HomeMy WebLinkAbout115 Crown Colony Way (2)M
CITY OF SANFORD PERMIT APPLICATION
Permit # : V _1 u
Job Address: %% L' t oW: CO
Description of Work: l X pl ter Cn
Historic District:
Date- k - R - 014
Zoning: Value ofWork: S g3V3,rn3 Permit
Type: Building Electrical zvM Mechanical --7 -`-
Plumbing "
y`'`'-
Fire
Sprinkler/Alarm Pool Electrical:
New Service - # of AMPS 'v/ Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential —6 ReplacementpNew (Duct Layout & Energy Calc. Required) 71WPlumbing/ New
Commercial: # of Fixtures # of Water & Sewer Linesy # of Gas Lines AO Plumbing/New
Residential: # of Water Closets 4419- Plumbing Repair -Residential or Commercial_ Occupancy Type:
Residential Commercial ,N Industrial _40 Total Square Footage: HOC Construction Type: #
of stories: _pf - # of Dwelling Units: _0 Flood Zone: t (FEMA form required for other than X) Parcel #: J
5' In Owners Name &
Address: Attach Proof
of Ownership & Legal Description) Phone: Contractor
Name&
Address: her t;% n QI10AA
hakcil'fQ AkoZznuv,r1 Ayos_kure% OT %yevemtlt rhC aK5 1
rn.Z,Ff. 04'ZSa State License Number: lJCC Mk"4Q51S Phone & Fax:
3rei 1 4Se1- 3"3 „ Contact Persons O Phone: gal • q S ei • 33 a Bonding Company:
Address: Mortgage
Lender:
Address: ArchitecUEngineer: -
JAN
3 2004 Phone:. Address: Fax:
Application is
hereby made to obtain a permit to do the work .and-jnstallati nsML rt'
n
work or installation has commenced prior to the issuance of
a permit and that all work will be performed to mi:et'standards i ti in this jurisdiction. I understand that a separate permit must
be secured for ELECTRICAL WORK, PLUMBING, SIGNS, AC S BOILERS, HEATERS, TANKS, and AIR CONDITIONERS,
etc. - OWNER'S
AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and
zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In
addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county,
and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agenciel of peril
is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, S 713. fa.oy -
q - a 00 Signature of
Contractor/Agent Date t'ier%,
C_k 4=1:>. 0,
raw Print Contractor/
Agent's Name / Signature of
Notary -State of Florida Date Owner/Agent
is Personally Known to Me or Produced ION
APPROVED
BY: Bldg: D - I - ZZ -0 4 Zoning: Initial & Date)
Special Conditions:
Contractor/Agent
is _ Personally Known to Me or Produccd ID
r i-A » / L Initial & Date)
Utilities: Initial &
Date)
FD: Initial &
Date)
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ADDR.
NOTICE OF COMMENCEMENT
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA -
COUNTY OF SEMINOLE
I lost In Its 11 Rol It Sao a SIR It ago" Wolof \Yalu 1. e. .1 •• • +.
MRRYNK MORE, CLEF( OF CIRCUIT COURT
SEMINOLE COUNTY
BK 05164 PG 1664
CLERK'S # 2004005728
t'UNDE.D 01/13/2004 1200i49 PM
RECIINDINO FEES 6.00
0 iV 117011ey
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.
Description of property: (legal description of the property and street address if available) 115 Crown Colony Way
Parcel #: 33-19-30-5QS-0000-0570
2. General description of improvement: Screen room with new I O'x2O' concrete slab
3. Owner information: Joseph & Connie Casucci
a) Name and address: 115 Crown Colony Way, Sanford, Florida
b) Interest in property: Fee Simple
c) Name and address of fee simple titleholder (if other than owner):
4. Contractor (Name and address): ALUMINUM STRUCTURES OF BREVARD, INC.
645 S. Plumosa St. Suite 1 Merritt Island, Florida 32953
5. Surety: N/A
a) Name and address: N/A
b) Amount of bond: N/A
6. Lender (Name and address): N/A
1, f ! t '.. Ft
C ilpED," PY,I4.
NI RYANNE MORSE t'
3LER!( OF FIRCUIT C011R'il` Irt
SEMIh E COUN R!>}A
Ilk
ITY l
VA 2004
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13 (1) (a) (7)., Florida Statutes (Name and address):
8. In addition to himself, Owner designates of to receive a copy of the Lien or Notice as
provided in Section 713.139 (1)(b), Florida Statutes.
9. Expiration of date of notice on commencement (the expiration date is l year from the date of recording unless a different
date is specified): April 1, 2004
Signature of Owner) le-1
STATE OF FLORID
COUNTY OF BREVARD
The foregoing instrument was acknowledged before me this day of ' , 2004 by
Produced l- 'La1- 4 d 0 u58r; w identification and who di take an oat .
Signature of Notary My commission expires:
Print Name:
Title-
Idh SANDRA M. DARUNO
MY COMMISSION # CC 948799
EXPIRES: June 19, M
P, f • .• Bo1Med Thru Notary PuMl, Undelwrilsls
who
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL t Back i
cminuir Csxwnly ROYALTY CIR Z
O
oprrlr ,Appraiwr p w. 1'*
crervires
Z
I I01 F. 14r+1 M.
wnbnil 11. 3"-1
41 -411
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 33-19-30-5QS-0000-0570 Tax District: SANFORD Number of Buildings: 1
Depreciated Bldg Value: $92,129
MARONDA HOMES INC OF
Owner: FLA Exemptions: Depreciated EXFT Value: $0
Address: 1101 N KELLER RD STE F Land Value (Market): $21,160
City,State,ZipCode: ORLANDO FL 32810 Land Value Ag: $0
Property Address: 115 CROWN COLONY WAY Just/Market Value: $113,289
Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $113,289
Dor: 01-SINGLE FAMILY Exempt Value: $0
Taxable Value: $113,289
SALES 2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp
2003 Tax Bill Amount: $441
WARRANTY DEED 04/2003 04779 0081 $320,000 Vacant
2003 Taxable Value: $21,160
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 57 CROWN COLONY SUBDIVISION PB 61
LOT 0 0 1.000 21,160.00 $21,160 PGS 76 - 78
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 2003 7 2,053 1,617 CB/STUCCO FINISH $92,129 $92,592
Appendage / Sgft OPEN PORCH FINISHED / 21
Appendage / Sgft GARAGE FINISHED / 415
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www. scpafl.org/pls/web/re_web.seminole_county_title?parcel=3 319305 QS0000057C... 1 /28/2004
January 01, 2004
LAWRENCE E. BENNETT, P.E.
P.O. BOX 214368
SOUTH DAYTONA, FL 32121
386-767-4774
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
2004 "ALUMINUM STRUCTURES DESIGN MANUAL"
Dear Building Official/Plans Examiner,
This is to certify that the following contractor/company
is hereby authorized to use my "ALUMINUM STRUCTURES
DESIGN MANUAL" for the year 2004.
This authorization also applies to contractor Master File
Drawings, "ONE JOB ONLY" drawings, or any "SITE SPECIFIC"
drawings that I may furnish for the contractor.
Derick Scott Darling
Aluminum Structures of Brevard
645 So Plumosa St Unit 1
Brevard, FL 32952
The 2004 "ALUMINUM STRUCTURES DESIGN MANUAL" will be sent
out in March of 2004, so as to include any 2004 code)
changes. They are hereby added to my 2004 Master File.
Should you have any questions please contact me at your
convenience. /i
Sincerely,
Lawrence F/,/ Bennett,I P.E. #16
PLAT OF BOUNDARY SURVEY for: MARONDA HOMES, INC.
DESCRIPPON: LOT 57, CROWN COLONY SUBDIVISION
RECORDED IN PLAT BOOK 61 PAGE(S) 76 thru 76
PUBLIC RECORDS OF
SEMINOLE
COUNTY. FLORIDA
b TRACT'B'
N
j CONSERVATION # ACCE55 EASEMENT
W
S04048141 "W GO.131
a 5' )a 20'
GRAPHIC SCALE 116 D.E. \
dcl•r/G
LOT 58
O
M
j ENE ST Y
N
W
tn
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Z
m -
Ifs
p V
Kt — -- 10u.E.) —
N00009'02"W
0.09'
O LOT 56
O
a0
ANS REVIEWED
JTY OF SANFORD
W
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Ln
z
Y Goc/G pro
500 09 02 E— 60.00 --
f
2. loG
N17/
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U.S • IDS
APT `tip _ CROWN WWNCOLONY _ AY
NOTES: fKNo.3 19 (FOUND 3°°'o9°rE
FLOOD CERTIFlCATION
1. BEARINGS ARE BASED ON THE CENTERLINE BASED ON THE FEDERAL EMERGENCY
OF CROWN COLONY WAY BEING SOOI"'02•E. MANAGEMENT AGENCY FLOOD INSURANCE
2 UNDERGROUND IMPROVEMENTS. ROOF OVERHANGS CERTIFIED TO: RATE MAP. THE STRUCTURE
AND FOOTERS HAVE NOT BEEN LOCATED. SHOWN HEREON DOES NOT LIE WITHIN
3. ELEVATIONS ARE BASED ON NATIONAL GEODETIC Joseph & Concetta Casucci THE 100 YEAR FLOOD HAZARD AREA.
VERTICAL DATUM OF 1929.
Wells Fargo Home Mort THIS STRUCTURE LIES IN ZONE " X '
4. BUILDING TIES ARE TO FOUNDATION, g gage, Inc. COMMUNITY PANEL NO. 120289 0040. E
5. BUILDING TIES ARE NOT TO BE USED TO Kampf Title & Guaranty Corp. EFFECTIVE DATE: APRIL 17. 1995
CONSTRUCT DEED OR PLATTED LINES. MAP REVISION DATE:
6. BEARINGS AND DISTANCES SHOWN HEREON ARE Adnoram Title Company, Inc. (SUBJECT TO CHANGE)
MEASURED AND PER RECORDED PLAT UNLESS Chicago Title Insurance Co. OTHERWISE NOTED.
THE UNDERSIGNED AND CAVONE.INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON
PERTAINING TO EASEMENTS, RIGHTS OF WAY. SETBACK LINES. AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO
REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION.
ABBREV I A T)ONS/LEGEND.
Q FOUND 1 114' IRON PIPE (LS 2005) 0 FOUND O/ o. l ov! FOUND IRON PIPE FOUND CONCRETE MONUMENT
NO. -NUMBER P.T.-POINT OF TANGENCY CONC-CONCRETE W.E. - WALL EASEMENT
R.-RADIUS Pl-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.G-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENTCH. -CHORD P.C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENTARC -ARC LENGTH L.A.-LICENSED BUSINESS CH. BRG- ORD BEARING S.&I.£.-SIDEWALK & UTILITY EASEMENT D.U.&S.-DRAINAGE. UTILITY &
Q CENTERLINE A/C -AIR CONDITIONER PAD &DELTA (CCCENTRAL E
ANGLE) O.&U.E.-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT
THIS SURVEY NOT VALID UNLESS EMFOSSED
A VONE INC. WITH SIGNATURE AND RAISED :TEAL OF
A FL IDA LICENSED SURVEYOR AND MAPPER
LAND SUR%EYMS AND MAPPERS ,
300 COUNTY ROAD 427 SOUTH xw"
LONGWOOD. FLORIDA 32750-5499 DOMINICK F. CAVONE - PRESIDENT TELEPHONE (407) 830-
9080 FLORIDA SURVEYOR & MAPPER NUMBER 2005 FAX No. (407)
339-3636 LICENSED BUSINESS NUMBER 5073 RECERTIFIED FINAL LOCATION
01
FOUNDATION LOCATION 1p,
FORMBOARD LOCATION 5_
21-7103 STAKE HOUSE c;:, -
I Z-ab JIAnC LVI W.
O. STAKE
LOT 240 71000 W.O. STAKE HOUSE Z -:5- &194 WO. FORM CHECK yaa j CofoCo GJ WO. FOUNDATION,9242 -/
DI9 W.O. FINAL 2-/ZF W.O. RECERT LOT NEII CADD
FILE:CROWNCOL57.
DWG
t-
SCREENED ENCLOSURES
1" x 2" EXTRUSION ANCHOR
TO CONCRETE W/ CONCRETE
ANCHORS 6" MAX. EACH SIDE
OF EACH POST AND @ 24" O.C.
MAX. SELECT CONCRETE
ANCHORS FROM SECTION 9
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6 - 10 x 10
LDED WIRE MESH OR FIBER
MESH CONCRETE
SECTION 1
POST SIZE 2" x 4" MAX.
SIDE WALL POST TO PLATE TO CONCRETE DETAIL
1" x 2" EXTRUSION ANCHOR
TO CONC. W/ CONC. ANCH. 6"
MAX. EA. SIDE OF EA. POST
AND @ 24" O.C. MAX. SELECT
CONCRETE ANCHORS FROM
SECTION 9
MIN. 3-1/2" SLAB 2500 P.S.I.
CONC. 6 x 6 - 10 x 10 W.W.M.
OR FIBER MESH CONC.
SCALE: 3" = 1'-0"
HOLLOW POST TO BASE DETAIL
SCALE: 3" = V-0"
2" x 2", 2" x 3" OR 2" x 4"
HOLLOW SECTION
SEE TABLES)
MIN. (3) #10 x 1-1/2" S.M.S. I
SCREW BOSSES
MASONRY ANCHOR @ 6" EA.
SIDE OF POST AND @ 24" O.C.
MAX. SELECT CONCRETE
ANCHORS FROM SECTION 9
POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTS
General Notes and Specifications:
1. The uplift load on a pool enclosure upright is calculated as 1/2 the beam span x the beam
spacing x the screen load of 7# / Sq. Ft.
EXAMPLE:
FOR A 2" x 6" BEAM WITH A SPAN OF 23' AND A BEAM & UPRIGHT SPACING
OF T USE:
1/2 x 17'-11" x Tx 10# / Sq. Ft. = 627.2# UPLIFT
Table 1.6 of this manual uses the worst case loads for all cases.
In all cases there must be a primary anchor within 6" of each side of the upright.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
I
PAGE
ICOPYRIGHT2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, PE 1-:5
a
SCREENED ENCLOSURES SECTION 1
INTERNAL OR EXTERNAL
L' CLIP OR'U' CHANNEL CHAIR
RAIL ATTACHED TO POST W/
MIN. (4)#10 S.M.S.
GIRT OR CHAIR RAIL
2" x 2" x 0.044" HOLLOW MIN.
GIRT TO POST DETAIL
SCALE: 3" = 1'-0"
SCREW BOSSES
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767.6556
I
PAGE
COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -43
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
1/4" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ROW
LOCK INTO FIRST COURSE OF
BRICKS
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NOW
STRUCTURAL KNEE WALL
1" WIDE x 0.063" THICK STRAP
@ EACH POST FROM POST TO
FOOTING W/ (2) #10 x 3/4"
S.M.S. STRAP TO POST AND
1) 1/4" x 1-3/4" TAPCON TO
SLAB OR FOOTING
ALUMINUM FRAME SCREEN
WALL
ROW LOCK
BRICK KNEEWALL TYPE S
MORTAR REQUIRED FOR
LOAD BEARING BRICK WALL
4" (NOMINAL) PATIO
CONCRETE SLAB W/ 6 x 6 -
10 x 10 WELDED WIRE MESH
OR FIBER MESH CONCRETE
1) #5 0 BARS W/ 3" COVER
TYPICAL)
BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS
SCALE: 3/4" = V-0"
4" MIN. (2) #5 BAR CONT.
2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT,
BEFORE SLOPE ALL SLABS) a _ - /°/ 41
e II=111=1ICo
ll
III _
1=1-1=
1
a
I
Ii
MTI•o II I
I=
JETJ1= ;--
iI
8" 12
TYPE I TYPE II TYPE III
FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING
NOTES: 0-2" / 12" 2" / 12" - 1'-10" > 1'-10"
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF.
BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL
TEST OR A SOIL TESTING LAB.
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO
PLACEMENT OF CONCRETE.
3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM
THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A
MINIMUM OF 3-1/2" (4" NOMINAL) THICK.
4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH.
5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING
SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS.
SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL)
6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM.
SLAB -FOOTING DETAILS
SCALE: 3/4" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
IPAGE3-24 I O
NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
SECTION 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
Table 3.1.1-130 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 130 MPH velocity; using design load of 27 #/SF (50 #/SF for Max. Cantilever)
Aluminum Alloy 6063 T-6
2" x 2" x 0.044" 2" x 2" x 0.055"
Load
Width (ft.)
Max. Span 'L' I bendin 'b' or deflection d' Load
Width (ft.)
Max. Span 'L' /(bonding 'b' or deflection 'd'
1 S 2 Span 3 Span 4 Span Max.
Cantilever 1& 2 Span 3 Span 4 Span Max.
Cantilever
5 3'-11" d 4'-8" b 4'-6" b 0'-11" d 5 4'-2" d 5'-1" b 4'-11" b 1'-0" d
6 3'-9" d 4'-3" b 4'-1" b 0'-11" d 6 3'-11" d 4'-8" b 4'-6" b 0'-11" d
7 3'-6" b 3'-11" b 3'-10' b 0'-10" d 7 3'-9" d 4'-4" b 4'-2" b 0'-11" d
8 3'-3" b 3'-8" b 3'-7" b 0'-10" d 8 3'-7" d 4'-0" b 3'-11" b 0'-10" d
9 3'-1" b 3'-6" b 3'-4" b 0'-9" d 9 3'-5" b 3'-9" b 3'-8" b 0'-10" d
10 2'-11" b 3'-3" b 3'-2" b 0'-9" d 10 3'-3" b 3'-7" b 3'-6" b 0'-10" d
11 2'-10" b 3'-2" b 3'-0" b 0'-9" d 11 3'-1" b 3'-5" b 3'-4" b 0'-9" d
12 2'-8" b 3'-0" b 2'-11" b 0'-9" d 12 2'-11" b 3'-3" b 3'-2" b 0'-9" d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load
Width (ft.)
Max. Spa 'L' / bending 'b' or deflection 'd' Load
Width (ft.)
Max. Spa 'L' / bending 'b' or deflection d')
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
1 & 2 Span 3 Span 4 Span
Max.
Cantilever
5 4'-0" d 6-6" d 5'-5" b 1'-1" d 5 5-0" d 6'-3" d 6'-4" d 1'-3" d
6 4'-3" d 5'-1" b 4'-11" b 1'-0" d 6 4'-9" d 5'-10" d 5'-10" b 1'-2" d
7 3'-11" d 4'-9" b 4'-7" b 0'-11" d 7 4'-6" d 5'-7" d 5'-5" b 1'-1" d
8 1 3'-10" d 4'-5" b 4'-3" b 0'-11" d 8 4'-4" d 5'-3" b 5'-1" b 1'-0" d
9 3'-8" d 4'-2" b 4'-0" b 0'-11" d 9 4'-2" d 4'-11" b 4'-9" b 0'-11" d
10 3'-6" b 3'-11" b 3'-10" b 0'-10' d 10 3'-11" d 4'-8" b 4'-6" b 0'-11" d
11 3'-4" b 3'-9" b 3'-8" b 0'-10" d 11 3'-10" d 4'-6" b 4'-4" b 0'-11" d
12 3'-3" b 3'-7" b 3'-6" b 0'-10" d 12 3'-9" d 4'-3" b 4'-2" b 0'-11" d
2" x 3" x 0.045" 2" x 4" x 0.050"
Load
Width (ft.)
Max. Span 'L' / (bending 'b' or deflection 'd') Load
Width (ft.)
Max. Span 'L' /(bending 'b' or deflection 'd')
1 & 2 Span 3 Span 4 Span Max.
Cantilever 1 & 2 Span 3 Span 4 Span
Max.
Cantilever
5 5'-7" d 6'-3" b 6'-1" b 1'4" d 5 7'-2" b 8'-0" b 7'-9" b 1'-9" d
6 5'-2" b 5'-9" b 5'-7" b 1'-3" d 6 6'-7" b T-4" b 7'-1" b 1'-8" d
7 4'-9" b 5'-4" b 5'-2" b 1'-2" d 7 6'-1" b 6'-9" b 6'-7" b 1'-7" d
8 4'-5" b 4'-11" b 4'-10" b 1'-2" d 8 5'-8" b 6'-4" b 6'-2" b 1'-6" d
9 4'-2" b 4'-8" b 4'-6" b 1'-1" d 9 5'-4" b 5'-11" b 5-9" b 1'-5" d
10 3'-11" b 4'-5" b 4'-4" b 1'-1" d 10 5'-1" b 5'-8" b 5'-6" b 1'-5" d
11 3'-10" b 4'-3" b 4'-1" b 1'-0" d 11 4'-10" b 5'-5" b 5'-3" b 1'-4" d
12 3'-8" b 4'-1" b 3'-11" b 0'-11" d 12 4'-8" b 5'-2" b 5' 0" b 1'4" d
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER -DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
I PAGE3.30 I O
NOT TOO BEREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' 1 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b T-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5-11" b
2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b
3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b T-8" b 7'-5" b 7'-2" b
3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b
2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-O" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b
2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b
2" x 5" x 0.050" S.M.B. 23'-7" b 1 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16-0" b 15'-5" b 14'-11" b
2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b
2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b
2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'. b 9'-9" b 9'-5" b 9'-1" b
2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3' b 14' 4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b
For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF
Sections
Tributary Load Width 'W' = Purlin Spacing
3'-0"' 3'-6" 1 4'-0" 1 4'-6" 1 5'-0*' 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 1 7'-6'
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" bj 6'-1" b 5'-11" b 5'-8" b 5'-6" b
2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6-11" b 6'-8" b 6-5" b 6'-2" b 5-11" b
3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b
3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b
2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b
2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b
2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16-10" b 16'-0" b 154" b 14'-9" b 14'-2" b 13' 9" b
2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b
2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b T-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b
2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b
2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b
For 3 second wind gust at 130 MPH velocity; using design load of 15 #/SF
Sections
Tributary Load Width W' = Purlin Spacing
3'-0"' X-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-0" 1 7'-0" 1 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-1" b 7'-6" b 6'-11" b 6'-7" b 6-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b
2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b
3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b T-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b
3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6" b 7'-3" b
2" x 3" x 0.045" Hollow 11'-11" b 11'-1" b 10'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b T-10" b 7'-7" b
2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10" b
2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11" b 1 14'-3" b 13'-9" b 13'-3" b 12'-9" b
2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15-9" b 15'-2" b 14'-7" b 14'-1" b
2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b 7'-10" b 7'-5" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 6'-1" b
2" x 3" x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 8'-1" b 7'-9" b
2" x 4" x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'-4" b 11'-8" b 11'-1" b 10'-8" b 10'-3" b 9'-10" b 9' 6" b
Notes:
1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam
connection to the above spans for total beam spans.
2. Spans may be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214 68, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767.4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-39
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3
COMPOSITE ROOF PANELS:
4) 1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
f/ MIN. (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1'-0"
RISER PANELS AT TACHED P
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2" x 2", 2" x 3" OR 3"x 2"
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
@ COPYRIGHT 2003
PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 3-1 7
All
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.3.6 Allowable Spans for 0.024" PRO-FAB Composite Panels w/ EZ-LOCK for Various Loads
Metals USA, Building Products Southeast, Inc.
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
3" x 48" x 0.024" Roof Panel w/ EZ-LOCK I r:lacc Rnnme
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang !
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 2V-4" 2T-10" 23'-0" 20'-4" 22'-9" 2l'-11" 13'-6" 15-1" 14'-7" 15'-l" 17'-9" 16'-3" 4'-0"
110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-l" 13'-9" 154" 14'-10" 4'-0"
120 MPH 20'-4" 22%9" 21'-11" 17'-5" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-11" 13'-6" 4%0"
123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 10'-5" 11'-7" 11'-3" 11'-8" 13'-8" 13'-2" 4'-0"
130 MPH 18'-0" 20'-2" 19'-5" 15%1" 17'-9" 16%3" 9%10" 10'-11" 10'-7" 11'-1" 12'-11' 12'-6" 4'-0"
140 MPH 12'-4 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-2" 10'-3" 9'-11" 10'-3" 1l'-6" 11'-1" 4%3"
150 MPH 12'-4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 8'-7" 9'-7" 9'-3" 9'-6" 10'-8" 1 10'-4" 3'-11"
4" x 48" x 0.024" Roof Panel w/ EZ-LOCK I Glace Rnnme
Wind
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang I
Cantilever
Region 1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
All
Roofs
100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15-11" 17'-5" 19'-6" 18'-10" 4'-0"'
110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'-4" 15'-1" 18,-0" 17'-5" 4'4"
120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9" 15'-4" 14'-10" 4'-0"
123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'4" 11'-5" 13'-3" 1 12-10" 13'-5" 14'-11" 14'-6" 4'-0"
130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 13'-8" 4'-0"
140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" 10'-10" 11'-3" 13'-3" 12'-9" 4'-0"
150 MPH 13'-6" 15'-1" 14'-7" 1 1T-6" 15'-1" 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 12'-4" 1 11'-4" 4'-0"
5" x 48" x 0.024" Roof Panel w/ EZ-LOCK I Glace Rnnme
Wind
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang I
Cantilever
Region 1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
All
Roofs
100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 17'-5" 19'-5" 18'-9" 19'-8" 21'-11" 21'-3" 4'-0"
110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 14'-11" 17'-7" 16-2" 18'-2" 20'-4" 19'-8" 4'-0"
120 MPH 25-2" 28'-l" 27'-2" 21'-6" 24'-1" 23'-3" 1 13'-9" 15-4" 14'-10" 15-6" 18'-8" 18'4" 4'-0"
123 MPH 24'-2" 27'-0" 26'-l" 20'-11" 23'-5" 22'-7" 13'-5" 14'-11" 14'-6" 15-1" 18'-1" 17'-6" 4'-0-
130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 12'-9" 14'-3" 13'-9" 14'-4" 16-11" 15'-5" 4'-0-
140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16-5" 11'-4" 13'-2" 12'-9" 13'-4" 14'-11" 14'-5" 4'-0"
150 MPH 15-3" 1T 16'-5" 15-3" 17'-0" 16'-5" 10'-7" 12'4" 11'-5" 12'-5" 13'-11" 13'-5" 4'-0"
6" x 48" x 0.024" Rnnf Panel w/ F7.LOCK I Glace Rnnme
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 29'-l" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 19'-2" 21'-5" 20'-8" 21'4" 24'-3" 23'-5" 4'-0"
110 MPH 29'-l" 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 1 17'-4" 19'-5" 18'-9" 20'-1" 22'-5" 21'-8" 4'-0"
120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 26-8" 15'-l" IT-7" 16'-4" 18'-5" 20'-7" 19'-10" 4'-0"
123 MPH 26'-8" 29'-9" 28'-9" 23'-11 25'-9" 24'-11" 14%9" 16-6" 16-11" 17'-10" 19'-11" 19'-3" 4'-0"
130 MPH 24'-7" 27'-6" 26-6" 21'-8" 24'-3" 23'-5" 14'-0" 15'-8" 15'-2" 15-9" 18'-9" 18'-2" 4'-0"
140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 12'-11" 14'-6" 14'-0" 14'-9" 17'-4" 15'-11" 4'-0"
150 MPH 16-9" 18'-9" 18'-2" 16%9" 18'-9" 18'-2" 11'-8" 13'-7" 13'-2" 13'-8" 154" 14'-10" 4'-0"
Note: I otal root panel width = room width + wall wictri + overhang.
Lawrence E. Bennett, P.E. N FTOLS USRTM
CIVIL ENGINEER• DEVELOPMENT CONSULTANT
Building Products Southeast, IncP.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7674774
1107 NORTH THOMAS RD., LEESBURG, FL 34748
FAX (386) 767-6556
TEL: (352) 787-7766 FAX: (352) 787-4517
FLORIDA 1-800-342.-9077 NATIONAL 1-800-874-0002
PAGE
COPYRIGHT 2003
7_38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
4
SECTION 7 1 SOLID ROOF PANEL PRODUCTS
HOST STRUCTURE TRUSS OR
RAFTER
1" FASCIA (MIN.)
BREAK FORMED METAL SAME
THICKNESS AS PAN (MIN.)
ANCHOR TO FASCIA AND
RIZER OF PAN AS SHOWN
8 x 3/4" SCREWS @ 6" O.C.
8 x 1/2" SCREWS @ EACH RIB
ROOF PANEL
LLI - - _
Z 0-
Q LU
HEADER (SEE NOTE BELOW)
8 x 1/2" S.M.S. @ 8" O.C.
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
EXISTING HOST STRUCTURE: ANCHOR OR EQUAL
WOOD FRAME, MASONRY OR @ 24" O.C.FOR WOOD USE
OTHER CONSTRUCTION #10 x 1-1/2" S.M.S. OR WOOD
SCREWS @ 12" O.C.
ALTERNATE ROOF PANEL TO WALL DETAIL
SCALE: 3" = 1'-0"
PAGE
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH #8 x 1/2" LONG
CORROSION RESISTANT S.M.S. W/ 1/2" WASHERS. ALL SCREW HEADS SHALL BE
CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN.
PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE
ANCHORED THROUGH BOXED PAN W/ (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES
AND THE ABOVE SPECIFIED RIB SCREW.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386)767-6556
COPYRIGHT 2003
7.6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
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PREPARED BY:
WAYNE VON DREELE
4005 Maronda Way
Sanford, Florida 32771
KT# 57196 AMM/WYC
ATCII 03-12189
This 6pefim Warranty Deed Made the
IhNSTR 20030512433
OR RK 07089 PG 2388
MARTFiA 0. FiAYNIE; COMPTROLLER
ORANGE COUNTY, FL
09/09/2003 10:42:02 AM
DEED DOC TAX, 994. 70
REC FEE 6.00
LA-Sf PAGE 29th
day of August MARONDA
HOMES, INC. OF FLORIDA A.
D. 20 03 by a
corporation existing under the laws of the State of Florida, and having its principal place of business at 1101N. KELLER ROAD, SUITE F, ORLANDO, FLORIDA 32810 hereinafter
called the grantor, to JOSEPH CASUCCI and CONCETTA CASUCCI, husband and wife whose
post office address is 115 Crown Colony Way, Sanford, Florida 32771 hereinafter
called the grantee: Wherever
used herein the terms "grantor" and "grantee" include all the parties to this instrument and the
heirs, legal representatives and assigns of individuals, and the successors and assigns of corporatiolist ttneSSeth. That
a. grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt
whereof is hereby acknowledged, by these presents does grant; bargain, sell,, alien, remise, release,
convey and confirm unto the grantee, all that certain land situate in County, Florida,
viz: SEMINOLE LOT 57,
CROWN COLONY SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 61, PAGES 76, 77, AND 78, INCLUSIVE, OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA. SUBJECT TO
restrictions, covenants, easements of record if any, and taxes for the
current year. Parcel Identification
Number: 33-19-30-5QS-0000-0570 ogether with
all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. iA o
fLaveto -old, the same in fee simple forever. J Ll
ld the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it
has good right and lawful authority to sell and convey said land; that it hereby full warrants the title to said
land and will defend the same against the lawful claims of all persons claiming by, through or under the said
grantor. in Witness
bhereof the grantor has caused these presents to be CORPORATE SEAL)
executed in its name, and its corporate seal to be hereunto affixed, by its proper - officers thereunto
duly authorized, the day and year first above written. ATTEST MARONDA
HOMES, INC. OF FLORIDA Secretary Signed,
sealed
Fetid d ' eyed in the presence of: 1 ............ . . G
By WITN
S :...
A L AN`.... TOM GREENAWALT, Vice President 2............ . ............ 1
WITNE cxAVE
STATE OF'
FLORIDA COUNTY OF
SEMINOLE I HEREBY
CERTIFY that on this day, before me, an officer duly authorized in the State and County aforesaid to
take acknowledgements, personally appeared TOM GREENAWALT, known to me to be the VICE PRESIDENT
of MARONDA HOMES, INC. OF FLORIDA, a Florida Corporation, on behalf of the corporation. He
is personally known to me. WITNESS my
hand and official seal in the County and State oresaid this 29th day of
August , A.D. 20 03 o'0104,,
Angela Morgan v @
My Commission oo154013 ANGEL NOTARY
PUBLIC A MOR {1N Expires September29, 7.00s J MY
COMMSION
EXPIRES: 0.9/29/2006 MY COMMTSSTON
NTTTvTRFP- nn, r ni