HomeMy WebLinkAbout142 Crown Colony Way (2)Permit # ` -l•
Job Address: % y C a o w N
CITY OF SANFORD PERMIT APPLICATION
COL 0"Nif w ,g,(
Description of Work: -fC RCt+J 4-c r, ,r\
o.N
Nr
Date:
J7-r JL
Historic District: Zoning: Value of work: 0,
Permit Type: Building 1 Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Additio&Alteation Change of Service Temporary PoleMechanical: Residential Non -Residential Replacement New (Duct Layout'& Eirergy Cato. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone FEMA form required for other than X)
Parcel #:
i (Attach Proof of Ownership & Legal Description) Owners Name & Address: rOf fA r4 7" 14 C O y Z C ICo M+N col_ o r.1 Y 4j y FoiL
l Phone:
Contractor
Name&Address: Fxt 2102 1•(b1rIFf/4VE?2f r,.c. -2 867 .J-1-0 jfrw/dt-L (- a2p
11??3 1
i81 1'67 3 ti Phone &
Fax: i ?rbi Z2^ L/ Y 9 7 3 C- 9 e 9.1' 7.i %1 Bonding
Company: = Address: '
Mortgage
Lender: Address:
Architect/
Engineer. 1 14 /L rtl Address:
Pa gx y3 x, PA-1-mm* is
hereby trade to obtain a permit to do the work and installhtions as Ind t 1z-
61'17 Application
issuance
of a permit and that all work will be performed to meet uandards_of all laws _ installation has commenced prior to the Permit
must be. secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOlating constructioninILERS, HEATERS, TANKS, and is
jurisdiction. t a separate 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. C
YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. TICE.
In addition to the mquire mo this perm they may be additional restrictions applicable to this property that rem thiscounty. and Were may be Boaal Perim req ' hom other governmental entities such as water managementdistricts, state agencies, omay befoundinther
federal agencblic rdsies. Acceptance
of perm ' veri t I will noti er of the p et of the requirements of Flo,(ida Lien Law, FS 713.f1 of
Signature
of Notary -State of Florida VwffffrA-
9-ant is _ Personally Known to Me or Produced
ID Date
I Signawrc of Contractor/Agent APPLICATION
APPROVED BY: Bldg 4-- [ Q`Do Zoning: Initial &
Date) Special
Conditions: Date
o,
g au+raor.Frs avdrr-,taettOttEl1#. DE GRAVE Date MY
COMMISSION I DO 184280 EXPIRES:
November 12, 2008 OF
FldtN Tft BWPI Nogry $snips Contractor/Agent rs Personally Knovm to Me or Produced
ID Initial &
Date) Utilities:
Initial &
Date) 1*
FD:
Initial &
Date) fp
L-A"1. oc)
CITY OF SANFORD IIERMFf APPLICATION
Permit No.: Date:
Job Address:
Permit Type: _.000f Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work: G' ze,,,? —,e it
Additional Information for Electrical & Plumbing Permits
Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS )
Plumbing/Residential: Addition/Aiteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines
Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: Value of Work: S
Type of Construction: Flood Zone: - Number of Stories: Number or Dwelling Units:
Parcel No.: Jr S —10000 — 02 P O (Attach Proof of Ownership & Legal Description)-
Owner/Address/Phone: r (.t//a o iln24/,c 0 — Iy? C/I87tJ'7'1 6RP,c, (mot cu/
Contact Person, W1.4 or Ze
Title Holder (If other than Owner):
Address:
1 440 7 --268- 411a0
t'G/ State License Number:-S O 7.?
zT Phone & Fax Number:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer
QQ
r7- C/) Set rri fi71G Phone No.: S(FFo —%6 7 T %%Y"
Pig, ig. v 34 l'rot- 1,21a / Fax No.:
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, 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 agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
i '
ZZ-O
afore of Owner/ ent Date Signer tdra of ntractor/Agen Date
a5e >. r clT o kl relard #. Z
Print Owner/Agent's Name Prin Contractor/Agent's N
zz-may
Signature o Not Signature of Yota St 'Ural"" MARY '
Commission N DMIX111
E*" 10oA"arm.01= Bonded 0oeotraigh800.
432-4:54) Rod. a Note Assn., 1 (aoo432-4254) Florld: Notary Asan., Inc. pool........
2erAg=/
is Personally Known to Me or PoduID
Contractor/Agent
is Personally Known to Me or Produced ID
APPLICATION APPROVED
BY: Date: Special Conditions:
l
PARCEL DETAIL J Back > 1
a•mm>J• C,x nt
Tn('rfvOl phl urr
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nnt
I l u l k. Font 1i. 2 r
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 33-19-30-5QS-0000-0260 Tax District: Si -Number
SANFORD
of Buildings: 0
Depreciated Bldg Value: $0
SANTIAGO JOSE D 8
Owner. CECILIA Exemptions: Depreciated EXFT Value: $0
Address: 142 CROWN COLONY WAY Land Value (Market): $21,160
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address:
Just/Market Value: $21,160
Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $21,160
Dor. DO -VACANT RESIDENTIAL Exempt Value: $0
Taxable Value: $21,160
SALES 2003 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $441
SPECIAL WARRANTY DEED 11/2003 05128 0733 $145,600 Improved 2003 Taxable Value: $21,160
WARRANTY DEED 07/2003 04955 1160 $680,000 Vacant 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 26 CROWN COLONY SUBDIVISION PB 61
LOT 0 0 1 000 21,160.00 $21,160 PGS 76 - 78
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recent!y purchased a homesteaded property your next ear's property tax will be based on JustlMarket value
http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=3319305QS0000... 1 /23/2004
PLAT OF BOUNDARY SURVEY for: MARONDA HOMES, INC.
DESCRIPTION: LOT 26, CROWN COLONY SUBDIVISION
RECORDED IN PLAT BOOK
61
PAGE(S)
76 tiN 76 PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA ,
LOT4,BLOCK 'B'
LOT 3. B L O C K ' B '
IDYLLWILDE OF LOCH ARBOR SECTION - 6
m n PLAT BOOK 21, PAGE 40
N u a N0001 1'4G W 72.50' a
4
5' F.E. — Co' v i YL I-EhIL
a5' ICY 20' N
2d D.E. Z
GKARIIC SCALE
t1S a
E 0 0
Q;IN vp — — -- -- — — -- — — -- -- -- -- ¢ ~
Lp
NF" z zQpN
W
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o Cr
0
y 47
1_ U
LOT 27 G = cc
o LOT 25
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s9
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C 2 4-- 670 '
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CD"6- STa F2Y Z
Go uc . Lea G1-G
CERTIFIED TO: ;
Jose D. & Cecilia Santiago
Kampf Title & Guaranty Corp_
Adnoram Title Company,Inc•
Chicago Title Insurance Co. 11 311'
PLANS REVIEWEDaoo
CITY OF SANF RQ
FLOOD CERnFICAwN
BASED ON THE FEDERAL EMERGENCY '
MANAGEMENT AGENCY FLOOD INSURAN / /
RATE MAP, THE STRUCTURE C t / /
1 v E1
SHOIIN HEREON DOES NOT LIE WITHIN F i
THE 100 YEAR FLOOD HAZARD AREA, O 1 8 / 0 2,41151
MTHISSTRUCTURELIESINZONE ' X PZ , A fZ8
V /
I
A.
COMMUNITY PANEL NO. 120289 0040 E LC. V 3r. 00 D GH. 9E
1 a EFFECTIVEDATE: APRIL 17. 1995 y MAP
REVISION DATE: J' .
Q •57 c,15. O2 3 . o
9 in
SUBJECT
TO CHANGE) u POGO (•f d i N N NOTES:
v 0 C, 1.
BEARINGS ARE BASED ON THE CENTERLINE OF Gf WAY CROWiCOLONYWAYBEINGS00'11'46'E. 2.
UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS 's QO O O —' 4PC 5_0•11,46•E ANDFOOTERSHAVENOTBEENLOCATED. O 3.
ELEVATIONS ARE BASED ON NATIONAL GEODE TICVERTICAL DATUMOF1929. 4.
BUILDING TIES ARE TO FOUNDATION. 5.
BUILDING TIES ARE NOT TO BE USED TO CONSTRUCT
DEED OR PLATTED LINES. 6.
BEARINGS AND DISTANCES SHOWN HEREON ARE / MEASURED
AND PER RECORDED PLAT UNLESS 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. A
BORE VIA T IONS/LEGEND: FOUND
1 1/4' IRON PIPE (LS 2005)0 FOUND IRON ROD caRNrx Mar Fau n FOUND CONCRETE MODUTILI
NUMBERP.T.-POINT OF TANGENCY CONC-CONCRETE F.E. - FENCE EASEMENT R.-
RADIUS P.1.-PpNT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.-PONT OF REVERSE CURVATURE O.E.-DRAINAGE CH . -
CHORD P.C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-UTIL/Tr EA ARC-
ARC LENGTH L.B.-LICENSED BUSINESS CH.BRC.- ORD BEARING S.&U.E.-SIDEWALK & UTILITY EASEMENT D.U.XS.E.-DRAI rE
CENTERLINE A/C -AIR CONDITIONER PAD ADELTA CENTRAL ANGLE) D.4V.E.-DRA.NArA' k UTILITY EASEMENT SIDEW RE
THISSURVEYNOTVALIDUNi."SS It J—_SED VISION DA TE WITH
THE &r,N.!TJRE AND RA:SEO SEAL OF 7AVONE, INC. • A FL IDA UCE.4SED °UR'.£YOR AND %TAPPER LAND
SURVEYORS AND MAPPERS 300
SOUTH RONALD REAGAN BOULEVARD LONGWOOD.
FLORIDA 32750-5499 0016eNM,4 F CAV•JNE - PRESIDENT TELEPHONE (
407) B30-9080 FLORIDA SUP%FYOR 3 .MAFT*t'R NUMP£P 2005 F
N (407) 339-3636 RECERTIFIED
FINAL
LOCATION G Z45711)3 FOUNDATION
LOCATION WO f> &p FORMBOARD
LOCATION 7- 3-1-00 1- 23 STAKE HOUSE
I 7-24."3 AX o.
LICENSED BUSI/iE S NUMBER 5073 E-MAIL: CAVONE O CFL.RR.COM STAKE LOT i T i-ZQ03 W.O.
STAKE LOT W.O. STAKE HOUSE_? W.O.
FOUNOA TICK ZOO'S - /5 ZZ T WO. FINAL 200 3 - i 5 007 W.O.
FORM CHECX 00 3- 023Z W.O.
RECERT LOT by
CHIP CADO FILE:
CRONNCOL26.ONG
9 ? e- -,
z
y
I-k 1—
f,#N ; IA Co.
Lori T w
f(
GN
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3
INTERIOR BEAM TABLES:
SCREEN & VINYL ROO
1.3 _
GLAS OOMS:
PARTIALLY ENCL ED) 3.2.3
EN OSED) 3.3.4
rT--
H '
V,9 Z JP
SLOPED SOLID ROOF
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM TABLES:
SCREEN & VINYL ROOMS:
3.1.4
GLASS ROOMS:
PARTIALLY ENCLOSED) 3.2.4
ENCLOSED) 3.3.5
H
STRUCTURE OR
rH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION
CARRIER BEAM POST
HOST STRUCTURE OR
FOURTH WALL FRAME
j— USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 7674M
COPYRIGHT 2003 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1
SUREEN, ACRYLIC / Vj;;yL. GLASS & MODULAR ROODS I c_%.o . 10 N 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"x2'OR2"x3"HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST Aiii ACHED TO BOTTOM
V/ MIN. (3) "10 x 1-1/2" S.M.S. IN
SCREW BOSSES
TYPICAL UPRIGHT DETAIL
SCALE: 3" = V-0"
RIS LS ATTACHED
C T
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2"x2%2"x3"OR3"x2"
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 Q 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER • DEvELOPMENTCONSIJI.UNT
P.O. BOX 214300, SOUTH DAYTONA. FL 321:1
TELEPHONE (366) 767.4774
FAX (366) 707.63S6
COPYRIGHT 2003
PAGE
NOT TO BE REPROOUCE.71N WHOLE OR IN PART WITMOUT T IC •NiITTEN PERMISSIGN Oc LAwFIENCE E. BENNETT. P E 3-17
SECTION 7 SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETA
8 x 1/2" S.M.S. SPACED
EXISTING TRUSS OR RAFTE @ 8" O.C. BOTH SIDES
10 x 1-1/2" S.M.S. OR WOOD
OOD SCREW (2) PER RAFTER
OR TRUSS TAIL w
10 X 3/4" S.M.S. OR WOOD a oSCREWSPACED@12" O.C. — ROOF PANEL
TING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = 1'-0"
EXISTING HOST S CTURE
WOOD F E- SONRY ORi_ #
8 x 1/2" S.M.S. SPACEDOTHERCONSTRUCTION —
@ 8" O.C. BOTH SIDES
FOR MASONRY USE . i
1/4" x 1-1/4" MASONRY ;
AN HOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2" Q wS.M.S. OR WOOD SCREWS @ a p
12" O.C. -- ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 3" = V-0"
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE
WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE ALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE P EL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE ITN
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHOR ETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 F A
IMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STR URE.
Lawrence E. Bennett, P.
CIVIL ENCINEER • CEVELOPMENr CCNSUL rANr
P 0 Box :143Ee. SCUTM OAYTONA. FL 3212
TEL?PHCNE(M) 7E71774
x s i -; ••,eye
I
7-4 wrC'_ _ . -..- \ i/:-\q l--:.C'Aq r\I OCpSI;$JifN :F'1'NlscyC' S
SECTION 7 I SOLID ROOF PANEL PRODUCTS
TaCie 7.4.1 Struc;311 Building Sy3:smS Inc. Snap .Ii 1-ocX Z Composite Roof Panels
A;,'cwabi? Spans for Ccrrpcsita Rccf ?anels ) Various Loads
Aluminum Ailcy 310-4 H-14, H-25 Foam Care I.P.S. 1Ir Censity
r53ciurers' P-r-o'Prieiarl Products: Alurri.nurn Ailoy 31.05 H-14 cr H-25 Foam Core E.P.S. Ri Censi j
3' x 43" x 0.024" Roof Panel Glass Rooms I
Wind
C ,. Lures
Mono -Sloped Roof I Screen Recurs
oaf I Partially Enc:osed Enclosed rnCveang /
Cantilever
All
Roofsspan
3 1span
4
span
1&2
span
3 I 4 Ispanspan
132
span
3
span
4
span
132
span
3
span
4
span
21'-4• 23'-10' 1 2T.0- 22'-9' 121'-11' 1 1T-61 iv-1- 1a'-7' 15'-1' 1T-9' 16'-3' a'-0•
110 MPH 1'_t• 23'•10' 23'-0' 18'-8' 0'-11' 20'-2' 11'-7' 13'-6' 13'-1' 13'-9' 15'-4' 14'-10' 4'-0-
20'-4' 22'-9' 21'-11- a 19'-S 18'-10' 1 10'-8' 12'-5' 11'-6' 12'-6' 1T-11" 13'-6' 4'-0-
123 MPH 1 19'-6' 1 21'-t0' 1 21'-1' 15'-11' 18'-1T' 18'-3" 10'-5' I 11'-7' 11'-3' 11'-8" 13'-a' 13'-2' 4'-0'
130 MPH 18'-0' 1 20'-2- 19'-5- 15--1' I 1T-9' 1 16'-3' 9'-10' 10'-11' 10'-7' 11'-1' 12'-11 12'-6' 4'-0-
140 MPH 112'-4• 13'-9' 113'•3- 11Z-4- 1 13'-9' 1 13'-3' 1 9--2- 10'-3- 1 9'-11' 10'-3" 11'•6- 11--1' 4'-3"
150 MPH 12--t- 13'-9- 13'-3' 12'-4• 13'-9' IT-3- 1 8'-7- 9'-7' T-3' 9'-6' 110'-a' 10'.4' 3 -11'
3' x 48' x 0.030' Roof Panel I Glass Roams
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
MonoSloped Roof
Partially Enclosed I Enclosed Overhang /
Cantilever
All
Roofs
132
span I 3 I 4 Ispanspan
1812 1
span span I 4
span
132 ( 3 4
span span scan
1&2 ( 3 ( 4
span span span
1CO MPH 1 24'-11' 27--11- 1 2T-0- 1 23'-10' 25'-3' 1 25'-9' 1 15'-10' 1 18'-5' 1 17'-10' 1 18'-8" 1 20'-10' 1 20'-2' 0"
110 NPH 24'-11• 27'-1'.' 127'-0' 1 21'-:" 1 24' :' 123'S' 1 1 15'-10' 1 15'-t' 1 16'-2' 119'-3' 18'-8' 1 --0'
120 MPH 1 23'•10- 1 25'-a' 1 25'.9- 1 20'-5' 1 22'-TC' 1 22'-1' 1 12'-11' 1 14'-s' 1 14'_0' 1 14'-3" 1 17'-a' 15'-10' 1 =-0'
123 MPH 1 22'-11- 2=-T 1 2:-9' IT-110" 1 22'-2' 1 21'-5" 1 12'-a' 1 '•=-2' 1 I -y I 14's" 116'-0' 115'-6* 1 X.O.
130 NPH 1 21'-7' 23 -7' 1 22' -10' 1 18'-8' 1 20'-:C' 1 20'-2' 1 1 V-6 1 13'-c' 1 1 -0' 11 T-7' 1 15- -F I 14'•a- I = i
1150 MPH 1 t4'-5' 1 16'-2' 1 15'.7' 1 14'-5* 1 16'-2' 1 1 -7' 1 10'-0' -3' 1 1C'-10' 1 11--Z' 1 13'-2* 1 12'-9' I --3' I
4' x 48" x 0.024" Roof Panel I Glass Rooms I
Wind
Region
Open Structures
MonoSloped Roof
Screen Rooms IMonoSlopedRoof
Partiaily Enclosed I Enc:osed Ovemang !
Cantilever
All
Roofs
1&2
span I 3 I 4
soan span
132
scan
3
span
4 I 132 I 3 I 4 I 132
scan span j soan span span I 3
span
4
span
1CO MPH 1 23'-5' 26'.2- 1 25'-3' 22'-3" 1 24'-11. 1 24'-1' 1 14'-9' 1 16'S' 1 15'-11* 1 17'-5' 1 19'-6' 1 18'-10' 1 4'-0'
10 NPH 123'-- 1 -5'-:' 125'.3- 217- 1 23 1 22'-2" I -3' 1 .4'-10' 1 14'1' 1 15'-1" 1 1a'--' 1 1T-5* v""
120 MPH 1 22'-3' 124'-1.• 1 24'.1' 19'-1' 121'--' 120'.7- I T 1'-a' 1 IT-7- 113'-Z I 13'-9" 15'-'- 14'-10' I 4'-0' I
IZ3 MPH 1 21'-5' 1 23'•1" 1 23'-Z' 1 18'-0-' 20'-a 120--0' 1 11'-O 1 1;i-3- 1 1Z-TO' 1 13'-5" 1 14'_11. 1 14'S' 4'.0*
130 NPH 19'-3' 2-l' 21'-4- 1 1T-5- 1 19'-6* 18'-10' I 10'-9- 1 12'•7. 1 11'-8' 1 12'-A' 1 14'-2' 1 13--a- 1 4'-0'
140 MPH 13'-5 t5'-1' 1 14'.7- 13'-F 1 15'-" 14'-7' I 10'-t' 1 11'-3' 110%10* 1 11'-3' 1 13'-3• 12'-9' 1 4'4'
150 MPH 1 13'S' 15'-1' 14.7" 13' 6' 15'-1' 14'_7• I 9'-5' 1 1C'S' 1 10'•2' 10'- 12'' 11'-t'-0'
4" x 48" x 0.030" Roof Panel I Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Mono -Sloped Roof
Partially EnclosedTI Enclosed Overhang /
Cantilever
All
Roofs
132
span
3
soan
4
span
13Z IGoan
1 1 I 1d.Z 3
soan soan soan span I 4
span
1&2
span
3
soan
4
apan
100 NPH 127'•9. 1 30'•11. 1 29%11' 26'-5" 29'-0' 128'-7' 1 18'-3- 1 20'-,",• 119'-y 2C'-a' 123' 1' 2Z-4* 4'-0'
110 MPH 27'.9- 30'-1:' 29'-11" 24'-4' 27'-Z' 26'-3- 1 15'-9' 18'-6- 17'-11' 19'-1- 21'-5- 20'-5'
120 MPH 26'-5* 29'-i' 1 28'-7 22'-d- 25'-' 1 24'-5' 1 14'.5' 1 16'.1• 1 15'-7- 17'-6" 19'-7- 18'-11' 1 4'-0'
123 MPH 25'-5' 28'-5' 27'-5' 21'-11' 24'-7' 23'-9" t4 -1' I 15'-9' 15'-2' 15%10' 19'-0' 18'-5' 4'-0- 130
MPH 23'. 26'-2' 25'-4' 20'-a' 23'-1' 22'-' 13'-4' t4'-11' 14'-5- 15'-0' IT-1 1' 16'-3' 4'-0' 140
NPH 15'-11' 1T-W tT-3' 15'•tt' 1T-11' 17'-3' 1 12'-5' 13'-10' 13'•5' X.O.115'-8' 15'-2' s-0" 150
NPH 15%11' 1 17'•1 t' 1i•3' 15--11' 17-11' 17'.3' 1 11'-2' 1 12.11' 1 12' o'1 13'-1' 14'.7- 14'-1' note:
Total roof panel width a room wrath + wall •Math + overhang. Lawrerce
E. Bennett, P.E. kN-
9 T A U C TA L L C:V4 ENGINEER • CEVELCPwElvrccNs" P
o 9cx : „cse. sc•n+ .a•r. CNA, =L :. . IL
IM 7ZL_-I-
C`+E (2e6) 350 SURBANK, OLDSMAR, FL 34677-+9Ce3 c :9b.'
4-•iS.N LOCAL (a13) 953-2627 v.>71CN`:
nGc 1_-JC0.950-37r6
SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
C
Table 3.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF.for Max. Cantilever) Aluminum Alloy 6063 T-6
2" x 2" x 0.044" 2" x 2" x 0.055"
Load Mu. Span L' /(bending b' or deflection d') Load Max. S an L' / (bending b' or deflection d' Width ()
1 b 2 Spa 3 Span 4 S anp Mu• width (fL) 1& 2 Span Max.
Cantilever 3 Span 4 Span
Cantilever54'-4' d 1 5%5' d 5'-3' b 1'-1' d 5 4'-8- d 5'-9' d 5'-8- b 1'-2- d64'-1' d 4'-11' b 4'-9' b 1'-0' d 6 4'A" d 5'-5' d 5'-3' b 1'-1' d73'-11' d 4'-7' b 4'-5' b 0'-11' d 7 4'-2- d 4'-11' b 4'-10' b 1'-0' d83'-9' d 4'-3" b 4'-2' b 0'-11' d 8 3'-11' d 4'-8' b 4'-6- b 0'-11' d93'-7' d 4'-0' b 3'-11' b 0'-10' d 9 3'-10' d 4'-5' b 4'-3' b 0'-11' d103'•5' b 3'-10 b 3'-8' b 0'-10' d 10 3'-8' d 4'-2' b 4'-0' b 0'-11' d113'•3' b 3'-8- b 3'-6- b 0'.10- d 11 3'-7' d 3'-11' b 1 3'-10' b 0'-10' d123'.1' b 376' b 3'A' b 0'-10' d 12 3'-5' b 3'-10' b 3'-8' b 0'-10' d3" x 2" x 0.045" 3" x 2" x 0.070"
Load Max. Span 'L' / bending 'b' or deflection 'd') Load Max. Span L' / bending b' or deflectlon'd' Width (fL) 1 & 2 Spa 3 Span 4 Spanp Max. Width (fL) 1& 2 Span Max
Cantilever 3 Span 4 Span
Cantilever54'-11' d 6'-1' d 6'-3' d 1'-2' dI 5 5'-7' d 6'-10' d 7-0' d V-4- d64'-8' d 5'-9' d 5'-9' b 1'-2' d 6 5'-3' d 6'-5" d 6'-7' d 1'-3' d74'-5• d 5'-6' d 5'-4' b 1'-1- d 7 4'-11' d 6'-2- d 6'-3- d 1'-3- d84'-3' d 5'-1' b 4'-11' b 1'-0' d 8 4'-9' d 5'-10' d 5'-11' b 1'-2' d94'-1' d 4'-10' b 4'-8' b 0'-11' d 9 4'-7' d 5'-8- d 5'-7' b 1'-1- d103'-11' d 4'-7' b 4'-5- b . 0'-11' d 10 4'-5' d 1 5'-5' d 5'-3' b 1'-1' d113'-10- d 4'-4- b 4'-3- b 0'-11- d 11 4'-3' d 5'-2' b 5'-0' b 1'-0" d
d 4'-2' b 4'-1" b 0'-11' d 12 4'-2" d 4'-11' b 4'-10' b 1'-0" d2" x 3" x 0.045" 2" x 4" x 0.050"
Span L' / bendin b' or deflection d' Load Max. Span L' / bendin b' or deflection d' Width (ft.) Width (f .) 1 8 2 S ap 3 Spanp 4 Spanp
Max.
1 3 2 Spa 3 Span 4 Span Max.
Cantilever Cantilever
6'- ' T-4' b 7'-1' b 1'-6' d 5 7'-11' d 9'A' b 9'-0' b 1'-11- d65'-9' d 6'-8' b 6'-5' b 1'-5' d 6 7'-6' d 8'-6' b 8'-3' b 1'-10' d
b 5'-11' b 1'A' d 7 7'-1' b 7'-11' b 7'-7' b 1'-9' d
8 5'-2' b 5'-9' b 5'-7' b 1'-3' d 8 6'-7' b 7'-5' b 7'-2' b 1'-8' d
9 4'-10' b 5'-5' b 5'-3' b 1'-3' d 9 6'-3' b 6'-11' b 6' -9" b 1'-7' d
10 4'-7' b 5'-2' b 4'-11' b 1'-2' d 10 5'-11' b 6'-7' b 1 6'-5- b V-6- d
11 4'-5' b 4'-11' b 4'-9' b 1'-2' d 11 5'-8' b 6'-4' b 6'.1- b 1'-6- d
12 4'•3' b 4'.9- b 1 4'-7- b 1'-1' d 12 5'-5' b 6'-0' b 5'-10' b 1'-5' 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 CONSUL rANT
P O BOX 214368. SOUTH 0AVTONA, FL 32121
TELEPHONE (366) 767.4776
FAX 1366) 7e74356
PAGE
m COPYRIGHT 2003
3"28 Nor rO BE REPROOUCED IN WHOLE OR IN PAR WITHOUT THE WRIrrEN PERMISSION OF LAWRENCE E SENNETT. P E.
SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 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 L h W = Purlin Spacing
3'-0"' 1 3'-6" 1 4'-0" W-6" IX 5'-0" 5'-0" 1 6'-0"• 1
Allowable Heig / bending •b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5' b 8'-9" b 8'-2' b 7'-8' b 7'-0' b 6'-11' b 6'-8' b 6'-5' b 6'-2' b 5'-
w
3" x 2" x 0.045" Hollo
10'-3- b
11'-3' b
9'-6" b
10'-5' b
8'-11' b
9'-9' b
8'-5' b
9'-3-
b
8'-9'
7'-7" b
8' 4' b
7'-3- b
7'-11" b
6'-11- b
T-8- b
6%9" b
7'-5' b
6'-
T•
ow 12'-9" d
2" x 3" x 0.045" Hollow 12'-9' b
2" x 4" x 0.050" Hollow 16'-3" b
2" x 5" x 0.050" S.M.B. 23'-7" b
2" x 6" X 0.050" S.M.B. 26'-1" b
2" x 2" x 0.044" Snap11'-3- b
2" x 3" x 0.045" Snap 14'-0' b
2" x 4" x 0.045" Snap 17'-7" ET
For 3 second wind gust at 120 MPH
12'-2' d
11'-9' b
15'-1' b
21'-10' b
24'-2' b
10'-5- b
13'-4" b
1673' b
velocity;
11'-7' d
11'-0" b
14'-1' b
20'-5" b
22'-7' b
9'-9" b
12'-5' b
15'-3' b
using
10'-11' b
10'-5' b
13'-3' b
19'-3' bi
21'-3' b
9'-2- b
11'-9' b
14'-4' b
design
9'-11' b 9'-6' b 9'-2" b 8'-10- b a..
9'-10- b 9'-5' b 8'-11' b 8'-8' b 87-4' b 8'-
12'-7' b 12'-0' b 11'-6' b 11'-0" b 10'-8' b 10'
18'-3' b 17'-5" b 16'-8' b 16'-0" b 15'-5' b 14'-
20'-2' b 19'-3' b 18'-5' b 17'-9" b 17'-1- b 16'
8'-8' b 8'-3' b T-11' b T-7' b 7'-4' b 7'-
11'-2' b 10'-7' b 10'-2" b 9'-9'9'-
13'-7' b 12'-11- b
load of 13 #/SF
Sections
Tributary Load Width W = Purlin Spacing
3'-0"' 1 3'-6" 1 4•-0" 1 4•-0" 1 5'-0" I 5'-0' 1 6'-0" 1 6'-0"
Allowable Height •H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 8'-8' b 8'-0" b T-6- b 7'-1' b 6'-8' b 6'-5' b 6'-1' b 5'-11' b 5'-8' b 5'-
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 57
3" x 2" x 0.045" Hollow 10'-5" b 9'-7' b 8'-11' b 8'-6' b 8'-0' b T-8' b T-4" b T-1' b 6'-10' b 6'-
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 77
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 a,-
2" x 4" x 0.050" Hollow 14'-11' b 13'-10' b 12'-11' b 12'-2' b 1l'-7' b 11'-0' b 10'-7' b 10'-2' b 9'-9' b 9'-
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 15'-4' b 14'-9' b 14'-2' b 13'
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 16-11b 16'-3' b 15'-8' b 15' 2'
x 2" x 0.044" Snap 10'-4" b 9'-7' b 8'-11' b 8'-5' b 7'-11' b T-7' b 7'-4' b T-0- b 6'-9- b 6'- 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'- 2"
x 4" x 0.045" Snap or
3 second wind euet 16'-
2' b nt
13n IUPW 14'-
11' bi 14'-0' b 13'-2' b Ae
1-- 1-4 12'-
6" b s
4e 11'-
11" b auee
11'-
5' b 10'-11' b 10'-7- b 157 L
Sections
vTributary
Load Width '1M = Purlin Spacln 3'-
0"' 3'•6" 4'-0" 4'-0" 1 51-0" 5'-6" 1 6'.0" 1 6'-0" 7'-0" 7•-0" Allowable
Height 'H' /bending 'b' or deflection W 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'-0' b 5'-3' b 5'-l' b 2"
x 2" x 0.055" Hollow 8'-10- b 8'-2- b T-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 T-6- b T-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 T-10- b 7'-6- b 7'-3- b 2"
x 3" It 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- bi 18'-8- b 17'-6" b 16'.6- bj 15'-8' b 14%11" b 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 W-4' b 7'-10' b 7'-5' b T-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' bi 11'-1' b 10'-8' b 10'-3" b 9'-10' b 9'-6' b 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 CONsuLTANr P
O BOX 214:46. SOUTH DAYTONA. FL 32121 TELEPHONE (
366) 767-4774 FAX (
386) 767.6SS6 cOPYRIGHr
200J PAGE ( Nor
rO 0E RE-'4OOVCED iN WMOLE OR iN PaR r VVrrMOUT rME wrtirrEN i•ERMISSION OF LA'NHFNCE E nr.NNr:rT, P L 3-39
I his insirun1cnl piglawd h)-:
Itichard ll Zapf
2867 Stonewall Place )it 117
Sanford, FI 32773
Pennit No
STATE OF FLOR DA
COUNTY OF: SEMINOLE
MARYANNE MnRSE, CLERK OF CIRCUIT COURT
SEMINIILE COUNTY
BK 05191 PG 1290
CLERK'S 0 2004019463
RECORDED 0e/09/2004 01a42a04 PM
RECORDING FEES 6.09
REGARDED BY L McKinley
Tax Folio No.
33-19-30-5QS-0000-0260
NOTICE OF COMMENCEMENT
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in
qccordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of
Commencemeul
I. Description ofproperly: (Icgnl dcscriplion ofproperly, mid street nddress ifnvniinwe)
LOT 26 CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78
2. General de!otWpn of Improvement-
3. owner information: JOSE SANTIAGO
a. Name and address-
142 CROWN COLONY WAY
SANFORD, FI 32771
b. loterest in properly-
c. Nwne and address of fee simple titleholder (if other than owner):
1. Contractor:
QExterior Homesavers, Inc.
2867 Stonewall Placelh# i17
Sanford, FI 32773
407-322-6149 SCC:056734
Surety
a. Name and address-
b. Amount of bond $
Lender: (name and address) it
CERTIFIED CoprARYANWMOBS@CLERKOFc1RCU, ORIN COi1N co R?
FEB 0 9 2004
z
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
vided by Section 713.13(I)(n)7., Florida Sintules: (nnme and nddress)
In addition to himself, Owner designates the following Person(s) to receive a copy of the Uenoes Notice as
tvided in Section 713.13(I)(b), Florida Statutes: (nnme and address)
Expiration date of notice of commencement (the expiration date is I year from the dote of recording unless a
fcrent date is succified) 11-.0MA.. I A /%
orn to and subscribed before me
s 2.Zi ( day of i-1 ,: ZaO
q.2- 0 ez
Inry's Name
Inry's Commission Expiries:
4
Signnture of Owncr)
Owner's Nnrne- 0 JA-/y %/RCI-
AddressZ(2 60-7 l7'/ ef&7u G
J401
7C' 7- .2 6F- ell 90