225 Seminole Blvd UNIT 609 - BC08-000731 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Application # `. Q Submittal Date:
Job Address: 3I VC - W Lye UW IT Value of Work: $ A icy sb bn
Parcel ID: 25 -19--:30. jpq- 0coo '0000 Zoning: Historic District:
Description of Work: 5(.0 rCUN WQLL 3 SCGriov%S Square Footage:
Permit Type:. Building . • • •Electrical • • • • • Mechanical • • . • • Plumbing El ..... Fire Sprinkler/Alarm ...... Pool • ....... 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: # of Dwelling Units: Flood Zone: (FEb1A form required)
Property Owner: Znn vcbt } kc ( Contractor:
Address: rj005 RtX did 9 N i'l2l1Yt'. Address: 1 U Q. C 4pfC53 \AJ0.0
C N 13 ( fZ, - Cap:5c I be_rY' , FL 3 Z'7o-7
Phone: '0 E-mail: 32—n Phone 830 -1'118 State License Number: 5C C0484a3
Bonding Company: Mortgage Lender:
Address Address:
Architect/EngineW&nn64--Gnhe4+ Phone:,38G 1(o-1-41-14
Address:f0$o:c-44 g Sth I iy ^a R- //3 1 I Fax:38(0-1(ol-('55(p
Plan Review Contact Person. DctlGey:p6`-er' Phone:' LHG[' 94Q9 Fa x4:1"g36- Lfi 9t . E-mail: bun s4a+t 5 '. i nCt
401. can
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. A NOTICE OF COMMENCEMENTMUST 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 perty of the :Iemerilsof
Fa
Lien Law; FS 713.. Signature of
Owner/Agent Date Signature of Contractor/Agent Date D-+4c.
D G, GF- Is LE2 Zit. Print Owner/
Agents Name Print Contracttoor)/Age ntt'ss Name Signature of
Notary -State of Florida Date Signature o otary- tate of Florida Date Owner/Agent
is _ Personally Known to Me or Produced ID
APPROVALS: ZON
J 4UTIL: FD: MY COMMISSION #
DD629096 E3GYt S:
rebl} aNSZI)1 l Contrac r%cenlje-o n''' , w qn o er j Pr clued ARt4r+ra+rnpu i 0 ENG: BLDG:`,d
Special Conditions:
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL., DETAIL
DAvin JoHHsoN; CFA, ASA
PAGPERTY
4j
5EM,1N0Lff q?UNTY,RL
1 101 E; FIRST;ST
SANFORD, FLL32771-146B 407-
665-7' 2008
WORKING VALUE SUMMARY Amendment
1 impact not reflected. GENERAL
Value Method: Market Parcel
Id: 25-19-30-520-0100-1609 Number of Buildings: 1 Owner:
ROLIHO INC Depreciated Bldg Value: $429,490 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 #1609 SANFORD 32771 Land Value Ag: $0 Subdivision
Name: GATEWAY AT RIVERWALK A CONDOMINIUM THIRD AMENDMENTJust/
Market Value: $429,490 Assessed
Value (SOH): $429,490 Tax
District: S3-SANFORD-WATERFRONT REDVDST Exempt
Value: $0 Exemptions:
Taxable
Value: $429,490 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 1609 GATEWAY AT RIVERWALK ACONDOMINIUMTHIRDAMENDMENTLOT
0 0 1.000 .10 ORB
6922 PG 141 BUILDING
INFORMATION Bid
Bid
Type Year
Fixtures
Base
Gross Living ExtWall Bid Value Est.
Cost Num
Bit SF SF SF New Building
1 CONDOS 2007 12 2,857 3,380 2,857 CB/STUCCO $429,490 $429,490 Sketch
FINISH Appendage /
Sgft OPEN PORCH FINISHED / 108 Appendage /
Sgft OPEN PORCH FINISHED / 280 Appendage /
Sgft OPEN PORCH FINISHED / 135 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 recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://
www. scpafl.orglweblre_web.seminole_county_title?parcel=25193052001001609&c... 3/14/2008
x
Permit #: Project Name:
08-734 Screen Room / Wall
Address:
225 Seminole Blvd. Unit 609
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 NOTICF
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.
PERMIT # J
DATE: 3
GATEWAY ATRIVERWALK PHASE 1
FIRST AMENDMENT
A CONDOMINIUM
LOCATED IN SECTION 25, TOWNSHIP 19 SOUTH,
RANGE 30 EAST
L,'CITY OF SANF'ORD, SEMINOLE COUNTY, FLORIDA
EXMTT To
U.774OF_ 7 EwTj
1609 MODEL
GZ UNIT "
1608" Penthouse "
G2" Square
Footage Total: 3,399 sf NOTICE:
THIS
DRAWING IS AN AS —BUILT OF THE CONSTRUCTED UNIT
8ASE0 UPON DRAWINGS PREPARED BY CUHACI do PETERSON
ARCHITECTS FOR PROJECT 1202244.1. DIMENSIONS
SHOWN HEREON ARE IN DECIMAL FEET PLEAS£
NOTE: SQUARE
FOOTAGE TOTALS ARE' BASED THE UPON PRE —
CONSTRUCTION ARCHITECHTUAL PLANS OVERALL UNIT
DIMENSIONS. 11 GRAPHIC
SCALE IN
FEET ) 1
inch — 10 ft Engineers
Planners
r
Landscape
Architects Surveyors
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w w. e p engineers , c o m Felton
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DONALD 0 GEISSLEP JR.
SC C04M23
SUN STATE SIDING, INC,
161 N. CYPRESS WAY
CABSELBERRY FL. 327017
487-830-7778
4074LW4191 FAX
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SECTION 1 SCREENED ENCLOSURES
PURLINS ANCHORED W/
CLIPS OR #10 SCREWS
THROUGH PURLINS. INTO
SCREW BOSSES
Ei
F3 S
EAVE RAILS SHALL BE
STITCHED W/ #10 x 1-112" SMS
@ 6" FROM EACH END AND. 24"
OC MAX.
GIRTS ANCHORED W/ CLIPS
OR THROUGH #10 SCREWS
INTO SCREW BOSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE Wl 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
4
n. a
d;
PURLIN & CHAIR RAIL DETAIL
SCALE: 3" = 1'-O"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL & STRUCTURAL ENGINEERING
P.O. Box 214368, Sooty pays—. FI 32121
Telephone M: (386) 767 774 Fag M: (MI) 767$
EmeY: IebpeQbellsa W h.ne1
PAGE
COPYRIGHT 2606
GU1'SH NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P-E
STRUCTURES WITH WOOD FRAME WALLSSECTION4ALUMINUMROOFSYSTEMS
EXISTING WOOD BEAM OR
HEADER
1/4" x 2" LAG BOLT (2) PER
POST
TYP. UPRIGHT (DETERMINE
HEIGHT PER SECTION 3 1" x 2" TOP AND BOTTOM
TABLES) PLATE SCREW 2'-0" O.C.
10 x 1-1/2" SCREWS (3) MIN -
PER UPRIGHT TOP &'BOTTOM .
2) 1/4" MASONRY ANCHORS
PER SECTION 9) INTO
CONCRETE
EXISTING FOOTING
a
VA- L`UMINU.M SCREENRQO.Mu(.NON-LOAD BE'ARING YVAL=L'
UNDER WOOD FRAME PORCH
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P.E. FL # 16644
CIVIL 8-STRUCTURAL ENGINEERING
P.O. Box 214368, Salt Daylong, FI N121
Telephone#'. 1386)767<774 Fax#: (366)767-6556
Email' IebPe®OallaouN.ne1
PAGE
GDPYRIGHT21IN
4-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENHETT, P.E.
Y
10
SCREEN, ACRYLIC &' VINYL ROOMS
Table 3A.2.1 Allowable`4JprtgththHe;ig , Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind oust at 11A MPH vai-itv -I.... A --I .- I- A s A, ..
SECTION 3A
Tributary Load Width W' = Purlin Spacing
Sections 3'-0" 3'-6'' 4'-0" 4'-6" 1 5'-0" 5'-6" 6'-0" 6' 6" 7'-0" 7'-6"
Allowable Height 'H' / bending'b' ordeflection'd'
2" x 2" x 0.044" Hollow T-6" b 6%11" b 6'-0" bi 6'-2" b 5'-10" b 5'-7" b 5' 4" b 5'-l" b 4'-11" b 4'-9" b2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" b T-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b
3" k 2" x 0.045" Hollow 8'-4" b 7'-8" b 7-2" 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'-l" b 8'-7" b 8'-2" b T-10" b 7'-7" b 7'-3" b T-0" b2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b 7'-10" b 7'-0" . b 7%2" b 6'-11" b 6'-8" . b 6'-5" b
2" x 4" x 0.050" Hollow 10'-8" b 1 9'-1 V b 9'-3" b 8'-9" b 8'-3" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b
2" x 5" x 0.062" Hollow 13'-9" bi 12'-9" b 11'-11" b 11'-3" b 10'-8" b 1072" b 9'-9" b 9'4" b 9'-0" b 8'-9" b
2" x 4" x 0.046" S.M.B. 15'-6"- bi 14'4" b 13'-5" b 12'-8" b 12'-0" b 1 V-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b2" x 5" x 0.050" S.M.B. 18'-6" bj 1T-1" b 16'4" bj 15'-1" b 14'-4" bj 13'-8" b 13'-l" b 12'-7" b 12'-1" b 11%8" b
2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" bi 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" b 127" b 12'-2" b
2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" bl 7'-6" b 7'-1" b 6-9" b 6-6" b 6'-3" b 5'-11" b 5'-9" b
2" x 3" x 0.045" Snap 10'-5- b 9'-7" b 8'-11" bi 8'-6" b V-1" b 7'-8" b 7'4" b 7'-1" b 6'-10" b 6'-7" b
2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 1 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b T-4" b T-1" b
3" x 3" x 0.045" Fluted 9'-l" b 8'-5" b 7'-10" b 7'-5" b T-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b
3" x 3" x 0.060" Square 11'-2" b 10'4" b 9'-8" b 9'4" b 8'-8" b 8'-3" b T-11" b 7'-7" b 7%4" b T-V b
3" x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-l" b 12'-5" b 11'-10" b 11'4" b 10'-11" b 10'-6" b 10'-2" b
3"x3"x0.125" Square 19'-1" b 1T-8" b 16-7" b 15'-7" b 14'-10" b 14'-1" b 1T-6" b 12'-11" b 12'-6" b 12'-l" b
4" x 4" x 0.125" Square 24'-9" b 22'-11" b 21'-5" b 20'-2" b 19'-2" b 18'-3" bj 17'-6" b 16-9" b 16'-2" b 15'-8" b
Sections
v
Tributary Load Width 'W' = Purlin Spacing
3'-0" 3'-6" 4'-0" 4'-6" '_ ° 5 0 :J 5'-6" 1 6'-0" 1 6'-6" 7%0" 7%6"
Allowable Height 'H' / bending W or deflection 'd'
2" x 2" x 0.044" Hollow 6'-11" b 6'-6" b 6'-1" b 5'-9" b 5-5" b 5'-2" b 4'-11" b 4'-9" b b 4'-5" b
2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-l" b 6'-8" b 6'4" b 6'-1" b 5'-10" b 5'-7" b
4'-7-
5'-4" b 5'-2" b
3" x 2" x 0.045" Hollow T-9" b T-2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5-1" b 4'-11" b
3" x 2" x 0.070" Hollow 10'-4" b 9'-7" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 7'A" b T-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" b
2" x,4".x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 8'-l" b 7'-8" b 7'-4". b 7'-0" b 6'-9" b 6'-6" b 6'-3" b
Z x5" x-0 062-!:., ,,"Hollow 12'-10" b 11'-1.1" b 11'-1" b 10'-6" b_ 9'-11" b 9'-6" b 9'-1" b 8'-9" b 817b 8'-1- b 2--
x 4-xg0-046"-S M:B; 14'-5" b 13'-4" b 12'-6" b 11'-10 b 1_ ;,'1 2'. R 10'4" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2"
x 5" x 0.050" S.M.B. 1T-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 IU-11" b 2"
x 6" x 0.050" S.M.B. 17'-11" b 16'-7" b 15'-6" b 14'-8" b 13'-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 7'-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" bi 7'-11" b 7'-6" bj 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" bf 6'-11" b 6'-6" bj 6'-3" b 5'-11" b 5-9" 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 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3"
x 3" x 0.093" Square T4'-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 3"
x 3" x 0.125" Square 17'-9" bj 16'-6' b 15'-5" b 177" 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" b 21'-4" b 19'-11" b 18'-9" b 1 T-10" b t6'-11" 151 16'-3" bi 15'-8" bi 15'-1" b 14'-7" 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. REVISED
APRIL 2007 Lawrence
E. Bennett, P.E. FL # 16644 CIVIL &
STRUCTURAL ENGINEERING P.
O. Box 214368, South Daytona, FI 32121 Telephone #: (
386) 7674774 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