225 Seminole Blvd UNIT 206 - BC08-001990 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Application # :•- -{ - Submittal Date: $ _
Job Address: 22-5 SC tr,rno lL -B(,) I- WCst' UN) Zed Value of Work:
Parcel ID: _30-SO9- PCGQ -C®pp Zoning: Historic District:
Description of Work: JGRIZQ3 tr1K}w_ 4 cSquare Footage: Permit
Type:• • • • •• , • • • • •• • • • • • • • • •' • • . •• • • • • • • Building Y1 Electrical Mechanical Plumbing El Sprinkler/Alarm a
Pool
Sian Electrical:
New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential Replacement New (Duct Layout dY Energy Cale. Required) Plumbing/
New Commercial: # ofFistures # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: #\of/Water Closets Plumbing Repair -Residential Commercial Occupancy
Type: Residential fib, Commercial Industrial Occupancy Use Group(s): n
ConstructioType: _ # of Stories: # of Dwelling Units: Flood Zone: (FENYIA form required) Ll_z ....
Property Owner:
nnInya Z- Chop -i al ,TLC Contractor: S_N1 t'R1C- Td'. Address:5-
S o G (2 (QQ Address: lo . CtiPtC53 WoLA, C(eu
lw, GN 44131 CCl:f)6clbe- FL 32-2071 Phone: (01
y -0h33 E-mail: Phone 1330 -'l-1"18 State License Number: 5C Co48Lt 3 Bonding Company:
Address: Mortgage
Lender:
Address: Architect/
EngineerntlL+
GnhZii SC+'yiGf,l Phone:38(. 1401-477 Address:fOBo,
c 2J43(o8 `Jo//u i h y+-On,% FL_ 321ZI Fax:38(v 1(ol-(05`(p Plan Review
Contact Person Nl l t?17 1Cr Phode: 4(41 - 9U9 F'16 g36- L- 191 Email: :5un tiaiC 5 d i nC Lc a
o l . c or 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 pemia and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate K permit
mustbesecuredforELECTRICALWORK, 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 entitles such as water management districts, state agencies, or federal agencies. Acceptance of
permit is verification that I will notify the owner of th;Sgat.e0ofC,.
t;t,,1Aget erry f
the requirements of Flo a Lien Law, FS 7I3. Signature of
Owner/Agent Date /// Date Print Owner/
Agenr's Name Print Contractor/Agent's Name Signature of
Notary-SrateofFiorida Date Signature of No -State of Florida Date A't
V o ' DEBBIEaBLAN
N MY COMMISSION #
DD629G;6 Id EXPIitES:
February 25, 20l 1 F,yj?.
yRS' r!. i4ntyy Disrornr P rcc. C Owner/Agent
is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID
Produced11) APPROVALS: ZONING:
JJN.U dQV UTIL: FD. ENO: BLDG: Special Conditions:
l/""
ft
EXMIT 7B$0
I e OF 7
UNIT# 1206
MODEL N2
a
GATEWAY AT RIVERWALK. PHASE 1
A CONDOMINIUM
FIRST AMENDMENT
LOCATED IN SECTION 25, TOWNSHIP 19 SOUTH,
RANGE 30 EAST
CITY OF SANFORD, SEM[NOLE COUNTY, FLORIDA
UNIT "1207"
Rs n,
19. 3, 3. 2'
7 10.3'
N
6.2' 12.
c3i r E a ap
4. 7'
20.7'
i 0. 2' cv 6.01 "L6
pt7y
3. 2 CC)10.2
a-NT
U
5 4
r r
v
J o
o])
11.842.7 6
GRAPHIC SCALE
IN FEET )
1 inch = 10 ft.
PERMIT # Qom /ffaDATE: 7 02
UNIT PLAN "N2"
Square Footage Total 1,495 sf
RIGHT
FRON reNREAR
LEFT
z
w
ui
w
Z
0
d
U
NOTICE:
THIS DRAWING IS AN AS -BUILT OF THE CONSTRUCTO UNIT aA,;ED UPON
DRAWINGS PREPARED BY CUHAC! & PSERSON ARCHnrCTS FOR
PRAIECT 1202244.1.
DIMENSIONS SHOWN HEREON ARE IN DECI" FEET
PLEASE NOTE:
SOUARE FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTION
ARCHITECHTUAL PLANS OVERALL UNIT DIMENSIONS.
r
u1,-I -':2p6
ONALD G GEISSLER JR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL 327a7
407-830:7778
407-830-4191 FAX
SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A
Table 3A.2.1 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 load of 13.0 #/SF
Sections
2" x 2" x 0.044" Hollow
2" x 2" x 0.055" Hollow
3" x 2" x 0.045" Hollow
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 0.050" 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 gust a 120
3'-0"
Tributary Load Width 'W' = Purlin Spacing
3'-6" 1 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7•-0..
b
7'-6"
8'-10"
8'A" 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
10'-5" b
11'-3" b
9'-1" b
11'-2" b
16'-0" b
19' 1" b
24'-9" b
MPH velocity;
b 6'-11"
b 8'-2" b
7' 8" b
10'-3" b
9'-5" b
9'-11" b
1279" b
14' 4" b
17'-1" b
17-10" b
8'-6" b
9'-7" b
10'-5" b
8'-5" b
10' 4" b
14'-10" b
17'-8" b
22'-11" b
using
Allowable
b 6'-6"
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
7'-11" b
8'-11" b
9'-9" b
7'-10" b
9' 8" b
1T-11" b
16'-7" b
21'-5" b
design
Height
b 6'-2"
7'-2" b
6'-9" b
9 1-1" b
8'-3" b
8'-9" b
11'-3" b
12'-8" b
15'-1" b
15'-9" b
7'-0" b
8'-6" b
9'-2' b
7'-5" b
9'-1" b
1T-1" b
15'-7" b
20--2" b
load of 15.0
H' /
b 5'-10"
6'-10" b
6'-5" b
8' 7" b
7'-10" b
8'-3" b
10'-8" b
12'-0' b
14' d" b
14'-11" b
7'-1" b
8'-1" b
8'-8" b
7'-0" b
8'-8" b
1 12'-5" b
14'-10" b
19'-2" b
SF
bending 'b'
b 5'-7"
6'-6" 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
F b
8'-3" b
1 V-10" b
14'-1" b
18'-3" b
or deflection
b 5'-4"
6'-3" b
5'-10" b
7'-10" b
7-2" b
7'-7" b
9'-9" b
10'-11" b
13'-1" b
13'-8" b
6'-6" b
7'A" b
7'-11" b
6'-5" b
7711" b
11' 4" b
13'-6" b
17'-6" bl
d'
b 5'-1"
5'-11"
5'-8" b
7'-7" b
6'-11" b
7'-3" b
9'" b
10'-6" b
12'a" b
13'-1" b
6'-3" b
7'-1" b
T-7" b
6'-2" b
77-7" b
10'-11" b
12'-11" b
16'-9" bl
b 4'-11" b
5'-9" b 5'-
5" b 7'-
3" b 6'
8" b 6'-
11" b 9'-
0" b 10'-
2" b 12-
1" b 12'-
7" b 5'-
11" b 6'-
10" b TA"
b 5'-
11" b 7'"
b 10'
6" b 12'-
6" b 16'-
2" b b
4'-9" 5'-
7" b 5'-
3" b 7'-
0" b 6'-
5" b 6'-
9" b 8'-
9" b 9'-
10" b 88"
11b 12'-
2" b 5'-
9" b 6'-
7" b T-
1" b 5'-
9" b 7'-
1" b 10'-
2" b 12'-
1" b 15'-
8" b Sections
2"
x 2" x 0.044" Hollow 2"
x 2" x 0.055" Hollow 3"
x 2" x 0.045" Hollow 3"
x 2" x 0.070" Hollow 0.
045" Hollow 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" z 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 3'-
0" 3'-6" 4'-0" Tributary
Load Width 4'-
6" 1 W' =
Purlin Spacing 5'-
6" 6'-0" 6'-6" 7'•0" 7'-6" 67b
8'-2"
b 7'-9"
b 10'-4"
b 9'-5"
b 9'-11"
b 12'-10"
b 14'-5"
b 17'-3"
b 1T-11"
b 8'-6"
b 9'-8"
b 107-5"
b 8'-5"
b 10' S"
b 14'-11'--'
b 17'-9"
b 23'-0"
b 6'-W
b T-7"
b 77-2"
b 9'-7"
b 8'-9"
b 9'-2"
b 11'-1,
b ITA" b
15'-11" b
16'-7" b
T-11" b
8'-11" b
978" b T-
10" b
9' 7" b
13-10" b
16'-6" b
21'4" b
Allowable 1"-11"
6'-
b7'-1" b
6'-8" b
8'-11" b
8'-2" b
8'-7" b
11' 1" b
12'-6" b
14'-11" b
15'-6" b
7'-5" b
8'-5" b
9'-1" b
7' 4" b
8' 11" b
12'-11" b
15'-5" b
19'-11" b
Height 5'-9"
b
6'-0" b
6'A" b
8'-5" b
7'-9" b
8'-1" b
10'-6" b
11'-10" b
14'-1" b
14' 8" b
6'-11' b
7'-11" b
8'-6" b
6'-11" b
8' 6" b
12'-2" b
14'-6" b
18'-9" b
H' / bending 5'-
5" b
67--4 b
9711" b 8'-
0" b
b 7'-8"
b
9'-11" b
11'-2" b
13'A" b
13'-11" b
6'-7" b
7'-6" b
8'-1" b
6'-0" b
8'-0" b
11'-7"-0"
13'-9" b
17'-10" b
b' 5'-2"
b
6'-1"5'-
7" 5'-8" b
7'-8" b
6'-11" b
7'". b 9'
6" b
10'-8" B
12'-9" b
13'-3" b
6'-4" b
T-2" b
7'-9" b
6'-3" b
778" b b
13'-2"
b
16'-11" b
or deflection 4'-
11" b
5' fi" b
7'-4" b
6'-8" b
7'-0" b
9'-1" b
103" 12'-2"
b
12'-8" b
6'-0" b
6'-10" b
T-5" b
5'-11" b
7'-4" b
1D'-7" b
12'-7" b
16'-3" b
d' 4'-9"
b
b 5'-3"
b
7'-0" b
6'-5" b
6'-9" b
8'-9" b
9'-10" b
11'-8" b
12'-2" b
5'-9" b
6'-7" b
7'-1" b
5'-9" b
7'-1" b
10'-2" b
12'-1" b
15'-8" b
4'-7" b
5'_1" b
5'-1" b
6'-9" b
6'-2" b
6'-0" b
8'-5" b
9'-5" b
11'-3" b
11'-9" b
5W" b 6'
A" b
4'-5" b
5'-2" b
4`-11" b
6'-6" b 5'-
11" b 6'-
3" b 8'-
1" b 9'-
2" b 10'-
11" b 11'"
b 5'-5"
b 6'-
1' b 6'-
10" b 5'-
0" b 6'-
7" b 5'
A" b 6'-
10" b 9'-
9" b 6'-
7" b 9'
S" b 11'-
8" b 15'-
1" b 11'-
3" b 14'-
7" b 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 totalbeamspa2. Spans may be
interpolated. f GI REVISED APRIL 2007 O
J O ` 9
1
H7- Lawrence E. Bennett, P.
E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.
O- Box 214368,
South Daytona, FI 32121 Telephone #: (386) 767-4TT4
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
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