g Z
D *
A
....
J • • • •• O nz§D
o▪ s;z
3
s,sic
• F
• o zz� ^
7 •1 ilii.
iift e ,
{3':' Z NM�Z Una CO
PI
ni
rn 70
q oo iiii 1 0 i
o
/ fl n D a o�0 c v; mI
A N N-n D O
� �T�'' S 11
` Z a ^' `i f� 4 r -13
I -1
€ I (i)
°
STRUCTURAL DETAILS Revisions: Lyons CAMs E.ayw*,PE
l' 700 Sailfish Drive 2100 1304N FloridaWay
7evonmN, 32303
•{ Atlantic Beach,FL 32233 904.9554302
W SUM.AS 0•00..C10t
Ow:WWI. 0.111:K D
L Project No.: CMckW:CEO
•.orw.
7
W,,j A01G 2C1 h)a'7.
P N;T N 7 6.W E
\_. 1.0 0.O V CO
I ..§ on 'v'< . 3
, x.
ii ID C:
3 !o n N 3
9 i CO
19 " - s
ea 0
! ! '104 I - I _, .
S9 O
m �; M �� +
si If i ' iv • ..
fl
M NX I •
ii
O W Si 304 1 + -e - Ax
N
l�yx�j. ii N + 4-- + q N
l3 8 N N N 3 + ++4_ ill
o�aoe 3
wa-a••., fi
n
03
i \
ee�� �
E I v
Ta i ik1E ID �5;ANA�Wn�
A D toxi 0 -+v
C3 E^ -n
tn
D T 3i1 0 l_/ #S V OI cl mr --tub, g3 V r x
r r a O K� n n o x. m W
n -� D m R.N 2 tig A
a m $ % N p
2Z 304 $ am a
8O —1 > $ ;NW
Z -0 r ,o^od+aoa o ZI. ®,
° it NN
11 `^ PAA G O\
1 H i I
;r S OS .,
.. m ' A W W g
, 1
•
s
ilik a
I L
1('4.!:
�
,5. 1
„�1 % 1 � x go
.1.
Nim 1 � �-� �_
2.1 z Fova il $ 8
x
-pro -8 vli
g J ..... {. 14ie ,��iC o
i I. II ici _
ast 03 0 ( i
1 it K 11,
1 s
X
STRUCTURAL DETAILS Revisions: Lyons caws E.Dryden.PE
yoo Sailfish Drive T'ellahaData orkkt 32303
I.
Atlantic Beach,FL 32233 0044554302
4c.N:A$NOttD OWg.,CEO
i& O.N:UO.N. Om..:RIND `
Peoloct No.: C.K...:C[0 1'
or oar...
I
,w z.,: .-::...
I
t r
4 R
I s ! o
I
/� t i
ill ��
4ill I..
(/ !
ii
lir t
oma. . 11 4 .
li 488844,
ZZZIIIV
IMO fi
o mi I Y a S Y
IZ
a) I�
YY eau YYY
g
m
1
0
�� /'
1
--�.--
.-..-N.. P "11" Pa 1 P i 81(1
--c. \
I.
ri ;8114
nil 111. 10
_
9
lit
X
w }
1 i lim .:
o Y 111111
z — n 1 ti
o O M $
I a ai
mx air r
~$p �1aii : i -I o Ib ! r
Qm 4Y2.. , 1 O z 4i .
•If �11I' m to �,
o
C)
z
a
1 STRUCTURAL DETAILS Revisions: Lyons aew E.Orydon,PE
t 700 Sailfish Drive 2109 D,R,Wiry
r wn,w.Ronda 32303
Atlantic Beach,FL 32233 904-955e302
jw 840.AS NOM O 14:C o i
VO,N:a4a o on..,:Rwo
Prof ea No.: cMt►a:cm 1
Lyons
Design Calculations
BEAM SPAN TABLE Mono Slope Eave ht(ft;Mansard Return(ft)
Material Specifications Screen Room Mono 7.92 0 0
Aluminium Extrusion 6005-T3 Purlins 5
Materials based on E- 10.100.000 psi
Ftu- 30ksi (ATM Part IA Table 3.3-1) Code: 2014 FBC ASCE7-10
Fly 25VS\ S from Chapter 16(Cat 1) ---Atlantic Beach.Ft ____
-
Wind Speed(sit)Ultimate:L.1ln)besign Pressures RF :LSD Mesh -
-- -
Design Load 130 MPH Exposure Factor 0.6- - -_ -^
0.88
Location Design Pressures C Separate Analysis for all Prix as}•Structural Members
Windward Wall 32 psf 300 LBS Concentrated Li eLoad
Leeward Wall 26 psf ---- (No combinations) --
- - - -`
Roof 9 psf 200 lbs pt.load on purlins
Veritcal Solid 27 psf Risk Category 1 (1604.5) Using 1K1-4x.013 mesh on Roc
Allowable Spans
S\III Sections(St 9 SMI3 Sections
I i,•nding Stress(ksi)
',it ical L piift 01 Spans(Moment fb)
Size 8 I0 12 14 16 18 20 Fb (Allow)
2x4 2.62 1.10 5.90 8.03 10.49 13.28 16.39 9.300
2x5 1.71 2.71 3.91 .3.32 (i.9.3 8.79 10.86 10.100
2x6 1.35 2.11 3.04 4.13 .5.10 6.83 8.43 9.100
2x7 -' 1.08 1.69 2.43 3.31 4.33 .5.18 6.76 9.400
2x`( 0.59 0.99 1.33 1.81 2.36 2.99 3.69 16.300
2x9 0.43 0.67 0.96 1.31 1.71 2.17 2.68 20.180
__ '2x10 0.31 0.48 0.70 0.95 1.24 1.57 1.91 20.660
Point Load(3(X)lbs Live Load)C Center of Beam
Size 8 10 12 14 16 18 20 Fb(Allow)
2x4 7.20 9.00 10.80 12.60 14.40 16.20 18.00 9.300
2x5 4.77 5.96 7.15 8.34 9.54 10.73 11.92 10.100
2x6 - 3.70 4.63 5.56 6.48 7.41 8.33 9.26 9.100
. 2x7 . - . .2.97 -------a71 -----_ 4.45 - 2.84 5.94--- 6.68 7.42 9.400
2x8 1.62 2.03 2.43 2.84 3.24 3.65 4.05 16.300
2x9 1.18 1.47 1.76 `'2.06 2.35 2.65 2.94 20.180
2x10 0.85 1.06 1.28 1.49 1.70 -1.91 2.13 20.660
11)- Fry/inc inn
Fry- 30 ksi Analysis Based on 6005-T5 Aluminum Material r-
______________ m-- -_ 1.6.5 Sue .iol'_ 2x6`'- 2x7 1
Detenmitte Albs+able Bending Stress Allowable bcndial Stress 9.100 9,.-,)0 16.300 C)
F1n- 18.18 ksi S<S1 Allowable Sheds Stec« 3.'28` . ' i ,2 7.57
Dn- 12.5 ksi SI<S<S`L
Specific Calculations ASD Loads Beam ft '1 g i ::
p_ --d
Load Width(it.) Span(ft.) Load(lb/ft) M(K-in.) = ':: !b ksi) Cr Member
5.75 7.17 3cnding(V3) 24.84 1.92 2.92( ` 0.0.i S2X4
5.75 7.17 Liccload(11)s) 300 6.45 6.4.5 , 3 058 S2X 4
6.5 28.00'lending(W) 30.89 36.32 '37.32 8.40 0.42 S2X8
Page 1 Design Calculations
Lyons
Design Calculations
(i.5 28.00 Liveload(lbs) 300 25.20 25.20 .5.67 4.11 S2X8
6.8 25.00 lending(W) 36.72 34.43 3.5.43 11.61 0.2.5 S2X7
6.8 25.00 Livcload0bs) 300 - 22.50 22.50 9.28 2.03 S2X7
Mansard -
Preferred Stiching for 2x9SMB is 12 inches.
Beam Support Allowable A Actual i Size(SMB)
Point(wind) 1.08 In 0.20 In S2X I Wind Load Fixed End
Dead Load 1.00 Lb/ft. 0.02 In �ccigttt of material- 1 Ibs/ft.
<6.45 Inches-OK
Beam Support Allowable A Actual Size(SMB)
Point(LL) 5.60 In 2.77 In
Uniform (Wind Load) -�- 4.99 In 1Beam/Post S2X4 2x4 smb
Total Vertical Pressure
L(ft) W1(1t) .111(sf) Load(pst) Pv(Ibs)- _
93 12.00 276 5.4 1490.4
Vetical Reactions(lbs)-Front
185.5
Vertical Reactions(lbs)-Interior Beams
L(f4 1k Pdl V-Reaction
7.17 9.00 0.7 18552375
Vertical Reaction(lbs)Corner Column
---185.52
\on-flow°Tluv Loads
Horizontal Reaction Sununary
Host 241.18 First Two Host Beam Connections (Couple)
Front 0.00 Force In at each Return Nall
Horizontal Pressure
Ht.(ft) W(ft) T_ LW) Man(ft) Ain Awn Avn
7.92 12.00 23 0 182.16 0.00 182.16
Total Horizontal Non-Flow Thu Load(lbs) Supports
2368.08 12.76 lbs/support 183.32373
Horizontal Forces at Middle of Front Wall
Fhl 0.00
Fh2 0.00 7.92 0.00
I13 1196.00 3.21 3839.16 T1
Ft(lbs) 1196.00 1 9.90
Hfabs) --.-.716.11
Summary of Host(H)and Front(F) Horizontal Non-flow'Hutt Loads abs)
l 1-19 H3-H10 I H11 1112
v11.18 0.00 479.8951 0 211.18
"Fl F9 F3-F10 I 111 F12
Page 2 Design Calculations
•
Lyons
Design Calculations
0.00 1432.211 716.111 1.132.21 1 0.00
Flow Thru Horizontal Load
Vertical Projected Area
95.04 0.00 95.04
2471.0 lbs Total flow Thin Load -
- ---- Composite Roo!L():u? ():, F'oi,t \\'a.11
Hr-host ---- 1235.52 lbs -�- _- (6.5'x 17psf x 3`fl (i pst - .;g'?. t,'1!h I,a
Moment 0.00 lb-ft --"---_.-__
V-Rcation 0.00 lbs
Vertical Reaction Summary-Flow Thru(lbs)
Location Windward Leeward
Middle 0.00 0.00 lbs
Pull Out Force on Existing Structure at Each Connection Point
Post Connection to Concrete - -- ---
Uplift Load Width Load(psI) Load limit(ft) Total(Lbs) 4-1/4' SF
F up 5.75 9 6 310.5 3200.0 10 -
F-OT 5.75 32.00 3.96 728.64 4000 5
Vertical Wind 630.00 lbs /connection .5040 Total Vertical Force
Shear 300 lbs 2700 live Lend
Front Post Support Design-Axial Compression+Bending
Type I Ici,litltt.) 1(10 I It.Total --- Size
2x4 smb 7.92 0 7.92 2x4 2x6 2x7 2x8
Area- 1.23 sq.in. Ib(ksi) 10.39 5.34 4.28 2.31
Column Stress fa(ksi) 0.1.4 0.11 0.09 0.06
Design Loads k Span(ft.) Total Def.(in) 0.81 0.28 0.19 0.10
P-Ma, 0.19 5.50 222.6 lbs
-Max.Moment 10.4 In-kips Def.Allow 1.19
------------.__._._...__ ft-lbs - -- --- -------
Max.P 111.31 lbs .11lowablc
k- 1 Fc(allow•)- 14 Fb(ksit 9.30 9.10 9.40 16.300
r- `'2.99 2x7 Fa(ksi) 1.151 1.538 1.517 2.200
1- 95.04 fc(act)- 0.142 Fc(K) 1.056 1.571 1.861 1.061
kl/r- 31.7
Page 3 Design Calculations
Lyons
Design Calculations
Carry Beam 0.0 SMB Vertical Lend 23 1b(ksi)
Span 0 ft Max Mo. 0.00 in-kips 0 ksi 0.00
Loral\\idth 7.500 ft Allowable 0.00 in 0
-Horizontal Mtot(in-k) Beams 13c:un�1 thy(ksi) -�--� --
56.25 0.000 15 0.00 0.00
Allowable
Fh- 0.000 lbs Beam 2x7 2x8 2x9 2x10
Allowable Fb(ksi).-~- 9.400 15.013 20.180 20.660
-
Mb- 0.000 in-kps Stress lb(ksi) 0.00 0.00 0.00 0.00
LL def(in) 0.00 0.00 0.00 0.00
Wind-Vert der(in) 0.00 0.00 0.00 0.00
Check Buckling Fc 3.3 ksi
n)•- 1.6.5 S Bc 1k Cc
Fr- 15.1.52 ksi Allowable S<S1 6.808 8.7-- 0.031 18.5 -
Fr- 3.88 ksi
Cc 0.01 ksi ok
S I- 64.35047852
S2- 13369.1 1063
Posts provide adequate resistance to the applied load conditions.
Girt Member Design (Chairrail)
Horizontal\WindLoad
M-rl x(.31^2-1a^2)/24--w2(3L^2- a2")i 21
wl (in-lbs) w2(in-lbs) L(in) al (in) a2(in) sl (in) s2(in) p(psf) M (In-k)
2.31 1.873 69 11.76 18 29.32 36 13 1.87
300Lb Livcload
Largest
I' 1. M (in-k) Largest Shear
900 69 3.13 0.3
114:Q1'I11EI)
Size Fb(ksi) Sc(net) Sx-Wind Sx-LL 14(ln^4) Det-V'(i DEMI.
2x2 16 0.243 0.117 0.22 0.419 8.1E+09 0.216 0.183
2x3 17.2 0.416 0.109 0.20 0.590 1.1E+10 0.154 0.345
0.649 0.115 0.21 1.271 2.5E+10 0.071 0.160
Deflection Check Allowable
111.111111.-- 0.863 In.-
Page 4 Design Calculations
Lyons
Design Calculations
3/850699 23.17 0.03. 8086-45994.91
x2500852 22.28 0.07 949978276.9
######## — —_—
####
Purlin Check
Horizontal\findLoad
N I-w l x(31^2-4a^2)/21yw2(3L^2-4a2^)/2 i
wl (in-lbs) w2 (in-lbs) L(in) al (in) a2(in) sl (in) s2(in) p(psi) M (In-k)
0.12 0.12 60 1.5 15 30 30 I 0.31
300Lb Lneload Concentrated Load
__I est
1' I. M(in-k) Largest est Shear
200 60 3 0.3
REQUIRED
Size Fb (ksi) Sx(in^3) Sx-Wind Sx-LL Li4 atm) Det-W (i DEF-LC
2x2 16 0.2.13 0.021 0.19 0.419 8.1E+09 0.030 0.319
2x3 17.2 0.416 0.020 0.17 0.59 1.1E+10 0.021 0.227
2x4 G.3 0.649 .0.021 0.18 1.274 2.5E+10 0.010 0.105
5400000 22.50 0.06 121837500.00-
- 5400000 22.50 0.06--- -121837500-
243675000.00 --- -----------------
Dection Check Allowable _
-Defection
0.750 Iu. —_ — —
_
_____
Foundation Load _.__ ___
Design Criteria as per FBC 160.5.3 ASD Design Method
Turn down section
Load Area Load Arca D+L Ibs/R Footing Arra I..oad(lbs:11)
Vertical Load 1230 10.7 13373 33.5 399 Stress onTunido«n Section
Wind Load 1250.00 9 11250 33.50 Stress added be Wind
--
Max Stress 735 PSF
Horizontal-Load -- --- _
Windload ---
Page 5 Design Calculations
Lyons
Design Calculations
Hor-��'uxi F I It. Load.1rca WI.(I.bs.)
Hor Supports 58 7.92 .�.7.i 13.31 2(i I1.32
Footing Stress
Depth Width(ft) Length(ft) Stn ss(psl Allo«able(psl)
0.5 12.00 23 1.1 2000
Check Uplift Weight(lbs) Length(ft) Width Depth
Footing 1667.50 23 1 0.5
Slab 12751.20 23 12.00 0.33 Patio Slab
Structure 2000
Total 16418.70 Length(ft) Width Uplift(psi) Composite
Uplift
-- 1 490.10 23 12.00 5.4 0 0- ---0
0.6D+W- 2188.97 OK SF- 6.60 17 0
Check Latcria• l -- -_ 4900/4- - - 0 Support
---- Shear
Shear 900/anchor
Uplift ---800/anchor Ixmini 2 1/2'embed(3'edge clearance)
Tension
____--- ----- 900 lbs/anchor same-------- - ._-_-_____---
Slidrng
W ----Ht. Load(PSF) F s Connections Resistance
----28.42 14 28 11140.64 33600
Resisting Lbs ----- ----- - DI. - -Concrete 12751.2-- 12751.2 SF- 1.9 3.0 -
Stmct 4500
Host 3500
Total 20751.2
Overturning
1-ot fps!) Ht. '!0 Area(si Mo(t-lbs)
28.0 20 570.4 159712
Resisting Mo(ft-lbs) SF
Slab y 146,638.80 1
_- - --- ---- -------- ------_..--------
Connection 2899,,8080 0.00 2 ra
Use 1/8"Diameter SS Cable Rated Strenght- - - - 2100 lbs
C)
--
RACKING L0.1llS -
Cable Needs w
Corner Cable Loads Parallel Host
‘Vidth(ft.) 1'in(l ard(pc Lee ard(psl) 1)ist. (lbs)
7.92 12.00 32 26 0.25 826.81
Conner Cable Load parallel to host
Page 6 Design Calculations
Lyons
Design Calculations
826.85 0 cables required SF- 1.6
ALLOWABLE 1/8'CABLE -'l 1400 LBS -..- OK 1-required----------------
Sidewall Support Post Check
WindLoad (Horizontal) \Vuidload(Vertical) -------_._..___ _____._..___________.
H- 7.17 ft. Ld Width- 2.88 fi.
I AI Width .5 ft. Span- 5 ft.
\Imax. 0.31 Ft.-Kips Pmax.- ----- 129.4 lbs --- -
3.70 In-Kips _
Size --- Allowable Fb(ksi lb(ksi) Fa(ksi) - -fa(ksi)
_
2x4 _ 9.300 3.70 0.58 0.165 Use 3x3 Pst
2x5 10.100 2.4.5 1.06 0.141 -- -.
2x6 9.100 1.90 1.57 0.127
2x7 9.400 1.53 1.86 0.105 ----
2x8 16.300 0.83 3.78 0.070 -'
NR
Support Column for Carry Beam 0 Mmax.(in-10
P(lbs) _:_-- -_�- _--- _-_-- 0
P _--
178 lbs From Cam:Beam (300 lb LL)
300 lbs From Sidman Support Point Load Reaction Over Column from S\\1
478 Total
Size Allowable Fb(si; lb(ksi/ Fa(ksi) fa(ksi)
2x4 9.300 0.00 0.58 0.611
2x.5 10.100 0.00 1.06 0.521
2x6 9.100 0.00 1.57 0.468
2x7 9.400 0.00 1.86 0.389
2x8 16.300 0.00 3.78 0.259 Meets Criteria
2x9 20.180 0.00 5.42 0.203
2x10 --� 20.660 0.00 7.57 0.159
Alternate Design(fixed Moment at Beam to Column Support) Not consider for this site
Beam Design - - T1
LL- ----300 WindLoad
Ml- 4.03 1.08 Center of Beam M
Mmax- 4.84 1.92 At Fixed Point
C)
Section at Centerline of Beam _--- _____ ,:1'11)
_____
Sic ----- Ib
2x7SM113 0.44
2x8 SMIB 0.24
Composite Support Beam . -
Alternate 1 -Continuous Simple Span -Only Corner Supports
Page 7 Design Calculations
Lyons
Design Calculations
1. Uniform Load From Composite
LL 30 psf 2003.7.3
dDL 5 psf NR
Uplift 17 psf 2002.4
Vertical Load
Beam Loads Point Loads Load Width Beam Length Reaction
1 3.75 5 20.25 183
2----
6.25 6.625 20.25 242.55
3 7 7 12.2 153.72
4 7
• 24
Uniform Load 180 plf
'R1= 2501 lbs R2= 0 .
Deft=11.5 inches
Mmoment 0 ft-lbs
181.2 In-kips
Alternate 2
Place a support midspan Simple Span 0
R1= 1246 lbs
R2= 1339 lbs
bef= 0.763 in _
Mmax= 3827 ft-lbs
—71
L
Page 8 Design Calculations
Lyons
Design Calculations
Compre��ion Force on Horizontal Beam
Comp 582.91 lbs 15%
Bend 4%
"1-c Otal 1996
Shoulder Reaction- 0 lbs
Bending NI(k-in)
Ft-Lbs 0.00
of
Leeward
0 1.00 Full Mansard Only
Subtotal 1.00
SMB Properties for Design Major Axis
I b d t«• tf A Ix Sx rx h- Sy ry
S2X 1 2 1 0.016 0.100 0.782 2.000 1.000 1.600 0.470 0.471 0.775
S2XS 2 5 0.050 0.116 0.917 3.644 1.510 1.993 0.592 0.592 0.800
S2X6 2 6 0.050 0.120 1.022 5.660 1.944 2.354 0.685 0.685 0.819
S2X7 2 7 0.055 0.120 1.229 8.472 2.425 2.626 0.849 0.850 0.831
S2X8 2 8 0.072 0.224 1.847 16.557 4.441 2.994 1.215 1.22 0.8109
S2X9 2 9 0.082 0.306 2.357 27.16 6.123 3.395 1.524 1.53 0.804
S2X 10 2 10 0.092 0.374 3.013 42.282 8.462 3.746 1.926 1.93 0.8
6005T5 Results -�
Member Fc Fa Fbx Mx Fby My
S2X4 0.742 0.58 8.74 8.74 5.38 2.53
S2X5 1.151 1.06 9.20 13.90 6.08 3.60
S2X6 1.538 1.57 8.96 17.42 5.03 3.45
S2X7 1.517 1.86 9.19 22.29 4.72 4.01
S2X8 2.200 3.78 16.30 72.39 11.10 13.49
-
S2X9 2.300 5.42 20.18 120.97 16.45 25.10
S2X10 2.512 7.57 20.66 165.41 20.71 39.88
fin
(71
Page 9 Design Calculations
•
INVOICE:
TO: Matthews
DATE: 6/15/16
PROJECT: Lyons
FEE: $150.00
Remit To: Cleve E. Dryden, PE
2108 Delta way
Suite B
Tallahassee, Florida 32303
Thanks for the opportunity to provide this service!
rn
CD