225 Seminole Blvd UNIT 511 - BC08-001163 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Application # :! `—
I— Job Address: 22-5 Se_rn,r,olt GI C• WCSA_ rl- Sl
Parcel ID: 25 Zoning:
Submittal Date: 3-1 1- oaf
Value of Work: $_ -STY CC
Historic District:
Description of Work: Square Footage:
Permit Type: • Buildin? `IU • • • •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 Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: #\offWater Closets Plumbing Repair -Residential Commercial
Occupancy Type: Residential i, Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
I ................ I.............
74A'G.VJo. ALtol 7i 1 i On C1L ....... tt........................
Property Owner: nr%QVe1-t- 9'af"*Cxl , =t,,- Contractor: _,S e s a t'f,cr,
Address- 5C05 R000"Air- RCS 9 CPO Address: W t Q. 0_i4Pr'e5.3 W0.ta
Can c I b rrN , FL 3 z o1
Phone:
l (al 4-O(Q33 E-mail: Phone 830-"1-116 State License Number: `JC C048" 33
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer-&nee-4 + -BGnhe4 Phone: 38G 1(.-7 - 4'1-) 4
Address f0130A 2(4AA tou Tk.4+-on4 R_ [[.321 Fax: (9
Plan Review Contact Person Don Get7S1CP Phone:' 1- 9Qa 9 Fa "'936-'t}t 91 E-mail: bon t+a+e 5. d i nQ
@ 0,01 , co'n
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 WORD 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 r erty of th re uiremems of Florida
Li
Law, FS 713.
q- e
Signature of Owner/Agent Date Signature of Contractor/Agent Date
y
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature of Notary -State of Florida
Owner/Agent is
Produced ID
Personally Known to Me or
APPROVALS: ZONING: UTIL,
Date Signaqeofi « a,q£ ,i r lda Date
DEBBJE
t My t-0MMISSION # DD629096
EXPIRES: Febivary25.2011
NI. N. Dish Co.
Contractor/Agent is _ Personally Known to Me or
Produced ID
FD: ENG: BLDG: G=
Special Conditions:
3q
Permit th I Project Name:
08-1163 Screen Room
Address:
225 Seminole Blvd. W. #511
Plans Reviewed By:
Richard Denman 4/02/2008 407.330.5656
The Permit 9s 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 fled 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 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.
PERRUi # DOC -- l/,?
DATE: _gL===
l 1 "B
i
SHEET 64 OF 74
UNITTT# 1511
MODEL 1' Fr
GRAPHIC SCALE
10 0 5 10 20
EN FEET
1 inch = 10 ft.
GATEWAY AT RIVER WALK: p ASE 1
A CONDOMrNIUM
FIRST AMENDMENT
LOCATED IN SEC IZON 25, TOWNSHIP 19 SoUTIf,
RANGE 30 EAST
CITY OF SANFORD, SEIVANOLE COUNTY, FLORIDA
4.6'
5.
6.5' LLL
1 C.5'
woft be t{7 n
Q
7.0
4.7' 3.1
UNIT "1512"
65.0'
4
J
1'
C-+ _U UNIT "1510"
6.0'
N
I T
7.5"
0'
FRONT
I N ~
J
REAR
2.5'
L.L.I
C
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J
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Z
O
W C
0
0
bi
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1
I
0 UNIT PLAN °F2"
m
Square Footage Total: 1,885 sf
C
C
M m
a V
O
0
m
NOTICE:
THIS DRAWING IS AN AS -BUILT OF THE CON57RUC7ED UNIT BASED UPONDRAWINGSPREPAREDBYCUHACI & PETERSON ARCHnFCTS FOR
PROJECT 1202244.1.
DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET
PLEASE NOTE_
SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTIONARCHaECHfLL1LPLANSOVE'RAIL UNIT DIMENSIONS.
1
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LC
DONALD G GEISSLER JR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL 32707
4074130-7778
407403 4191 FAX
SCREEN, ACRYLIC; & VINYL ROOMS I SECTION 3A
Table 3A.2A Allowable Upright Heights, Chair 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 I -A r 11 n area
Sections
3
Tributary Load Width 'W' = Purlin Spacing
3'-0" 1 3' 6- V-O- 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" 7'-6"
Allowable Height H' I bending 'b' or deflection d'
Z" x 2" x 0.044" Hollow 7' 6" b 6'-11" b 6' 6" b 6'-2" b 5'-10" b 5'-7" b 5'-1" b 4'-11" b 4'-9" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" b 77-2" b 6'-10" b 6'-0" b 6'-3" b 5'-11" b 5'-9" b 5-7" b 3" x2" x 0.045" Hollow 8'-4" b 7'-8" b 7'-2" b 67-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b 3" x2" x 0.070" Hollow 1 l'-1" b 10'-3" b 9'-7" b lfV b 8'-7" b 8'-2" b T-10" b 7'-7" b T-3" b 7'-0" b 2" x3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b T-10" b b 6' 8" b 6'-5" b 2" x4" 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" b 2" x5" x 0.062" Hollow 73 b 12'-9" b d V-11" b 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'-4" b 9'-0" b 8'-9" b Z" x
4" x 0.046" S.M.B. 15'-6" b 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" b 2" x5" x 0.050" S.M.B. 18'-6" b 17'-1" b 16'-0" b 15'-1" b 147-4" b 137-8" b 13--1" b 12'-7" b 12'-1" b 11'-8" b 2" x
6" x 0.050" S.M.B. 19' 3" b 1 77' 10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" b 12'-7" b 12'-2" b 2" x
2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 7'-6" b 7'-1" b 6'-9" b 6'-0" b 6'-3" b 5-11" b 5'-9" b 2" x3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1" b 7'-8" b 7'A" b 7'-1" b 6'-10" b 6'-7" b 2" x
4" x 0.045" Snap 11'-3" b 10'-5" b 9'4' b 9'-2 b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'A" b 7'-1" b 3" x
3" x 0.045" Fluted 9'-1" b 8'-5" b T-10" b 7'-5" b 7'-0" bj 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 3" x
3" x 0.060" Square 117-2" b10'-4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'A" b 7'-1" b 3" x
3" x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-1" b 12'-5" b 117-10" b 117A" b 10'-11" b 10'-6" b 10'-2" b 3" x
3" x 0.125" Square J:j 7767--TbF-15'-7" b 14'-10" b 14'1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 4" x
4" x 0.125" Square 21'-5" bj 20'-2" b 19'-2" b 18'-3" bj 17'-6" bj 16'-9" b I 167-2" b 15'-8" b Sections J
Tributary
Load
Width 'W' = Purlin Spacing 3'-0"
1 3'-6" 1 4'-0" f 4'-6" -0., 5'-6" 6' 7'-0" 1 7'-6" Allowable Height '
H' I bending 'b' or deflection 'd' 2" x
2" x 0.044" 2" x
2" x 0.055" 3" x
2" x 0.045" Hollow Hollow
Hollow
6'-
11"
b 8'-2"
b 7'-9"
b 6' 6"
b 7'-7"
b 7'-2"
b 6'-1"
7'-l"
6'-W7
bi b
b
5'-
9"
b---5'-5" 6'-8"
b 6'-4"
b b--- 6'
4"
b 5'-11"
b 2" b
6'-1"
b 5'-8"
b 4'-11"
b 5'-10"
b 5'-6"
b 479" b
5'-7"
b 5'-3"
b 4'-7"
b 5'4"
b 5'-1"
b 4'-5"
b 5'-2"
b 4'-11"
b 3" x
2" x 0.070" Hollow 10' 4" b 9'-7" b 8'-11" b 8'-5" b 8'-W b 7'-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" b 2" x
4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 8'-1" b 7'-8" bi 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" bj 10'-6" b 9'-11" bj 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-1" b 2" x
4" x 0.046" S.M.B. 14'-5" b 13'4" b 12'-6" bj I V-10" b 1 b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x
5" x 0.050" S.M.B. 177-3" b 15'-11" b 14'-11" b 14'-1" b 1 T-4" b I 12'-9" b 12'-2" b 1 V-8" b 1 V-3" b 10'-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 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 771" 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 7'-10" b 7'-4" b 6'-11" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'A" b 3" x
3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" bi 8'-6" b 8'-0" b 7'-8" b 7-A'-b 7'-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 16'-6" b 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 0.128" Square 23'-0" b 21'11" b 19'-11" b 18'-9" b 17'-10" b 16'-11" b 16'-3" b 15'-8" b 15'-1" b Notes: 1-
Above
spans do not include length of knee brace. Ad 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 7 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 C COPYRIGHT
2006 PAGE NOT TO
BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-25
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