313 Porchester Dr; 17-1971; SCREEN ENCLOSUREIVWECITY OF SANFORD
BUILDING & FIRE PREVENTION
JUN 2 8 2017 PERMIT APPLICATION
Application No: 1
Documented Construction Value: $
Job Address: 313 Porchester Dr. Sanford, FL 32771 Historic District: Yes No
Parcel ID: Residential U Commercial
Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move
Description of Work: Install new Screen Enclosure on top of existing 10' x 33' concrete patio
Plan Review Contact Person: _ 5R lZ 1U c N c arA P 0 Title:
Phone: SZ J- '7 o Fax: Email: Tl E IS 51 1Gt'Ar UC7 on- (on' lrr , ram"
Property Owner Information
Name Angela Gelinas
Street: 313 Porchester Dr.
City, State Zip: Sanford, FL 32771
Name Icon Design Group Inc
Street: 6015 Allen St.
City, State Zip: Mount Dora, FL 32757
Phone:
Resident of property? : Yes
Contractor Information
Phone: 561-305-4477
Fax:
State License No.: CGC 010154
Architect/Engineer Information
Name: Michael Thompson, MSc, P.E. (P.E. #47509)
Street: 4401 Vineland Rd. - suite A6
City, St, Zip: Orlando, FL 32811
Bonding Company:
Address:
Phone: 407-734-1470
Fax: 888-923-8181
E-mail: aluminumscreendesign@yahoo.com
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 ofall laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found is 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 ofpermit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time ofpermit submittal- A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated constriction 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 coact 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 that all work will
be done in compliance with all applicable laws regulating construe on d zoni 7
n Lo -7-1-7
Signature o . Agent Date Si orContructor/Agent Date
1-7
Tint Own Agent's Name nt Cont actorfAgent's Pia
i)-v (Ah 0
Signature of State of Florida of -Shale of F Date
MARIE GHORAYEBo't`r °"
i'•.- JOSEPH J. GARCIA
3:. .t ? Notary Public - State of Florida Notary Public, State of Florida
Commission # GG 037042 Commission t FF 54470N • Or`
My Comm. Expires Dec 18, 2020 My con,, :fiir ls?*t tF.. 2017
Owner/Agent is Personally torlAgent is naf y` nowW M oorn
Produced ID , - Type of ID F-L .D L- FK P Lp12 11q Produced ID Type of ID
Permits Required: Building Electrical Mechanical Pluunbing Gas Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 5F G ' i D , %
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION SEQUENCE
BP#
OUILDINQ PERMIT
Min Max Inns ectio.n Descrilgdon,
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour, .
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address: 5 r 5, (20"41,snR--
Min Max I(ns ection Descrilgtion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
ee++ !99{{qgy 1x pp qq Tg `pp`er,, # pl!p 11gg
t'^9*''R Aw•Y'nT+. .S ST., :L4
6" aq NC ^.` 21 ,kw`re?k i ak w:A^n"'+'V?, PA.w,.wr fw ,. Ye..b9s, kve ea° +.NbR. .,,
Mini MaxInspection l DescIl'll Lion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min Max Inspection Descn°n ti2n
Mechanical Rough
Mechanical Final
Min Max
Gras Under
Gras Rougf.
Gas Final
Des
REVISED: June 2014
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 6-27-17
I hereby name and appoint Steven Sherman
an agent of. Icon Design Group Inc.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
313 Porchester Dr. Sanford FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Alberto Ramudo
State License Number: CGC - 01
Signature of License Holder:_
STATE OF Fl
COUNTY OF
7/7/31
The foregoing instrument was acknowledged before me this '-)-day of ,
2(ff/4 , by AI b..t. - 1 1 1wt d who is personally known
to me or who has produced L4-c l- as
identification and who did (did not) take an oath.
otar
JOSEPf! J. GARCIA
Notary Public, State of Florida
a Commission t FF 54470
MY c om.m. erpirecs Sent 16, 2.017 ,1
Rev. 08.12)
1gn
5t, r(I eCT C
Print or type name
Notary Public - State of LdYr
Commission No. u
My Commission Expires:
Contract # 923JVGa
Icon Design Group Inc.
FL CGCO10154
1200 N. Federal Hwy., S-200
Boca Roton, FL 33432
407) 565-2235 (561) 305-4477
Owner/Agent
Angela Gelinas
313 Porchester Dr.
Sanford , FL 32771
Sob# Est. Date Loc. Code Ref. B Terms
CL-007 6-6-17 See below
fob Description/ Scope of work — Build 10' x 33' screen enclosure with 3" insulated roof on
existing concrete patio
CONTRACT PRICE including Taxes: $ 6,997.00
1,000 deposit, $3,000 draw, Balance due upon completion
App
ACCEPTANCE OF WORK CONTRACT
I/We hereby accept and agree to this Contract, including the Terms and Conditions.
Approx. Completion Date 7/14/17
z LZ -417ContraonDate 12 Purchaser. ate _
ACCORDI 0 FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-7 3.37, FLORIDA STATUTES), THOSE
WHO W K ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A
RIGH TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A
CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -
SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE 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." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS
RECOMMENDED THAT YOU CONSULT AN ATTORNEY.
FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND
PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE
MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED
VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND
AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING
TELEPHONE NUMBER AND ADDRESS: Construction Industry Licensing Board 1940 North Monroe Street Tallahassee, FL
32399-0783 Phone: 850.487.1395
RECORD COPY
14
M.- IR_..,
Plan Types
21'creen Room
Pool screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH)
Pool Screen/Gage (Non -Removable Screen — Designed towithstand
FOR CODE COMPLIANCEREVIEWED
Gar Port
Patio Cover PLANS EXAMINER
Other: — -DATE
5a i -
Reference Ne l2euision( Date:
Troject Address: 13 pow-Ltt
City: A O F,60- F w
w arrNrin nl Y01 rTm7n ruil Addre:
City:
Zip
Cc Phone
Email;
Chop
For
Fed yr
yla"I'LLJ 3ptign '
gofto Www1alv t.
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A
PERMIT ISSUED SHALL BE CONSTRUED TO BE A 0
n- LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET ASIDE
ANY OF THE PROVISIONS OF THE TECHNICAL CODES,
NOR SHALL ISSUANCE OF A PERMIT PREVENT THE
BUILDING OFFICIAL FROM THEREAFTER REQUIRING
A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION
OR VIOLATIONS OF THIS CODE Fed
Ex*F_ 1 No of Copies co
and provide PedEx account to
pay by credit card) GA*
209MO G
17-
1971
n
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inl
F-0
Ul
14MINUMSCREEN DESIGN
Exposed Category; C Risk Category.
ck Conventional[]
Top Plate x 33 Kick Plate
Mansard
ck Conventional
Uprights . .X , Purlin --x
Car Part:
Insulated Pan
Fascia Wall: Block El Conventional
Beams x--Post
patio Cover::
Insulated Pan D
Tall: Block[l ConventionalFascia
Beams x Post
CCo ete:
xisting New: 4" Slab[-] PieroRibbon Footer x
Other:
E
avers
Note: In the event that there is a conflict with the design plans and general notes and design standard, the contractor
shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/ construction
between the plans and the general notes and design standard.
a L IN",) EEC DE iASDAurria;jurn & C, .^,rslrE.;e-?-ian rngi. np General
Notes & Design Standards Screen
Patio Room Enclosure) The
following are general design standards. More stringent design standards may be noted on the plans. In the event of
a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent
dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Desiizn
Codes: Florida
Building Code 2014 (51 Edition) Aluminum
Design Manual 2010 ASCE
7-10 Design
Loads: Pursuant
to FBC Chapters 16 & 20 Ultimate
Wind: -130 MPH (FBC Table 2002.4) (35 psj) Risk
Category: -See attach site specific plan sheet (FBC Table 1604.5) Exposure
Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional
Load requirements: Structural
members supporting screened enclosures are designed for wind in both of two orthogonal directions using the
pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward
along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures,
purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member,
not occurring simultaneously with wind load. Design
Basis: Allowable
Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General
Requirements: Reproductions
of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information
shown as correct and obligates himself to any expense, real or implied, arising from their use. A
change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor
and must be submitted to the engineer for approval. The
general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all
existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural
engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared
by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review
and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear
no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation
and Earthwork: Applicable
only when unsuitable soils are encountered. When
unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil
bearing capacity — 2,000 psf Minimum Provide
neat excavation for footing and place concrete immediately after excavation and inspection. Pump
water from footing excavation if greater than one inch. Compact
all fill to 95% ASTM D698 density. Unit
soil weight = 105 pcf Internal
angle of friction = 30 degrees Coeff.
Of friction between footing and soil = 0.5 Michael
Thompson, P.E. #47509/CA#30930 4401
Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.
aluminumscreendesign.com
ASD, 'u m i " u rn & C n n S If u C i on En1c, i n C n g
Structural Aluminum:
Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum
design.
All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046"
Splicing prohibited without prior approval as to location and type.
Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced.
Aluminum Protection:
Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or
other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as
heavy -bodied bituminous paint or water -white methacrylate lacquer.
Screws:
Aluminum self -tapping screws shall conform to ASME B 18.6.4 specification.
Self —tapping screws shall meet the requirements of ADM J.5
Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches.
For roofing and siding connection, use minimum #12 screws for end and side laps spaced at 12" max for side lap
and end lap fasteners shall be no more than 2" from the end of overlapping sheets.
Bolts:
Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium
plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall
be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter.
Bolts shall meet the requirements of ADM J.3
Chair Rails, Purlins & Wind Brace:
Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's
specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent
dimensions and member sizes prior to ordering materials, fabrication and/or construction.
Wind Speed =130 MPH
2 x 2 Chair Rail = 6'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0"
2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0"
Concrete
Conform to ACI 318, latest edition and ACI 301
Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi
Exposed chamfer edges shall be 1/4"
Reinforcing Steel:
Conform to ACI 318 and 315, Latest edition
All reinforcement steel shall be ASTM A615 Grade 60.
Smooth dowels & ties shall be ASTM A185
Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet).
Deformed bar anchors shall be ASTM A496, Grade 70
Cover: Footing 3"
Washer:
Washers shall be used under bolt heads and under nuts.
Hole Alignment:
Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips
and foreign matter between contacting surfaces shall be removed before assembly.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
157ffill; - A UA SCR N xGA5DAumnuM .:.0 0 ^. S.I{ Ur T i 0," E.nx.
Beams & Uprights:
In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more
stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations
prior to ordering materials, fabrication and/or construction.
130 MPH
PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS
Max Beam
Span & Max
Column Insulated Roof
Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span
3" Spans 13'-
2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 15'-0"
6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0"
2 x 5 10'-0" 2 x 5 9'-0"
2 X 6 12'-0" 2 X 6 10'-0"
Knee Bracing:
Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and
length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more
than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30'
max; 2 x 4 for beam span greater than 30'.
Purlin:
Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall
not exceed 7'-2".
Intermediate/Header Beam:
Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at
10 feet (max) when insulated roof span exceeds 15 feet.
Patio Cover:
Contractor is required to install insulated roof covering pursuant to the Florida product approval specification.
Overhang shall be a maximum of 1'-0" along the side, 3'-0" along the front and 1/2" along the front interface
between the super gutter and the attached pool cage knee riser wall.
Edge Distance:
Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer.
Michael Thompson, P.E. #47509/CA#30930
4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790
www.aluminumscreendesign.com
5T 6 L 4A b
J
DESIGNYEXTRUDEFASCIA IS ATTACHED 3" C CHANNEL IS ATTACHEDSTRUCTURE ALUMINUMINSULATEDROOFWITH # 0 11' 6T0 6" FROM ENDS 24" 3" INSULATED ROOF (6) #10 10/1" PER SIDE FROM
ENDS 24" O.C. EXTRUDED
GUTTER IS ATTACHED 3"
INSULATED ROOF WITH #10 1" 6" FROM
ENDS 24" O.C. ROOF
IS ATTACHED TO FRONT WALL WITH (
4) #10 4" PER PANEL , 2X2
POST .046 OR GREATER 2
HINGE 2X3
FRONT WALL TOP PLATE HINGE
LOCATIONS SCREEN
DOOR FULL Z OR DOOR
JAM STANDARD DETAIL EACH
DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" KICK
PLATE IS ATTACHED TO STRUCTURE WITH
410 1" 6" FROM ENDS 18" O.C. UPRIGHTS
ARE ATTACHED WITH: BLIND
SCREWED WITH (3) #10 3", CAPRI
CLIPPED WITH (4) #10 1" PER CLIP BLIND
CLIPPED WITH (4) #10 1" PER CLIP 1X2
IS ATTACHED TO FRONT WALL WITH
910 2" 6" FROM ENDS 24" O.C. CHAIR
RAIL IS ATTACHED TO UPRIGHTS WITH
EITHER: BLIND
SCREWED WITH (3) #10 3" OR, CAPRI
CLIPPED WITH (4) 910 1" PER CLIP OR BLIND
CLIPPED WITH (4) 41.0 1" PER CLIP UPRIGHTS
ARE ATTACHED WITH: BLIND
SCREWED WITH (3) 910 2" OR, CAPRI
CLIPPED WITH (4) #10 1 " PER CLIP & BLIND
CLIPPED WITH (4) #10 1" PER CLIP INSULATED
ROOF IS ATTACHED TO JLUNIINUM
STRUCTURE WITH 410 4" FROM
ENDS 24" O.C. 2X2
SIDE WALL TOP PLATE 1X2
IS ATTACHED TO BLOCK STRUCTURE WITH
2-1/4" X 1/4" TAPCONS 6" FROM ENDS
24" O.C. 2X3
SIDE WALL UPRIGHTS 2"
X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT
W/ (2) #10 1" & INTO CONCRETE W/
2-1/4" X 1/4" TAPCON mow:
I . . ,\ 1X2IS
ATTACHED TO CONCRETE WITH
2-1/4" X 1/4" TAPCONS 5"
X 1/4" IF THRU PAVERS) 6"
FROM ENDS 24" O.C. ALUMINUMSCREENDESIGN.
COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN
METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL
TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.
COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE:
407-734-1470 ORLANDO
FL 328ll OFTHEFLORIDABUILDINGCODEFOROPENANDSEMI -OPEN STRUCTURES AND SHALL- WITH STAND ULTIMATE WIND SPEEDS
OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. # 4.7509 FAX:
407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS A#3 093 Q
LEGAL DESCRIP7/0N• LOT 25, KAYS
LANDING PHASE 1, ACCORDING TO 7H£
PLAT 7HEREOF, AS RECORDED IN PLAT
BOOK 67, PAGE(S) 41-43 OF 7H£
PUBLIC RECORDS OF SEMINOLE COUNTY,
FLORIDA.
313 PORCHE37ER LOW
SANFOtO, FL.
MANZO &
ASSOCIATES, P. A.
Long Surveying, Inc.
Specwlamg inR,,idm/inl Su-gMg"
LB No, 7371
1061 S. Sun Dr. Ste. #1113
Lake Mary, FL 32746
Office 407-330-9717 or407-330-9716
Fax 407-330-9775
longwlneving.cnm
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ANGELA GELINAS
MANZO & ASSOCIATES, PA.
CWCAGO TITLE INSURANCE COMPANY
FIRST INTH7NET BANK OF INDIANA
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0070 F 09/28/07
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80022 03/29/17
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NE x BARB
WRE FENOl yi' MOLD
FENCE if CLAM
LINK FENCE i iPLASTIC
FENCE BEARINGS SHOiW HEREON
ARE BASED UPO1 7HE WES7ERLY LOT
LINE OF LOT 25 BEING N09 48"51 "
W PER PLAT N07EM 1) 7NIs
y
I. bead an the Wd d-,Vtlm w pm~ b1 be af t
2) mi. Surveyor
hw not dd .&-f bs /and shornh— Id w -fa fight.' wy
or rwb ti-. of ,--d s*A h may of-fthe
IN/. a use of the 1md 3) Do not -.-t
cf prq-ty IMm f— b,,Adkg U- 4) No Mothq ar
owd-w haw bean boated excmt w ah.. 5) No Anptoarnanb a
ut/ltfm how b~ /oc w mvwt w Mom B) Not dd
e*
h-t a .lgnature and b. aubUtk~ elm&mk esd or
the oVkld ,anted and of a Fkrkb Ik--d Surwyo• and
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Nly bat ihb wrwy nw made and r my aWretkn pd that RmIAmhkmt. kal .tandard e I-M by
Ma L d wad .9nwyan and Ar a¢Jetr, ff,
Aamkbbaths Code, pursuanktb;T.cjkir >vlda
Statutes L. No. 5910
I THIS INSTRUMENT PREPARED .,eg:/ v
l llll i il lltl lilll itll(ill l ll l litl
Address i 4: 1?wMSQ:.s f' c' G6;RNT NALOYf SEN114OLE COUNTY
f,),V—rtrll o rL 7 iro CI_ER14 OF CIRCUIT COURT & CONF'TROLLER
BK 8917 F'a 4.13 (1F`s ,)
NOTICE OF COMMENCEMENT CLERIC'S T 20170L8081
RECORDED 07/05/2017 03 -4ii3:37 I'Ni
State of Florida RECORDING FEES $i.i —00
County of Seminole 1 "'--!
g 7 / / RECORDED BY ndevore
Permit Number: BP200103 Parcel ID Number: v 3 `1- I - 3e " Si C( - Cc0c - 0 2
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DfWSCRl§TIONfort/ 5ina eP arniIy t101T1e ript3l.SfF'ofcflesLer retanTord,f
f-t"V 7l
G
x 3Q GreenQN OFEnclose e
IMPROVEMENT:
CONTRACTOR:
Name: Icon Design Group Inc.
Address: 1200 N. Federal Hwy., S-200 Boca Roton, FL 33432
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date 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 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the b t of my knowledge and belief.
I Angela Gelinas
DWiTEr Signature Owners Primed Name
Florida Statute 71 .13(1)(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
State of I D r i C- L2 County of S eM
The foregoing instrument was acknowledged before me this ':[J}day of e L. n lam. .20
by A n Q .1 n 7 Who is personally known to me
Name of person making statement 1 -i
Q
OR who has produced identification ype of identification produced: R— C _ 45 L•
i
1 - jO v O
MARIE GNORAYEB C 1 1MkAel
aP `ts
a , . ? Notary Public - State of Florida Notary Signature
Commission # GG 037042
My Comm. Expires Dec 18, 2020