225 Seminole Blvd UNIT 607 - BC08-000729 (SCREEN WALL) DOCUMENTSCITY OF,SANFO.0,6 PERMIT APPLICATION
Application # Submittal Date:
Job Address: 2S S2-CM',noIC _RI0A• k oete 0F41'r 4 Value of Work:
Parcel ID' 25 _ 19-30 -'so9= c3Coo -0000 Zoning: Historic District:
Description of Work: 5C :1 : VI Apt_ CZ 5ECjj0)_N5i Square Footage:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm ElPool Sign
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories:
0. ai 9 i•or+
Property QtYne r* -
Address:5"'p.+
C ic
C(eUt__lo t ntld
Phone
Bonding Company:
Address:
E-mail:
of Dwelling Units: Flood Zone: (FENIA form required)
Contractor: Jl)r.., t1Ci-, TXC
5 DN • rh ress: I 01 tJ . CG prCS
FL 3 2.201
Phone StateLicenseNumber: 5CC04S493
Mortgage Lender:
Address:
Arch itec"ngineer-&nne-4+ -Berme-+ SeryV ce.-,,-Jp'1G Phone:38G It.-7- 41-14
Address IOBotC 2J 43 08 T{ ((,{{'JAI I Fax: W. 1-7 - (v5 7 ip
Plan Review Contact Person -Don e17-5IC< PhoQV %[ - 94 9 Fa "7g36- 1+19I F-mail: dun t40-4-- 5, d i nCy
corn
Application is hereby made to obtain a permit to do the work and installations as indicated. l 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. 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.
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 requirements of FI rida Lien Law, FS 713.
714-o8
Signature of Owner/Agent Date Signature of Contractor/Agent Date
P6PALV G . GEtOU9, TfZ
Print Owner/Agent's Name PryU_Contractor/Agent's NWne
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
Owner/Agent is _
Produced ID
D.V,pluiWgc¢Lli' DD lI~.
i
D l;t1e
a
MY COMMISSION # DD629096
PersonallyKnown to Me or Contractor/ sonaEXPIRES. February25, 20I t Age
I o<F` _Personaily,,Knc vn taM. Produced ,
11
APPROVALS:
ZONa " OUTIL rCFD: ENG: Special
Conditions:
a
Seminole County Property Appraiser Get Information by Parcel NumberI Page 1 of 1
PARCEL DETAIL
DAYiD JoHNsoic C1+A, ASA
PknpER
APPRAMER
SEMINOILE DDU hITY, FL.
kwa s
1101 E, FIRsr,ST
9AHF0320,.FL5F732771-1468
407-6Fs G
2008 WORKING VALUE SUMMARY
Amendment impact not reflected.
GENERAL Value Method: Market
Parcel Id: 25-19-30-520-0100-1607 Number of Buildings: 1
Owner: ROLIHO INC Depreciated Bldg Value: $487,780
Mailing Address: 550 N PALMETTO AVE Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $0
Property Address: 225 SEMINOLE BLVD W #1607 SANFORD 32771 Land Value Ag: $0
Subdivision Name: GATEWAY AT RIVERWALK A CONDOMINIUM THIRD
AMENDMENT
Just/Market Value: $487,780
Assessed Value (SOH): $487,780
Tax District: S3-SANFORD-WATERFRONT REDVDST
Exempt Value: $0
Exemptions:
Taxable Value: $487,780
Dor: 04-CONDOMINIUM
Tax Estimator
Portability Calculator
2007 VALUE SUMMARY
SALES 2007 Tax Bill Amount:
Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxable Value:
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LEGAL DESCRIPTION
LAND
Land Assess Method Frontage Depth Land Units Unit Price Land Value BLDG 1 UNIT 1607 GATEWAY AT RIVERWALK
A CONDOMINIUM THIRD AMENDMENT
LOT 0 0 1.000 .10
ORB 6922 PG 141
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Wall Bid Value
NewNumBitSFSFSF New
Building 1 CONDOS 2007 16 3,262 3,770 3,262 CB/STUCCO $487,780 $487,780
Sketch FINISH
Appendage / Sgft OPEN PORCH FINISHED / 234
Appendage / Sgft OPEN PORCH FINISHED / 274
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment,
Enclosed Porch Finished, Base Semi Finshed
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) purchased a homesteaded property our next ear's property tax will be based on Just/Market value.
http://www. scpafl.org/web/re_web. seminole_county_title?parcel=25193052001001607&c... 1
3/14/2008
Permit #: Project Name:
08-728 1 Screen Room / Wall
Address:
225 Seminole Blvd. Unit 607
Plans Reviewed By:
Richard Denman 03/13/2008 407.330.5656
The Permit Is Subject To The Following Comments
THE FOLLOWING ARE STANDARD COMMENTS:
Notice: In addition to the requirements of the Permit, there may be additional restrictions
applicable to this property that may 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.
1. Any connections that may be hidden during the installation shall be inspected prior to covering.
2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent
location and protected from the elements until all inspections are complete.
3. All permits require final inspection. Failure to do so may result in charges being filed with
the Department of Business And Professional Regulation.
4. Permits shall expire if work has not begun within six months of date of issuance.
5. All 2004 Florida Building Codes are to be complied with.
6. Any error or omission in this plan review shall not be construed to
grant approval of any violation of any adopted Codes or Municipal
Ordinances of this Jurisdiction.
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 YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES.
LAW
DATE://
GATEWAY AT RIVERWALK. PHASE I I #2
FIRST AMENDMENT 57.7'
A CONDOMINIUM —
LOCATED IN SECTION 25, TOWNSHIP 29 SOUTH,
RANGE 30 EAST
CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA
15.0' ao Balcony 15.4'
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SC C048423
SUN STATE SIDING, INC.
161.N. CYPRESS WAY
CASSELBERRY FL 32707
407-830-7778
407-830-4191 FAX
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SECTION 1 SCREENED ENCLOSURES
PURLINS ANCHORED W/
CLIPS OR #10 SCREWS
THROUGH PURLINS INTO
SCREW BOSSES
Ca
Ill 0
EAVE RAILS SHALL BE
STITCHED W/ #10 x 1-112" SMS
@ 6" FROM EACH END AND 24"
OC MAX.
GIRTS ANCHORED W/.CLIPS
a ORTHROUGH#10SCREWS
INTO SCREW BOSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4" x 2-1/4"
CONCRETE/MASONRY
ANCHORS @ PRIMARY & 1" x 2" OR 1" x 3"
SECONDARY ANGLES OR @ 6"
FROM EACH POST AND 24"
O.C. MAX AND WALLS MIN. 1"
FROM EDGE OF CONCRETE
a
a
PURLIN & CHAIR RAIL DETAIL
SCALE: 3" = l'-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL & STRUCTURAL ENGINEERING
P.O. Box 214368. 6o ffi Daytona. FI 32121
T-plmne #: (386) 767<774 Fax #: (386) 767-6.556
Email: IaDpa@bellsaulh.hal
PAGE
COPYRIGHT2006
1-58 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE T, P E
STRUCTURES WITH WOOD FRAME WALLSSECTION
ALUMINUM ROOF SYSTEMS
EXISTING WOOD BEAM OR
HEADERX x 2" LAG BOLT (2) PER
POST
TYP. UPRIGHT (DETERMINE
HEIGHT PER SECTION 3 - 1" x 2" TOP AND BOTTOM
TABLES) PLATE SCREW 2'-O" O.C.
10 x 1-1/2" SCREWS (3) MIN.
PER UPRIGHT TOP & BOTTOM
2) 114" MASONRY ANCHORS
PER SECTION 9) INTO -
CONCRETE a
EXISTING FOOTING
v
ALUMIN.UM"SCREEN RINGYWAI:
T
UNDER WOOD FRAME PORCH
SCALE: 3" = l'-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL & STRUCTURAL ENGINEERING
P.O. Boa 21436B, SlN Daytona, Fl 11121
Telephone #: (386)767An4 Fax#: (386)767-`z56
Email: IebpeQbellsaM.ne1
PAGE
COPYRIGHT 2086
U4-ZH NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OFLAWRENCEE.BENNETT,P.E.
SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2.1 Allowable Up Irpghtts, Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind ausf of 110 luau ..oi...-ik- , t__
SECTION 3A
Sections
Tributary Load Width 'W' = Purfin Spacing.
3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5' 6" 6'-0" 6'-6" 7'-0" T 6"
Allowable Height H' /bending b' or deflection d' 2" x 2" x 0.044" Hollow T-0" bi 6'-11" b 6'-,6" b_ 6'-2" b 5'-10" b 5'-7" b 5'4" bi 5'-1" b 4'-11" b 4'-9" b2" x 2" x 0.055" Hollow 8'-10" bj 8'-2" b T-0" b 7'-2" b 6'-10" bi 6'-0" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b3" x 2" x 0.045" Hollow 8'4" b T-8" b T-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b3" x 2" x 0.070" Hollow 11'-1" b 10'-3" b 9%7" b 9'-1" b 8'-7" b 8'-2" b 7'-10'' b 7'-7" b 773" b 7'-0" b2" x 3" x 0.045" Hollow 10'-2" 'b 75 ". b 8'-9" b 8'-3" b 7'-10" b 7'-0" . b 7'-2" b 6'-11" b 6' 8" b2" x 4" x 0.050" Hollow 10'-8" b 9'-11" b 9'-3" b 8'-9" b 8'-3" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b 10%8". b 10'-2" b 9'-9" b 9'4" b 9'-0" b 8'-9" b2" x 4" x 0.046" S.M.B. 15'-6"- b 14'=4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b2" x 5" x 0.050" S.M.B. 18'-6" b 17'-1" b 16'-0" b 15'-l" b 14'-4" b 13'-8" b 13%1" b 12'-7" b 12'-1" b2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-l" b 12'-7" b 12'-2" b2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 71-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b2" x 3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'.-6" b 8'-1" b 7'-8" b 1 7'-4" b 7'-1" b 6'-10" b 6'-7" b2" x 4" x 0.045" Snap. 11'-3" b 10'-5" b 9'-9" b 9'-27 b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'4" b T-1" b
3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b 7'-10" bj 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" bi 5'-11" b 5'-9" b3" x 3" x 0.060" Square 11'-2" b 10'A" b 9'-8" bl 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b T-4" b 7'-1" b3" x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-1" b 12'-5" b 11'-10" b I VA" b 10'-11" b 10' 6" b 10'-2" b3" x 3" x 0.125" Square 19'-1" b 17'-8" b 16'-7" b 15'-7" bj 14'-10" b 14'-1" b 13'-6" b 12'-11" bj 12'-6" b 12'-1" b4" x 4" x 0.125" Square 24'-9" bl 22'-11" b 21'-5" b 20'-2" b I 19'-2" b 18'-3" b 17'-6" b 16'-9" bi 16'-2" bj 15'-8" bFn1ensd _;_,i
Tributary Load Width VI/' = Purfin SpacingSections5'-6'' 6'-0" 6'-6" 7'-0" 7'-6"
Allowable Height H' /bending b' or deflection d'
2" x 2" x 0.044" Hollow 6'-11" b 6'-6" b 6'-1" bi 5'-9" b 5'-5" bj 5'-2" b 4'-11" b 4'-9"
2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 6' 8" b 6'-4" b 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b3" x 2" x 0.045" Hollow 7'-9" b 7'-2" b 67-8" b 6'4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b3" x 2" x 0.070" Hollow 10'4" b 9'-7" b 8'-11" b 8'-5" b 8'-0" b T-8" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b
2" x 3" x.0.045" 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" b2" x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 8'-1" b 7'-8" b 7'4". b 7%0" b 6'-9" b 6'-6". b 6'-3" b
2" x 5" x 0.062" Hollow 12'-10" b 11'-11" b 11%1" b 10'-6" b 9'-11" b 9'-6" b 9'-V b 8'-9" b 8'-5" b 8'-1" b
Q 14'-5" b 13' 4" b 12'-6" b 11'-10 b 1-:1 2':-X 10' 8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b2" x 5" x 0.050" S.M.B. IT-3" b 15'-11" b 14--11" b 14'-1" b 13'=4" b 12'-9" b 12'-2" b 11'-8" b 11'-3" b 10'-11" b
2" x 6" x 0.050" S.M.B. 1T-11" b 16'-7" b 15'-6" b 14'-8" b IT-11" b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'-4" b 2" x 2" x 0.044" Snap 8'-6" b T-11" b 7'-5" b 6%11" b 6'-7" b 6'4" b 6'-0" b 5'-9" b 5'-7" b 5'-5" b 2"
x 3" x 0.045" Snap 9'-8" b 8'-11" b 8'-5" b 7'-11" ' b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'4" b 6-1" b 2"
x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-1" b 7'-9" b 7'-5" b 7'-1" b 6'-.10" b 6'-7" b 3"
x 3"x 0.045" Fluted 8'-5" b T-10" b 7'-4" b 6'-11" b 6'-6" b 6'-3" b 5'-11" b 5'4' b 5'-6" b 5'-4" b 3"
x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 1 7'-8" b 7'4" b 7'-1" b 6'-10" b 6'-7" b 3"
x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" bj 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3"
x 3" x 0.125" Square IT-9"6'- 15'-5" b 14' 6" b 13'-9" b 13'-2" b 12'-7" b 12'-1." b 11'-8" b 11'-3" b 4"
x 4" x 0.125" Square' 23' 0"1 19'-11" b 18'-9" b 17'-10" b 16'-11" bj 16'-3" b 15'-8" b 15-1" b 14'-7" b 1
vAbove 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. APRIL
2007 Lawrence
E. Bennett, P.E. FL # 16644 CIVIL &
STRUCTURAL ENGINEERING P.
O. Box 214368, South Daytona, FI 32121 Telephone #: (
386) 767-4774 Fax #: (386) 767-6556 Email:
lebpe@bellsouth.net COPYRIGHT
2006 PAGE NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A"25