1124 Travertine Ter - BR18-002596 - Screen Enclosurer
CITY OF
S. kN" F4O Building & Fire Prevention Division
PERMIT APPLICATION
JUNFIREDEPARTMENT
i-V
l 2018
Application No: 0 1
Documented Construction Value: S 5648
Job Address: 1124 Travertine Ter. Sanford, FL 32771 Historic District: YesF—]NoR
Parcel TD: 33-19-30-521-0000-0230 ResidentialEX Commercial
Type of Work: New[] Addition Alteration RepairD Demo Change of Use[] Move
Description of Work: Screen Enclosure - Footer
Plan Review Contact Person: Douglas Johnson Title:
Phone: 407-739-2680 Fax: Email: dc4harvick@gmail.com
Property Owner Information
Name Jerry Cutrona Phone: 386-801-9940
Street: 248 Via Tuscany Loop Resident of property? : yes
City, State Zip: Lake Mary, FL 32746
Contractor Information
Name Florida Pool Enclosures Phone: 407-260-2800
Street: 922 Hickory St Fag: 407-260-6411
City, State Zip: Altamonte Springs, FL 32701 State License No.: SCC 056689
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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.
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 standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, beaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code
Revised: January 1, 2018 Pcnnh Application
NOTICE: In additiori 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.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
4bone
ompli ce with all applicable laws regulating construction and zoning.
24A E5 Z 5 /8
Agc Date Signature f Contractor/Agent Date
JE22y Cv-ra0,yA
Print Owner/Agent's Name Print Contractor/Agent's Name
4/zo/8
Ailen Neil Thompson
A Commission I FF945979
Expires: January 13, 2020
a °, Bonded thru Aaron Notary
Owner/Agent is Personally Known to Me or
Produced ID Type of ID DL
Signature of Notary State of Florida ' Date
g'4'¢%,, Allen Neil Thompson
Commission 4 FF945979
Expires: January 13, 2020
a ' .nded thru Aaron Notary
Contractor/Agefif is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: SG' Q. a •t R
COMMENTS: Ok 40 CG sk c. 2,2 Ca x i 13,f Scter<t.,cc o.re
Revised: January 1, 2018 Permit Application
CITY OF
ORD
FIRE DEPARTMENT
Building & Firop Prevention Division
PERMIT APPLICATION
Application No:
Documented Construction Value: $
Job Address: Historic District: Yes No
Parcel ED: Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person: Title:
Phone: Fax:
Name
Street:
City, State Zip:
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Email:
Property Owner Information
Phone:
Resident of property? :
Contractor Information
Phone:
Fax:
State License No.:
Arch itect/Eng 1 neer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
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.
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 standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 611 Edition (2017) Florida Building Code
Rcviscd: January 1, 2018 Pcmiit Application
4/20/2018 SCPA Parcel View: 33-19-30-521-0000-0230
Property Record Card
Parcel: 33-19-30-521-0000-0230
Property Address: 1124 TRAVERTINE TER SANFORD, FL 32771
Parcel Information
Parcel 33-19-30-521-0000-0
O
M
O
O
III I
O2
230
Owner(s) CUTRONA, JERRY
Properly Address 1124 TRAVERTINE TER SANFORD, FL 32771
Mailing 248 VIA TUSCANY LP LAKE MARY, FL 32746-
Subdivision Name GREYSTONE PHASE 2
Tax District S1-SANFORD
DOR Use Code 0103-TOWNHOME
Exemptions
Legal Description
LOT 23
GREYSTONE PHASE 2
PB 68 PGS 81 - 87
Taxes
Sales
Find Comparable SaNs
Land
Building Information
Is Bed/Bath I incorrect? Click Here.
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 172,531 0 172,531
Schools 175,297 0 175,297
City Sanford 172,531 0 172,531
SJWM(Sainl Johns Water Management) 172,531 0 172,531
County Bonds 172,531 0 172,531
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 10/1/2016 08790 004 176,000 Yes Improved
WARRANTY DEED 8/1/2006 06368 0310 100 No Vacant
SPECIAL WARRANTY DEED 6/1/2006 06336 1737 281,500 Yes Improved
CORRECTIVE DEED 6/1/2006 06295 378 100 No Vacant
WARRANTY DEED 3/1/2006 06177 0327 1,376,900 No Vacant
Method Frontage Depth Units Units Price Land Value
37000LOT0.00 0.00 1 37,000.00
http://parceldetail.scpa0.org/ParcelDetaillnfo.aspx?PID=33193052100000230 1/2
41
Customer:
Address:
Subdivision:
Screen Room
Sun Room
Car Porch
Porch/Lanai
Rescreen/Repair
Florida Pool Enclosures, Inc. SALES CONTRACT
922 Hickory Street • Hitamonte Springs, FL 32701 State Certified Contractor SCC056689
Phone: 407-260-2800 • Fax (407) 260-6411 www.floridapoolenclosures.com
Pan Roof
Sunturf Sqft
Clear White SolarGray
Shingles Color
3 tab Architetural
Style
D ep
9 Mansard Style
Existing Deck: Concrete Pavers
Tear Down Sqft Type:
Grass Removal Sqft
Concrete Removal Sqft
Insulated KP- 2" 3
Pet Door Qty_
SM MD LG XL
Ig
E-mail: GO,-rbf.s Nvo- C,(? 6w.11L , OaA,
Home #:
Work #:
Mobile -
Fax #:
Vinyl
Acrylic
Glass
Trapezoid
Transom (Top)
Clear Grey Bronze
Horizonat Sliders
Bronze 18 x 14
O White 20 x 20
Sun Screen
Pet Screen
1-1 FL Glass
4'Concrete Slab Sqft
6"Concrete Slab Sqft
A Footer 8'x 87x12 Lnft
Acrylic Finish Co or
2" Deco Drain Lnft_
3'x3' Door Pad Qty
Other
Single Door QtyL—
Double Door Qty_
PCA Door Qty_
Custom Door Qty_
Thick Pavers Sqft_
Thin Pavers Sqft_
Travertine Sqft ---- £,
Coping Lnft--r
Color
SuperGutter 5' Lnft
SuperGutter 7' Lnft _
Seamless Gutter 6' Lnft
Seamless Gutter - 7' Lnft _
ROOF LAYOUT ONLY
Please check one:
To Soffit AttachmJentlO.H. Size -
Angle Fascia
1 1 I!
AIIiI'7'11c5 c 9[1E,3'JJnT
Ili i lY!I.___!__!_!I l 1011101110111111
f:i R i!I111 R 1NMI 1
Illlcr`i`i•V fivli!'rN\
SHOW LOCATION ON ROOF LAYOUT FOR SKYLIGHTS, FAN BEAMS AND DOORS.
Payment is due in full at the time of completion of work. A finance charge of 1 1 /2% per month shall be applied to all accounts not paid in full within 10 days of due date.
All material will remain the property of Florida Pool Enclosures until payment is received in full. Right of Access and Removal is granted to Florida Pool Enclosures in the
event of nonpayment per the terms of this contract. The customer agrees to pay all interest and any costs incurred in the collection of this debt including reasonable
attorney fees. If the customer refuses to allow Florida Pool Enclosures to begin work or complete work already begun, orto accept materials contracted for, customer
agrees to pay liquidated damages ofa sum equal to 33 1/3%of entire contract price plus cost of materials and labor already furnished or in progress.
NOTICE TO PURCHASER / DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK
You, the Owner, may cancel this transaction at anytime prior to midnight ofthe third business day after the date of this transaction. UcJcJ(
I acknowledge that I have read and understand this contract to include items listed on the
back is contract and a ee to its term40 s. Buyer
r lY I l•f.. jT'tVP A Seller: Florida Pool Enclosures Print
Name) (Subject to approval by Seller) Date
ZD t 2 Qj Date Owner/
Buy Representative Owner/
Buyer Approved By: ACCORDING
TO THE F ORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS
AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. IF YOUR CONTRACTOR OR SUBCONTRACTOR FAILS
TO PAY SUBCONTRACTORS, SUBSUBCONTRACTORS, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT,
EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON
YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT
YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY
PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED
TO YOU A 'NOTICE TO OWNER". FLORIDNS CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
R EQUME D INSPECTIONSEQUENCE Rpm
Bb'
k, DgPmq P*igm - I
nn Max- I<ns ecn Description Footer / Setback
Siemwall Foundation /
Form
Board'Survey Slab [Mono
Slab Pre our Lintel / Tie
Beam / FilI / Down Cell Sheathing — Walls-
Sheathing— Roof
Roof Dry
In Frame Insulation
Rough
In Firewall Screw
Pattern Drywall / Sheetrock
Lath Ins
ection Final Solar
Final Roof
Final Stucco /
Siding Insulation Final
Final Utility
Buildin - Final Door
Final Window
c lt)
FinalScreen Room Final. Pool
Screen Enclosure Mobile Home
Building Final Pre Demo
FinalDemo
Final Single.
Tamil - Redd'ence Final. Building
Other Address: Men
Maas.
Ins ection IIDescn'n don Electric Underground
Footer / Slab
Steel Bond Electric Rough
T.U.
G. Pre -Power
Final - Electric Final
ram:- - _::--_ 'L_
s-'..,,•:•:" Man Maix
Inspection IIDescuin tu®n Mechanical Rough
Mechanical Final
M Max
rms ectio n IIDescrn tnonn Gas Underground
Gas Rough
Gas Final
REVISED: June
2014
GENERAL NOTES
1. DESIGN CRITERIA:
RECORD COPY
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE .7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. ACI318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
11. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
11. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
OR EQUAL) TYP. ALL LOCATIONS.
4. WHEWINSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED. SA FOR BUDDING DIVISION
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1 "X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M.OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/. HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.,
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED.
REVIEWED FOR CODE COMPLIANCE A PERMIT ISSUED SHALL SE CONSTRUED TO BE A
ESPONSIBILITIES:
LICENSE TO PROCEED WITH THE WORK AND NOT AS -ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
PLANS AMINER AUTHORITY TO VIOLATE, CANCEL. ALTER OR SET CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
CODES, NOR SHALL ISSUANCE OF A PERAtIIT PREVEN E NOTIFIED OF ANY DISCREPANCIES. DATE THE RU.I.nINr_)rt:l fAt-+(In:: rE :F T R
REQ.1: ?tNtj !: (;I)!in T10ki III; ERrtOid: IN PLANS,
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"4.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"4.044"
2 x 5: 2"x5"4.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"0.050"
2 x 3 SNAP: 2"x3"0.050"
2 x 4 SNAP: 2"x4"0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"4.050"0.120"
2 x 7 SMB: 2"x7"4.057"4.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"x0.082"x0.124"
2 x 10 SMB: 2"00"4.092"4.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
tVO
ui
oc
o
ui
p
SUP&ORT HOST STRUC URE
IT
c m00
7" SUPER GUTTER N
i
I
2X2X0.044 ogo Ql
3 0\,`
2X2X0.044
c' m
ioXX
2X2Xo.044
N N 1
IX2 O.B. j cl 11
5'-72 '
22'-6"
SCREEN ENCLOSURE PLAN
SCREEN AREA 138 SQ.FT.
CONTINUOUS PERIMETER FOOTING
3000 PSI, MIN.) 8"X12"
2)-#5 REBAR, CONTINUOUS
3" MIN. CONC. COVER, 24" MIN.
LAP SPLICE
co
0
NX
2X2X0.044
2X2X0.044
1X2 O.B.
m m m
kn in t LA
N N N
O
PL
2X2X0.044 L
KICKPLATE X2 O.
23'-0"
FRONT FRAMING ELEVATION
LEFT FRAMING ELEVATION
v
0
X
NX
N
v
gm
N O
N +
00
0
N
X
RIGHT FRAMING ELEVATION
b
FLASHING
1"x2" FASTENTO COL (INTERNAL)
W/(2) 010xl-1/2" SMS, FASTEN TO
EAVE RAILS ABOVE W/ 010X1-Irr SMS
24" O.C. AND 6" FROM END
TABLE D
BEAM OTY EACH SIDEISIZE
2x3 4/12
2x4 8/10
2x5 8/10
2 x 6 10/10
2x7 12110
2x8 8/14
2 x 9 9/14
2 x 10 9/14
MAINTAIN MIN, OF 5V SEPERATION
FROM EDGE OF BEAM SMS O.C.
DETAIL E - UPRIGHT TO BEAM
CONNECTION SCALE: NTS
HORIZONTAL OR SLOPED
BEAM PER PLAN
NOTCHED TO RECEIVE
COLUMN WITHIN
SMS, (EACH SIDE)
OTY PER TABLE D
NOTCH PROFILE MAY VARY
TO PERMIT CORRECT 0 SMS
COLUMN PER PLANS
NOTE WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4- (MIN.)
ALTERNATELY 5" x 1/4" OUICKSETS 2-1/4' EMBEDMENT
1B"x2'x2"x ANGLE
503211-32 ANGLE r
2.010 SMS INTO COLUMN
1/4' MASONRY ANCHOR EACH o 0
ANGLE - EACH SIDE COL.—
MIN 4' SLAB 3000 PSI
CONC WFIBERMESH ?4?
CONC. FOOTING BELOW ----SIDE VIEW
1/4" MASONRY ANCHOR
AT EACH ANGLE _
SELF -MATING OR
SNAP SECTION TYP
PER PLAN
1'x2" 0 B BASE PLATE-TYP.
1.1/4' MIN. CONC.
ANCHOR EMBEDMENT
2' MIN. INCREASE DISTANCE
WHEN GREATER THAN 2x4
UPRIGHT IS USED
2) #IW
INTO BI
BEAM
INSTALI
TO COF
2 - 812 SMS
1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
2@WBASE
2 Q SLAB (BEYOND)
1"x2" BASE PLATE ANCHORED
TO CONC w/ 1/4' MASONRY
aANCHOR 6"MAX EACH SIDE OF
POST AND 24O.C. MAo CONC. FOOTING
BELOW--- FRONT VIEW DETAIL "B" -
2"x4" TO 2"x7" SELF MATING UPRIGHT TO
DECK DETAILS SCALE: NTS 2) 010x3"
SMS INTO SCREW BOSSES FOR
EDGE MEMBER,,,"," I EDGE
MEMBER °
OR PURLIN
00 CE DETAIL "
D" -
ROOF BRACING CONNECTION DETAIL SCALE:
NTS EDGE MEMBER
OR PURLIN
0.0625"
6063-T6 FLAT PLATE w/(8)
OIO)W4" SMS, MIN. 1/2" EDGE DISTANCE,
PLATE MAY BE FASTENED INTERNALLY
TO BRACE ALL MEMBERS
PER PLAN MEMBERS VARY
PER PLAN FASTEN TOP
OF HEADER TO INTERSECTING MEMBER w/(
2) 010 SMS w/1" PENETRATION INTO
SCREW BOSS OF MEMBER - TYP.
BOTH SIDES DOOR JAMB
PER PLAN
FASTEN HEADER
w/(2) 010)X INTOSCREW
BOSS OF HEAD ALTERNATE HEADER
CONNECTION WHEN Z-
BAR IS USED - FASTEN Z-BAR
TO COL/HEADER AT EACH CORNER AND
18" O/C ALTERNATE BASE
PLATE CONNECTION ATTACH MEMBER
TO BASE PLATE INTERNAL) w/(
2) O10x2" SMS ATTACH BASE
PLATE TO MEMBER w/(2)
O10)X SMS INTO SCREW BOSS OF
BASE PLATE ALUMINUM INTERNAL
OR EXTERNAL RECEIVING CHANNEL
w/(4) 01005" INTO GIRT
OR PURLIN 8 (2) 014x75" INTO BEAM
OR UPRIGHT 0.062 ANGLE CLIPS MAYBE
USED 1/4"
TAPCON (RED HEAD MFG. OR EOUAL) WITHIN 6' OF COLUMN 1-
1/2" PENETRATION INTO UNDERLYING FOOTING DETAIL "F" -
DOOR JAMB 3 HEADER CONNECTION SCALE:
NTS PURLIN II
5 MEMBER e. 010x2" SMS
INTO REW BOSSES
UPRIGHT, BEAM -
SNAP, SELF MATING,
OR HOLLOW DETAIL "C" -
GIRT OR PURLIN TO BEAM OR POST
DETAIL SCALE: NTS 2"IQ"
x.063" - DIM. TO MATCH PURLIN SIZE RECEIVING
CHANNEL 2) 012
SMS INTERNAL TO EAVE RAIL (3)
012 EACH SIDE INTO PURLIN EAVE RAIL -
SEE PLAN bQ OPEN
BACK EXTRUSION UPRIGHT
PURLIN 2)
O1Ox2-
SMS THRU W INTO EAVE RAIL
EACH SIDE OF COLUMN DETAIL "G" -
SLOPED PURLIN CONNECTION SCALE:
NTS 1-1/
2'x 1116* PLATE 12) 012x1'
SMS TOP OR BOTTOM) 1" SPACING
2'x2'
EDGE BEAM PVR 1N
2) OIO)
W SMS INTO SCREW
BOSSES CONNECTING EDGE
BEAM TO
PURLIN nQ' FASTENED
TO COLUMNwl(2)
010x1.1/2- SMS INTO SCREW BOSSES
FOR SMB OR SNAP
COLUMN I"IQ"
SNAP NOTCH COLUMN
AS REO'D COLUMN PER
PLAN ALTERNATE DETAIL"
G" SLOPED PURLIN CONNECTION
SCALE: NTS ILI J
J
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01/2018 REVISION 1: DATE
PAGE 3 REVISION 2:
DATESCALE- NTS
BEAM -SCREEN
ROOF Q Z w
0.
POST TO BEAM w 0 = FASTENING
SEE TABLE D) N V, R Fiii2
FASCIA AND SUB -FASCIA
2) 914 x Y SCREWS
REOUIRED KNEE BRACE
2X4 UPRIGHT 24" X 24"
USE ANGLE EACH SIDE FOR
2' X 2' TO POST CONNECTION
W/ HOLLOW POST
1/4" BOLT @ 24" O.C. MAX
WITHIN 6" OF EACH POST
FASTEN 2" X 2- POST W/(3)
EACH #10 S M.S. INTO SCREW
SPLINES
2' STRAP - LOCATE AND
FASTEN (DETAIL -Fr SHEET 3)
2" X 2- X 0 093" ANGLE W/(4)
12 S M S. EACH SIDE TO
BEAM TOSUPER OR
EXTRUDED GUTTER
SUPER OR EXTRUDED GUTTER
ISER (OR TRANSOM) WALL AT FASCIA
SCALE N T S
COMPOSITIVE EAVE RAIL W/
Y X 2' FASTENED TO BEAM/
UPRIGHT W/ (3) #10 X 1-1/2-
S.M.S. MIN/ INTO SCREW
BOSSES. 1' X 2" ATTACHED
TO 2' X 2" W/ #10 X 1-1/2" S.M.S.
24" O.C. CONTINUOUS 2- X
3" SNAP SECTION FASTENED
THRU SCREW BOSSES W/ (3)
MIN. #10X 1.1/2"OR2'X3'
HOLLOW SECTION FASTENED
THRU SCREW BOSSES W/
10 X 1-1/2 S.M.S
SCREEN (MAY FAC
IN OR OV
p SUPER SOFFIT
p---OR---
DETAIL "H"
SCALE: NTS
TABLE D
BEAM OTY EACH SDE/SQE
2 x 3 4112
2 x 4 8/10
2 x 5 8/10
2x6 10110
2 x 7 12110
2x8 8/14
2x9 9/14
2 x 10 9/14
MAINTAIN MIN. OF 5W SEPERATION
FROM EDGE OF BEAM SMS O.0
m
0 0 0 0 0I
F1 °
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0 0 0 0 o I o
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0
0
0,
0
F NOTE
F INSTALL
FASTENERS ALONG PERIMETER OF GUSSET BEAM
JOINT 3/8' MIN, FROM EDGE FASTENERS MAY
BE STAGGERED TO INSURE PROPER QUANTITY
PER TABLE B-1 FASTENER
PATTERN MAY APPEAR DIFFERENT FROM
ILLUSTRATION. MAINTAIN
12' SEPARATION BETWEEN FASTENERS MAINTAIN
31W MIN. FASTENER SEPARATION FROM BEAM
JOINT OR EDGE OF BEAM LAP FASTENERS
MAY BE EVENLY SPACED AROUNDEDGE
OF GUSSET WITHIN 3/8' OF BEAM JOINT FASTENERS
MAY BE STAGGERED TO INSURE PROPER
QUANTITY PER TABLE B-1 3/
16'-5052-H32 GUSSET TABLE
B-1 BEAM
SiffCOL TO BEAM
OTY
SMSISIDE
OF COLBEAM
TOBEAM
OTY
SMS/ FACE/
SCE 2
x 4 5) #12 9) #12 2
x 5 5) #12 9) #12 2
x 6 7) #12 9) #12 2
x 7 10) #12 10) #12 2
x 8 12) #12 14) #12 2
x 9 14) #14 14) #14 2
x 10 16) #14 15) #14 DETAIL "
K" GUSSET CONNECTION SCALE:
NTS 050'
GUTTER STIFFNER FASTEN
TO FASIA *2) 812x2'
WOOD SCREW FASTEN
TO GUTTER w(2) 12
SMS c-- ALTERNATELY
SEE PAGE 5 __V — DETAIL "
M" BEAM & PURLIN TO GUTTER CONNECTION
SCALE: NTS FOR
BEAMS ABOVE 2x8INSTALL GUTTER
BRACE AT MIDPOINT BETWEEN
BEAMS S INCLUDE 2' GUTTER
BRACE AT EACH BEAM LOCATION (
2) 912 SMS 2)(
WM- ANGLE vd(2) GIRT \ 12
SMS EA LEG 1/
8')Q'x4' STRAP 2) #12 SMS INTO BEAM 2) #
12 SMS INTO GUTTER 1/
8'xrx4' STRAP GIRT
2) #
12 SMS INTO BEAM 2) #
12 SMS INTO GUTTER 2x2x1/
8' ANGLE vW(2) 12
SMS EA LEG . SMB
0
WHEN
BEAM d PURLIN HIT
ONCORNER - FASTEN
OUTSIDE OF BEAM
dPURLIN w/
1B'x2 x2" ANGLE 6 (
4) #12 SMS EACH LEG FASTEN
INSIDE CORNER BEAM
TO PURLIN) w/
1/8'x2'k2" ANGLE w/(
2) #12 SMS INTO
EA MEMBER BEAM
3 PURLIN) 2) #
14 WOOD SCREWS INTO
FASCIA 18' O.C. GIRT
SIDE
VIEW STRUCTURAL
GUTTER 2)
GUTTER BRACES EACH
w/(2) #12 SMS INTO
GUTTER 9 (2) 014 WOOD
SCREWS INTO FASCIA GIRT
FASCIA
2) #
12 SMS 2)
GUTTER BRACES EACH
vd(2) 012 SMS INTO
GUTTER 8 (2) #14 WOOD
SCREWS INTO FASCIA l/
8"x2'x4' STRAP 2) #
12 SMS INTO BEAM GIRT 2) #12 SMS INTO GUTTER STRUCTURAL GUTTER TOP
VIEW DETAIL "
L" CORNER CONNECTION SCALE:
NTS 9) #
10x2- Sh 1/
8' PLATE ON 45' ANGLE OR
1/8"x2'xY ANGLE vJ(4) 12
SMS INTO EACH INTERSECTING
MEMBER PERIMETE
FRAMING
DETAIL'
S-2" CABLE CONNECTION AT
CORNER SCALE: NTS 1/
8' STAINLESS STEEL 40'
MIN. BRAIDED CABLE 60•
MAX. 4'
MIN. SLAB WFOOTING
3/8' DIA x 3' EMBED CONC.
SCREW ANCHOR TAPCON
OR EQUAL) 3000
PSI CONIC. 40'
MIN. 6x6-10x10 MAX
WWM OR FIBERMESH 4'
MIN. SLAB w/
FOOTING 1.Sx5.5' ALUM. STRAP w/(
2) 1/4" DIA x 2-1/4" MASONRY
ANCHOR TAPCON
OR EQUAL) DETAIL
14" CABLE CONNECTION AT
FOUNDATION SCALE: NTS ifEBOLTFOR
ABLE
TENSION 1/
8" STAINLESS STEEL BRAIDED
CABLE 3000
PSI CONC 6x(
r10x10 WWM
ORFIBERMESH Uv-
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U v- 0 DESIGN DATE.
06/01/2018 REVISION 1:
DATE PAGE: REVISION 2:
DATE SCALE: NTS
61
6n,
I' - 20'
GRAPHIC SCALE
0 10 120
BOUNDARY SURVEY
PROPERTY DESCRIPTIOIIJ: LOT 23. GREYSTONE PHASE 2, ACCORDING TO THE MAP OR PLAT
THEREOF AS RECORDED IN PLAT BOOK 68. PAGE(S) 81 THROUGH 87, INCLUSIVE. OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
LECEND.-
G . DELTA/CENTRAL ANGLE
A/C a AIR CONDITIONER
BB BEARING BASIS
C • CALCULATED
CH - CHORD
CB - CHORD BEARING
COW - CONCRETE BLOCK WALL
C.M. - CONCRETE MONUMENT
CNA - CORNER NOT ACCESSIBLE
CONC. - CONCRETE
COV. - COVERED
ASPHALT BRICK
Ok to construct 22'-6" x 6' 1 W (138 s.f.)
screen enclosure as shown on plan.
CONCRETEEm PAVERS
41 UME BREAK
CENTERLINEOF-WAY LINE
BUILDINGGSETBACK LINE
PVC -VINYL FENCE/VF
WOOD FENCE/WF
CHAIN LINK FENCE/aF
DHU OVERHEAD UTILITY LINES
MAP NUMBER: 12117c Dols r
DATE' 09128107
ZONE: X
cm7inm TO:
JERRY CUTRONA
re" 1/Y
IIIkkA" CAP
or LOT EN
0 DESCRIBED ^ P03 • 0OINT OF BEGINNING —
POC POINT OF COMMENCEMENT or U
o • DOING BUSINESS AS POL POINT ON LINE
D.E • DRAINAGE EASEMENT PRC - PONT OF REVERSE CURVATURE
EDP EDGE OF PAVEMENT PRM • PERMANENT REFERENCE MONUMENT
EOW • EDGE OF WATER PSM • PROFESSIONAL SURVEYOR A MAPPER
r • FIELD PT - POINT OF TANGENT
FF ELEV - FINISHED FLOOR ELEVATION R RADIUS
I.D. • IDENTIFICATION RAD RADIAL
I.R. IRON ROD RP • RADIUS POINT
LP. IRON PIPE R/W - RIGHT OF WAY
L - ARC LENGTH S/W • SIDEWALK
LS • LAND SURVEYOR 19D - TO BE DETERMINED
LS - LAND SURVEYING BUSINESS TOO - TOP OF BANK
M - MEASURED lYP) •TYPICAL
MR -HON-RADIAL U.R. - UTILITY ROOM
O.R. - OFFICIAL RECORDS U.E. - UTILITY EASEMENT
WMOgpATERPC • PPOINT OF CURVATURE vi" - POWER POLE
PCC - PONT Or COMPOUND CURVATURE TEUE PED - TELEPHONE PEDESTAL
PCP • PERMANENT CONTROL POINT ELEC - ELECTRIC
PI - PONT OF INTERSECTION
TY POLE
P/E - POOL EDUIPMENT
Q, - U1N
C - SET 1/2' I.R. R CAP LB f7020 NOTES.
FOUND PROPERTY CORNER 1: THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS
O -FOUND CONCRETE MONUMENT 2.
PROVIDED BY THE CLIENT.
WELL O O - UTILITY RISER SHOWN
SURVEYOR K
HEREON FOREASEMENTS, RIGHTS WAAS NOTABSTRACTEDTHEY
OR m -
GAS METER _ LIGHT POLE RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OUYMiRE #
OR USE OF THE LAND. FIRE
HYDRANT - WATER METER 3: DO NOT RECONSTRUCT PROPERTY LINES FROM INTERIOR IMPROVEMENTS. (
BUI INCS FENCES ETC...) ADDRESS:
1124
TRAVERTINE TERRACE SANFORD,
FLORIDA 32771 Bradley
Cox & Associates CHECKED
BY: BC Land
Surveying FIELD BY: EL nEw
DATE:) 05/07/18 C
A ` v.) W. . LJLIE OLF=t REVISIONS: Sanford,
Florida 32771 Phone (
407) 323-9202 Fax (
407) 324-9661 W
W W .BRADLEYCOXSURVF,YING.COM 4:
NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT
AS SHOWN. S:
NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN
LOCATED EXCEP.T_AS SHOWN. 6.
NO WETLANDS AND/OR OTHE2.NATURAL FEATURES HAVE
BEEN LOCA..TED EXCEPT AS SHOWN.' 7. THIS SURVEI(' SHALL NOT' BE. USED FOR DESIGN OR CONSTRUCTION
IAATN• OUT `PRIOR -WRITTEN AUTHORIZATION FROM
THE SIGBINC .SURVEYOR. B.-
THIS SURVEY IS- NOT VAUD WITHOUT THE :SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED I
HEREBY CERTIFY THAT4K SURVEY OF THE HEREON DESCRIBED PROPERTY
WAS PREPARED-UMDE R MW.00RFCI SUPERVISION AND MEETSONESTANDARDSOF-PRAcrm SET FORTH BY THE FLORDA BOARD
OF PROFESSIONA4.SUAVEYDRS'AHD'MAPPERS "CHAPTER 3J-
17. FLORIDA ADMIALY TVE CODE: PURSUANT TO CHAPTER 472. FLORIDA
STATUTES. I
1 ,4 -.4 _ 1 //I ,1 05/10/18 LB
ADDRESS:
1124
TRAVERTINE TERRACE SANFORD,
FLORIDA 32771 Bradley
Cox & Associates CHECKED
BY: BC Land
Surveying FIELD BY: EL nEw
DATE:) 05/07/18 C
A ` v.) W. . LJLIE OLF=t REVISIONS: Sanford,
Florida 32771 Phone (
407) 323-9202 Fax (
407) 324-9661 W
W W .BRADLEYCOXSURVF,YING.COM 4:
NO FOOTINGS OR OVERHANGS HAVE BEEN LOCATED EXCEPT
AS SHOWN. S:
NO UNDERGROUND IMPROVEMENTS OR UTILITIES HAVE BEEN
LOCATED EXCEP.T_AS SHOWN. 6.
NO WETLANDS AND/OR OTHE2.NATURAL FEATURES HAVE
BEEN LOCA..TED EXCEPT AS SHOWN.' 7. THIS SURVEI(' SHALL NOT' BE. USED FOR DESIGN OR CONSTRUCTION
IAATN• OUT `PRIOR -WRITTEN AUTHORIZATION FROM
THE SIGBINC .SURVEYOR. B.-
THIS SURVEY IS- NOT VAUD WITHOUT THE :SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED I
HEREBY CERTIFY THAT4K SURVEY OF THE HEREON DESCRIBED PROPERTY
WAS PREPARED-UMDE R MW.00RFCI SUPERVISION AND MEETSONESTANDARDSOF-PRAcrm SET FORTH BY THE FLORDA BOARD
OF PROFESSIONA4.SUAVEYDRS'AHD'MAPPERS "CHAPTER 3J-
17. FLORIDA ADMIALY TVE CODE: PURSUANT TO CHAPTER 472. FLORIDA
STATUTES. I
1 ,4 -.4 _ 1 //I ,1 05/10/18 LB
7
THIS INSTRUMENT PREPARED BY:
Name: Allen Thompson
Address: P.O. Box 521136
Longwood. FL 32752
GRANT MALOY, SEMINOLE COUNTY
NOTICE OF COMMENCEMENT CLERKOF CIRCUIT COURT & COMPTROLLER
BY. 9159 Fs 1381 (1P9s)
CLERK'S : 2018072685
Permit Number: RECORDED 06/25/2018 11:17:30 AM
RECORDING FEES $10.00ParcelIDNumber. 33 - /9 --TO - • 7- / ' 0000 - 0230 RECORDED BY hdevore
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement
I. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) i _T .717 — — - - — - -- — —
2. GENERAL DESCRIPTION OF IMPROVEMENT:
SCREE C/ rk(cWsv,e,E
3. OWNER INFORMATION/ OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: . / E/L P v (707, -01 `4 //7J _72"(16e;rllVE iF,t? ,0 /< /e/) oc 77 /
Interest in property: /.t/ A /F,
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Florida Pool Enclosures Phone Number. 407-260-2800
Address: 922 Hickory St. Altamonte Springs FL 32701
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
Address: Amount of Bond:
6. LENDER: Name: Phone Number.
Address:
7. PemOns wl1F.l- the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1xa)7., Florida Statutes.
Name: Phone Number.
Address:
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1 xb), Florida Statutes. Phone number.
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOBSEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOYMENCINGWOFNORRECORDINGYOURNOTICEOFCOMMENCEMENT.
nder penalty s of per)ury, de Tare t I have read the foregoing and that the facts stated in it are true to the best of my knowledge andelief. )
VvWwhft dOwns Lessee, or Lessee s (Pnnt Name and Provide S'rynatoys rft10 ,,) Auea zsd IDirectoNPatner/Msnaper)
State of County of 5-E1-f / Alo L F
The foregoing instrument was acknowledged before me this S TN day of JU4145 12018
by T,eo t0 Who is personally known to me O ORNomeofpersonmNdnostatement
who has produced identification O type of Identification produced:
Alien Neil Thompson
Commission It FF945979 tERrrFi py ,
Expires: January 13, 2020 hr { , '+` L'` _u,r cote,T r . 'Nouns Bonded
thru Aaron Noty! SIC` r >' '! :' ( r..