225 Seminole Blvd UNIT 503 - BC08-001155 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Application #: Submittal Date:
2z5 S6r'knolc 1310c- Wesf' k)W7- SC5 /3. 00JobAddress: Value of Work: $ lD 5
iParcelID: 26 - 19-30 - 509 - OCCO -CopO Zoning: Historic District:
i Description of Work: 7 !r 914 p:xrtej arck _nereln t_ cJ Square Footage:
Permit Type: Building Electrical Mechanical El Plumbing 0 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)
i 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: (FEI1IA form required)
lad Wa A4toi oik1on CLL C
Property Owner: ?snQuft- CbtPLiul h Contractor:s_ln J 1t'nC Address:
5 5 RCxK6"de QLIC Address: o - G5. W0.1L4 C (2
V C 10i 8, G W 44131 C0.5c I bury FL 3 Z2p— PhonellO one
ol4-01o33E-mail: Pho ne: 030-1-118 State License Number: 5CC04864 9 Bonding Company:
Mortgage Lender: Address: Address:
s Architect/
Enginee,-
Bow--i-- .UGnne4 Phone:3a. 1(o1-4114} Address%$o:
t 2J i a$ -i t
ui-
i Iy+44 R_ Fax: 38(v -I(ol - (o554 Plan Review
Contact Person:.)x nGey:)61-er, Phone:' 4(4(- 94a9 Fa x: 79-:36- LH it )snail: Jun 6+CL4-C 5, di nQ Q pi .
Corn 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 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 [will notify the owner of the pr erty of e requi menu Florid ien w, FS 713. 31y-9
Signature ofOwner/Agent Date Signature of Contractor/Agent V Date 40 C
6__S_ S_t. ..ice Prim Owner/
Agent's Name Print Contractor/Agent's Name Signature of
Notary -State of Florida Date Owner/Agent
is _ Personally Known to Me or Produced ID
APPROVALS: ZONING:
IAA 5111 UT1L: FD: Special Conditions:
Signature of
Notary -State of Florida Date Contractor/Agent
is Produced ID
ENG: Personally
Known
to Me or
Permit #: Project Name:
08-1155 Screen Room
Address:
225 Seminole Blvd. W. #503
Plans Reviewed By:
Richard Denman 4/02/2008 407.330.5656
The Permit 0s 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 current 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 Municipalnicipal
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.
PERMIT # o1--
T "B"
SKEET 56 OF 74
VNITJ 1503
MODEL F5
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GRAPHIC SCALE
10 0 S 10 20
IN FEET )
1 inch = 10 rt_
GATEWAY AT RIVER WALK: PHASE I
A CONDOMINIUM
FIRST AMENDMENT
LOCATED IN SECnON 25, TOWNSHIP 19 SOUTH,
RANGE 30 EAST
CITY OF SANFORD SEMIIVOLE COUNTY, FLORIDA
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UNIT PLAN "F5
Square Footage Total: 1,885 sf
N077CE_
THIS DRAWING IS AN AS -BUILT OF THE CONSTRUCTED UNfT BASED UPON
DRAWINGS PREPARED HY CUHACI & PETERSON ARCHITECTS FOR
PROJECT 1202244.1.
DIMENSIONS SHOWN HEREON ARE )N DECIMAL FEET
PLEASE NOTE.
SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTION
ARCHITECMRIAL PLANS OVERALL UNIT DIMENSIONS
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DONALD G GEISSLER JR.
I $C C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL 32707
407-830-7778
407-830-4191 FAX
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SCREEN, ACRYLIC'& VINYL ROOMS SECTION 3A
Table 3A.2.1 Allowable Upright+Heigh"#sChair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind gust at 110 MPH velocity; using design load of 13.0 #/SF
Sections
2" x 2'' x 0.044" Hollow
2" x 2" x 0.055" Hollow
3" x 2" x 0.070Hollow 3"
x 2" x 0.070" Hollow 2"
x 3" x 0.045" Hollow 2"
x 4" x 0.050" Hollow 2"
x 5" x 0.062" Hollow 2"
x 4" x 0.046" S.M.B. 2"
x 5" x 0.050" S.M.B. 2"
x 6" x 0.050" S.M.B. 2"
x 2" x 0.044" Snap 2"
x 3" x 0.045" Snap 2"
x 4" x 0.045" Snap 3"
x 3" x 0.045" Fluted 3"
x 3" x 0.060" Square 3"
x 3" x 0.093" Square 3"
x 3" x 0.125" Square 4"
x 4" x 0.125" Square For
3 second wind oust of i Tributary
Load Width 'W' =Purl in Spacing 3'-0" 1 3'-6" 4'1"1 '-6" 1 5'-0" 5'-6" 6'-0" 1 6'-6" 7'-0" 7'-0" 7'
6" b 8'-
10" b 8'
4" b 11'-
1" b 10'-
2" b 10'-
8" b 13'-
9" b 15'-
6" b 18'
6" b 19'-
3" b 9'-
2" b 1
10'-5" b 11'-
3" b 9'-
1" b 11'-
2" b 16'-
0" b 19'-
1" b 24'-
9" b A
I(Avu 2-6,,. 6'-
11" b 8'-
2" b 7'
8" b 10'-
3" b 9'-
5" b 9'-
11" b 12'-
9" b 14'
4" b 1T-
1" b 17'-
10" b 8'-
6" b 9'-
7" b 10'-
5" b 8'-
5" b 10'
1" b 14'-
10" b 17'-
8" b 22'-
11" bj Allowable
6'
6" b 7'
8" b 7'-
2" b 9'-
7" b 8'-
9" b 9'-
3" b 11'-
11" b 13'-
5" b 16'-
0" b 16'-
8" b T-
11" b 8'-
11" b 9'-
9" b T-
10" b b
13'-
11" b 16'-
7" b 21'-
5" bl Height
6'-
2" b T-
2" b 6'-
9" b 9'-
1" b 8'-
3" b 8'-
9" b T7-
3" b 12'-
8" b 15'-
1" b 15'-
9" b 7'-
6" b 8'-
6" b 9'-
2" b 7-
5" b 9'-
1" b 13'-
1" b 15'-
7" b 20'-
2" b H' /
5'-
10" b 6'-
00" b 675-
b 8'-
7" b 7'-
10" b 8'-
3'` b 10'-
8" b 12'-
0" b 14'-
4" b 14'-
11 b T-
1" b 8'-
1" b 8'-
8" b 7'-
0" b 8'-
8" b 12'-
5" b 14'-
11 b 19'-
2" b bending '
b' 5'-
7" b. 6'-
0" b 6'-
2" b 8'-
2" b 7'-
6" b 7'-
11" b 10'-
2" b 11'-
5" b 13'-
8" b 14'-
3" b 6'-
9" b 7'-
8" b 8'-
3" b 6'-
8" b 8'-
3" b 11'-
10" b 14'-
1" b 18'-
3" b or
deflection 5'"
b 6'-
3" b 5'-
10" b T-
10" b 7'-
2" b T-
7" b 9'-
9" b 10'-
11" b 13'-
1" b 13'-
8" b 6'-
6" b 7'-
4" b 7'-
11" b 6'-
5" b 7'-
11" b 11'
A" b 13'-
6" bi 17'-
6" bl d'
5'-
1" b 5'-
11" b 5'-
8" b 7'-
7" b 6'-
11" b T-
3" b 9'
4" b 10'-
6" b 12'-
7" b 1 -
71" b 6'-
3" b 7'-
1" b 7'-
7" b 6'-
2" b 7'-
7" b 10'-
11" b 12'-
11" b 16'
4" bj 4'-
11" b 5'-
9" b 5'-
5" b 7'-
3" b 6'$"
b 6'-
11" b 9'-
0" b 10'-
2" b 12'-
1" b 12'-
7" b 5'-
11" b 6-
10" b 7'-
4" b 5'-
11" b 7'
1t" b 10'-
6" b 12'-
6" b 16'-
2" bj 4'-
9" - t 5'-
7" t 5'-
3" t T-
0" t 6'-
5" t 8'-
9" t 9'-
10" b 11'-
8" b 12'-
2" b 5'-
9" b 6'-
7" b T-
1" b 5'
4" b 7'-
1" b 10'-
2" b 12'-
1" b 15'-
8" b Sections
Tributary
Load Width 'W' = Purlin Spacing 3'-
0" 3'-6" 4'.0" 4'-6" 5'-0" 5'-6" 6_-0"_ 6'-6" 1 7'-%52-
Allowable
Height H' / bending'b' or deflection'd' 2"
x 2" x 0.044" Hollow 6'-11" b b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7 2" x 2" x 0.055" Hollow 8'-2" b T-7" b 7'-1" b 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-7" b 5'4 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 0.045" Hollow 10' 4" b 5'-7" b 8'-11" b 8'-5" b 8`-0" b Tom" b T-4" b T-0" b 6'-9" b 6'-6" b 2" z 3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b T-4" b 6'-11" b 6'-8" b 6'-5" b 6-2" b 2"
x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 8'-1" b T-8" b 7'4". b T-0" b 6'-9" b 6'-6". b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" b 117-11 b 11'-1" b 10'-6" b b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-5" b 13' 4" b 12'-6" b 11'-10" b 1 V-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2."x 5" x.0".050Y,.`,_S M E % 17-3" b 15'-11" b 14'-11" b 14'-1" b 1314" b 12'-9" b j12 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 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 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'-0" b 8'-1" b 7'-9" b T-5" b 7'-l" b 6'-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7710" b 7'-4" b 6'-11" b 6' 6" b 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 b 8'-0" b T-8" b 7'-4" b T-1" b 6'-10" b 6'-7" b 3" x 3" x 0.093" Square 1 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 3" x 3" x 0,125" Square 17'-9" b i6'-6" b 1 15'-5" bl 14'-6" bj 13'-9" bj 13'-2" bi 12.'-7" b 12'-1" b 11'-8" b 11'-3" b 4" x 4" x 0.125" w
ia Square
2:3 L0 Ll 2VA b 1 19'-11" bl 18'-9" bj 1T-10" bl 16'-11" bi 16'-3" bl 15-8" b 15'-1" b 14'-T' 1-
Q
Above
spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the abovespansfortotalbeamspans. 2.
Spans may be interpolated. q
q REVISEDAPRIL2007DFxQuQLCZtZ,) ('2. 16 r% 1 A ! ,bQ C9 7it) ' Lawrence
E. Bennett, P-E. FL #4 CIVIL &
STRUCTURAL ENGINEERIN P.
O. Box 214368, South Daytona. FI 32121 Telephone #: (
386) 767-4T74 Fax #: (386) 767 56 Email:
I ebpe@bel I south.net kCOPYRIG.T,2,006 PAGE PRODUCED
IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNM, P.E. 3A-25 L..