225 Seminole Blvd UNIT 205 - BC08-001989 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Submittal Date:
Job Address: 22-5 S6Mrno1C. 13(1)8WGtt ljW IT- zO-5- Value of Work: $ p /WL Parcel
LD: 25 " '-:30 - C000 Zouing: Historic District: Description
of Work: GR /- (LL L L Square Footage: Permit
Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical:
New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical:
Residential Non-Residenrial 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): Cunstructiou
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) no,
i-Cwc, fiG.CA,0i o;tIor, 111. Property
Owner: TnnovClIbt JJUU0b.p.i0,1 Contractor: S,4-\ Address:
Address: U Q. CtIPrG53 W0.tl C(
eu60.i,8, CAN 44131 Ca e1b FL 3z o Pho
e:l (
014-01,33 E-mail: Phone £330 1"1 8 StateLicenseNumber: rJ CC0488 Bonding
Company: Mortgage Lender: Address:
Address: Architect/
Engineer nll64 { -Berme-+ Phone:y- AddressiOBox
2..1g3(o8 tinj1 P.y+-m4, FL. Fax: 38(o —1(01- (a56(P Plan
Review Contact Person l G2l ICt' _ Phode: 4io (- 94 9 Fa gg " (qr email: bun o+a{-C 5_i d i nQ 4
a-o I. Coin 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 [he issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. 1 understand thar 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 RvIPROVEMENTS
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 ilnai I will notify the owner of the roperty of the requirements of Florida Lien Law, FS 713. Signature
of Owner/Agent Date Signature of Contractor/Agent ate Print
Owner/Agent's Name Print Contractor/Agent's Name Signature
of Notary -State of Florida Date Signature of Notary -State of Florida Date ors?
ODE BSLi? 1T, Lv: MY
COMMISSION # DD629096 oQo
EXPIRES: February 25, 2011 I-
R(U-J-NOTA[iY Fi. Ni m— Lei ,.wnr Owner/
Agent is Personally Known to Me or Contractor/Agent is PWrsonalIy 1 nownto Me r T
Produced
ID Produced ID APPROV_
LS: ZONING: - ty aI0 UT1L: _ FD: ENO: BLDG: / C//oil- Special
Conditions: v
it
SMT 15 OF 7
UNl7'# 1205
MODEL N3
0
N
GATEWAY AT RIVERWALK: PHASE I
A CONDOMINIUM
FIRST AMENDMENT
LOCATED IN SECTION 25, TOWNSHIP 19 SOUTH,
RANGE 30 EAST
CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA
6 5.0'
42.8'
m
20 7'
N
c
N —
2 19.4'1 ui
0.4'
UNIT "1204"
GRAPHIC SCALE
10 0 5 10 20
IN FEET PERMIT #
i inch = SO it DdTcCC,
Engineers
DATE.
Tig"hi PIanneLandscape
Architects Surveuo.
s 11.
0' Lri
o
c
o
m00
5.
9' o
0
KD
LO
t—
9.
6 72.
L12.7' m
v rn w--
00 I
UNIT
PLAN 73
N3"
Square
Footage Total: 1,495 sf RIGHT
eN
FRONT REAR
LEFT
H
Z
W
w
J
La
Z
0
0
U
W
H
NOTICE.
THLS
DR4K7W IS AN AS —BUILT OF THE CONSTRUCTED UNTT S0.SED UPON DRAWINGS
PREPARED BY CUHACI do PETERSON ARCHITECTS FOR PROJECT #
202244.I. DIMENSIONS
SHOWN HEREON ARE IN DECIMAL FEET PLEASE
NOTE: SQUARE
FOOTAGE TOTALS ARE BASED THE UPON PRE —CONSTRUCTION ARCH17ECHTUAL
PLANS OVERALL UNIT DIMENSIONS,
IF
6r-"EL WH'i AT RtyCtzw 4itK
f
I
r r
ul\,ll -4Zos-
JONALD G GEISSLER JR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRYFL3M
407-830-7778
407-830-4191 FAX
J-
SCREEN, ACRYLIC 8& VINYL ROOMS 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 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" x0.046" 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 0A25" Square 4
x 4" x 0.125" Square For
3 second wind gust at#f20 Tributary
Load Width 'W' = Purlin Spacing 3'-0" 1 3'. 6" 4'-0" it, -6" 5'-0" 5'-6" 6'-0" 1 6'-6" 7.-0..AllowableHeight
b
b
7'-
0" 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 1
V-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 12'-
9" b 14'
1t" 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
b
6'-6" 7'-
8" 7'-
2" b 9'-
7" b 8'-
9" b 9'-
3" b 11'-
11" b 13'-
5" b 16'-
0" b 1-
6-8"b 7'-
11" b 8'-
11" b 9'-
9" b 7'-
10" b 9'
8" b 13'-
11" b 16'-
7" b 21'-
5" b design
b
6'-2" b
7'-2" 6'-
9" b 9'-
1" b 8'
3" b 8'-
9" b 1
V-3" b 12'-
8" b 15'-
1"b 15'-
T'b 7'-
0" b 8'-
6" b 9'-
2" b 7'-
5" b 9'-
1" b 13'
1" b 15'
7" b 20'
2" b load
of 15.0 H'/
bending'b' b
5'-10"b5'-7"b5'- b
6'-10" 6'-
5" b 8'-
7" b 7'-
10" b 8'-
3" b 10'-
8" b 12'-
0" b 14'-
4" b 14'-
11" b V-
1" b 8'-
1" b 8'-
8" b 7'-
0" b 8'-
8" b 12'-
5" b 14'
10" b 19'
2" b18'- SF
b
6'-W b 6'-
2" b 8'-
2" b 7'-
0" . b 7'-
11" b 10'-
2" b- 11'-
5" b 13'-
8" b13'1"b 14'-
3'b 6'-
9" b 7'-
8" b 8'-
3" b 6'-
0" b 8'-
3" b 11'-
10" b 14'-
13'-&' ordeflection'
d' 4"
b5'-1"b 6'-
3" 5'-
10" b 7'-
10" b 7'-
2" b 7'-
7" b 9'-
9" b#9'-0"b 1
O'-11" b 13'
8"bb 6'-
6" b5'-11" 7'
A" b 7'-
11" b 6'-
5" b 7711"
b 1
VA" b b
5'-11" 5'-8"
7'-7"
b 6711" b
6'-11"
AIT-V
7'-1"
b 7'-7"
b 6'-2"
b 7'-7"
b 10'-11"
b 12-11"
b 16'-9"
b F7' b
5'-
9" b 5'-
5" b 7'-3"
b 6' 8"
b b b
b
b
b
4'-
9" b 5'-
7" 5'-3"
b 7'-0"
b 6'-5"
b 6'-9"
b 8'-9"
b T-10"
b 11'-8"
b 12'-2"
b 5'-9"
b 6-10"
b 6'-7" b 7'-4"
b 5'-11"
b 7'A" b
10'-6" b
12' 6"b
16'-'Q b
7'-1"
b
T-9" b
7'-1" b
10'-2" b
12' 1" b9
15'-8"
bSections2" 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 0.046" 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 Tributary Load Width
W' = Purlin Spacing 3'-0" 3'-6" 4'-0" 4'-6" 15'-0" 5'-6" $` 6'-11" b
8'-2" b
7'-9" b
107-4" b
9'-5" b
9'-11" b
12'-10" b
14'-5" b
17'-3" b
17'-11" b
8'-6" b
9' 8" b
10'-5" b
8'-5" b
10' 5" b
14'-11'--' b
I T-9"
b 23'-0" b
6'-W b
7'-7" b
7'-2" b
5 7" b
8'-9" b
9- 2" b
11'-11" b
13'-4" b
15'-11" b
16'-7" b
7'-11" b
8'-11" b
9'-8" b
7'-10" b
9' 7" b
13'-10" b
16'-6" b
21'A b
Allowable 6'-1"
b
6' 8" b
8'-11" b
8'-2" b
8'-1" 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" bi
Height 579" b
6'-
4" b
8'-5" b
7'-9" b
8'-l" b
10'-6" b
117-10" b
14'-l" b
14' 8" b
6'-11" b
7'-11" b
8' W b
6'-11" b
8'-0" b
12'-2" b
14'-6" b
18'-9" b
H' / bending 5'-
5" b
5'-11" b
8'-0" b
7'-" b 7'-
8" b
9'-11" b
11'-2" b
13'-4" b
13'-11" b
6'-7" b
7'-6" b
8'-1" _ b
6'-0" b
8'-0" b
1 V-7"
b 13'-9" b
17'-10" b
b' 5'-2"
b
5'-8" b
7'-0" b
6'-11" b
7'-4" . b
9'-6" b
10'-8" b
12'-9" b
13'-3" b
6'-4" b
7'-2" b
T-9" b
6'-3" b
7' 8" b
1 V-0"
b 13'-2" b
16'-11" bi
or deflection 4'-
11" b
b 5' 6"
b
7'4" b
6'-8" b
7'-O" b
9'-l" b
16 3" .b
12'-2" b
12'-8" b
6'-0" b
6'-10' b
7'-5" b
5'-11" b
7' 4" b
10'-7" b
1 12'-7" b
16'-3" b
d' 4'-9"
b
5'-3" b
7'-0" b
6'-5" b
6'-9" b
8'-9" b
9'-10" b
1 V-8"
b 12'-2" b
5'-9" b
6'-7" b
7'-1" b
5'-9" b
7'-1" b
10'-2" bi
12'-1" b
15'-8" bj
i-7" b
5'-0" b
5'-1" b
6'-9" b
6'-2" b
4'-5" b
5'-2" b
4'-11" b
6'-6" b
5'-11" b
6'-6" b
8'-5" b
9'-5" b
11'-3" b
11'-9" b
5'-7" b
6'-4" b
7-10" b
5'-6" b
6'-10" b
9'-9" b
6'-3" b
8'-1" b
9'-Z" b
10'-11" b
11' 4" b
5'-5" b
6'-1" b
6'-7" b
5'-4" b
6'-7" b
9'-5" b
11'-8" b
11'-3" b 15'-1" bi
14'-7" b Notes: 1. Abovespans
do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans fortotalbeamspa2. Spans may
be interpolated. f 61 REVISED APRIL 2007 -)
g Lawrence E. Bennett,
P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING
P.O. Box
214368, South Daytona. A 32121 Telephone #: (386) 76747T4
Fax #: (386) 767-6556 Email: lebpe@bellsou8tnet COPYRIGHT
2006 PAGE
NOT TO
BE
REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRRTEN PERMISSION OFLAWRENCE E. BENNETT, P.E. 3A-25
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