225 Seminole Blvd UNIT 202 - BC08-001985 (SCREEN WALLS) DOCUMENTSs
CITY OF SANFORD PERMIT APPLICATION
Application ,# :=
1
Submittal Date: V
r QJobAddress: Z2-S SGrrl,nott -BI C• Wett- ( pll- z02- Value of Work: $ .G..a b.'Je-
Parcel ID: 25 - H 3o - 509- QCCDo --C oo Zoning: Historic District:
Description of Work: -W4wu_ , Square Footage:
Permit Type: Building iCJ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
I'vlechanicai: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # ofFiatures _ # of Water & Sewer Lines
Plumbing/New Residential: # of Water Closets
Occupancy Type: Residential Commercial Industrial
Construction `type: # of Stories: # of Dwelling Units:
of Gas Lines
Plumbing Repair -Residential Commercial
Occupancy Use Group(s):
Flood Zone: (FENIA form required)
Sign
na;4Gvda (ccbvi; ';Vtor LIZ .••••••••• LL.........11....... -.-.^....
Property Owner: Tnnove1 t CGt iul _ Contractor: 6 T't I O t ncr ,
tj
I C .
Address: 9(aa Address o 1J. t1Pre53 WQy
CleVC1O_Cnd, GN 441.3I Can6cI be_,r
y
FL 32-20_f
phone:
1-0hoe:1-0 (olH-01.33 E-mail: Phone "1't'18 StateLicenseNumber: 5C C048'Fa3
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer nn/-4-v -E3Gnne4+ %7-4-1-)Lf
Address OBoi- 2J4.(o8 tin4.yt r k.A+ On4',, F,.-.
y,y.y
I I Fax: We _%ol • (,5` (
IQPlanReviewContactPerson: fbri G e 17 iCt' Phode: 4 (, I - 9Qo?9 Fax.- 936- `H 91 F-mail: dun s+Q+e 6 -. d i nQ
4 a-O (. cc'n
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installarion has commenced prior to the
issuance of a permit and dial 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 die foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zonin..
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 erty of the requirements of Flo 'da Lien Law, FS 7713.
Zo Cj
Signature of Owner/Agent Date Signature of Contractor/Agent UDate
lq 65:1 St R Jo
Print Owncr/Agent's NamePrint Contractor/Agent''
ssjNaammee
Signature of NognNotary -State of Florida Date Signature of Notary -State of Florida Date
E," BBIEOMMISPIRES:
FI.
NotfiiVtJOwner/Agent is Personally Known to Me or Contractor/Agent is_ Known to Me or
ProducedlD Produced ID
APPROVALS: ZONING: AK G 00'-1 UT1L:. FD:
Special Conditions:
ENG: BLDG: J&
SHEEg' 12 OF 7
INI1'# 1202
MODEL F
GATEWAY AT RIVER WALK: PHASE T
A COIVDOMINIUM
FIRST AMENDMENT
LOCATED IN SECTION 25, TOWNSHIP 19 SOUTH,
RANGE 30 EAST
CITY OF SANFORD, SEMINOLE COUNTY FLORIDA
UNIT "1203"
28.2' 14.8'
La ndr mL0c ; QcCicIFN 6.6'
9.94.8 N 6.4' Foyer M
4 11.3'
0
4, 9.6 o0
o
Master
5.6 n 7. '
14.3'
1.9'
T ath
c
U N
N
r M O toQ
9.2'
T
o 23.4'
r
7.1' 6 8.6_
44
65.0'
UNIT "1201"
GRAPHIC SCALE
10 0 5 10 20
IN FEET )
1 inch = 10 ft
Engineers PERMIT
LanASurveyors DATE; C Survey
apeArchiteets
Conshecction Management
L .. .. .. . _. _ - - " . _ _-
UNIT PLAN "F"
Square Footage Total. 1,885 sf
z
W
W
J
W
z
0
0
0
fn
RIGHT
FRONT
REAR el-
LEFT
NOTICE_
THIS DRAWING IS AN AS —BUILT OF THE CONSTRUCTED UNIT BASED UPON
DRAWJYCS PREPARED BY CUHAC/ & PETERSON ARCHITECTS FOR
PROJECT 1202244.1.
DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET
PLEASE NOTE:
SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE -CONSTRUCTION
ARCHITECHTUAL PLANS OVERALL UNIT DIMENSIONS.
u,
l
71-"
1) 16% '
UN IT
44'
2oZ
ONALD G GEISSLER JR.
SC C 048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL 3M
407-830-7778
407-8304191 FAX
SCREEN, ACRYLIC a VINYL ROOMS
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• 11sln„ Anal- I.,.,., - Al
SECTION 3A
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 0.046" 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 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 a'
3'-0" 3'-6'"
Tributary
4'-0" 4'.6'"
Load Width
5.-0..
W' =Purl in Spacing
5'-6"
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
10'-5" b
11'-3" b
9'-1" h
11'-2"
16'- b
19'-1"Eb24'-9"
I% 1 # vehrity-
6'-11" b
8'-2" b
7' 8" b
10'-3" b
9'-5" b
9'-11" b
12'-9" b
14'A" b
17'-1" b
17'-10" b
8'-6" b
9' 7" b
10'-5" b
8'-5" b
b
14'-10" b
b2l'-5"
a.
Allowable
6' 6"
7'
7'-2" b
9'-7" b
8'-9" b
9'-3" b
1 T-11" b
13'-5" b
16'-0" b
16'-8" b
7'-11" b
8'-11" b
b
7'-10" b
9' 8" b
13'-11" b
Height
6'-9" b
9'-1" b
8'-3" b
8'-9" b
1 1'-3" b
12'-8" b
15'-1" b
15'-9" b
7'-0" b
Tr-b
b
7'-5' b
9'-1" b
1 T-1" b
15'-7" b
20'1 b
H' /
5'-10" b
6'-10" b
6'-5•' b
8'-7" b
7'-10" b
8'-3" b
10'-8" b
12'-0" b
14'-4" b
14'-11" b
7'-1" 6
8'-1" b
8'-8" b
7'-0" b
8'-8" b
22'-5" b
14'-10" b
197-2" b
bending 'b'
5'-7" b
6' 8" 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'" b
8'-3" b
1 V-10" b
14'-1" b
187-3" b
or deflection
5'-4" b
6'-3" b
5'-10" b
7'-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':: b
13'-6" b
17'-6" b
d'
5'-1" b
5'-11" b
5'-8" b
7'-7" b
6'-11" b
7'-3" b
9' 4" b
4'-11" b 4'-9" b
5'-9° b 5'-7" b
5'-5" b 5'-3" b
T-3" b 7'-0" b
6' 8" b 6'-5" b
6'-11" b 6'-9" b
9'-0" b 8'-9" b
10'-6" b
12'-7" b
13'-1" b
6'-3" b
10'-2" b 9'-10" b
12'-7" b 12'-2" b
5'-11" b 5'-9" b
7'-1" b 6'-10" b 6'-7" b
7'-7" b 7'-4" b 7'-1" b
6'-2" b 5'-11" b 5'-9" b
7'-7" b 7'-4" b 7'-1" b
10'-11" b 10'-6" b 10'-2" b
12'-11" b 12'-6" b 12'-1" b
16'-9" b 16'-2" b 15'-8" b
Sections
2" x 2" x 0.044"
2" x 2" x 0.055"
3" x 2" x 0.045"
3" x 2" x 0.070"
2" x 3" x 0.045"
2" x 4" x 0.050"
2" x 5" x 0.062"
2' x 4" x 0.046"
2"-`.x S">t'0'.0S0"
Hollow
Hollow
Hollow
Hollow
Hollow
Hollow
Hollow
S M.B.
3'-0" 3'-6"
Tributary Load Width 'W' = Purlin Spacing
4'-0" 1 4'-6" 5'-0.. 5'-6" W-0" 6'-6" T-0" T 6"
W-11" b
8'-2" b
T-9" b
VA" b
9'-5" b
9'-11" b
12'-10' b
14'-5" b
17'-3" b
6'-6" 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
Allowable Height
6'-1" b 5'-9" b
7'-l" b 67-W b
6'-8" b F4-;* b
8'-11" b 8'-5" b
8'-2" b 7'-9" b
8'-7" b 8'-1" b
11'-1" b 10'-6" b
12'-6" b 11'-10" b
14'-11" b 14'-1" b
H' /
5'-5" b
6'-I" b
5'-11" b
8'-O" b
7'-4" b
7'-8" b
9'-11" b
1 V-2" b
13'-4" b
bending 'b'
5'-2" b
6'-1" b
5'-8" b
7'-8" b
6'-11" b
7'A". b
9'-0" b
10'-8" b
12' 9"
or deflection
4'-11" b
5'-10" b
5'-6" b
7'4" b
6'-8" b
7'-0" b
d'
4'-9" b 4'-7" b 4'-5" b
5'-7" b 5' d" b 5'-2" b
5'-3" 4'-11" b
7'-0" b 6'-9" b 6' 6" b
6'-5" b 6'-2" b 5' 11" b
6'-9" b 6' 6" b 6'-3" b
9'-1" b
10'-3" b
8'-9" b 8'-5" b 8'-1" b
9'-10" b 9'-5" b 9'-2" 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" b2" x 2" x 0.644" Snap 8'-6" b 7'-11" b 7'-5" b 6'-11" b 6'-7" b
12'-8"
2" 3" x x 0,045" Snap 9'-8" b 8'-11" b 8'-5" b 7'-11" b 7'-6" b
6'-4" b 6'-0" b 5'-9" b 5'-7" b'-5" b55'-1"
2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" 7'-
2" b 6'-10" b 6'-7" b 6' 4" b b 3"
x 3" x 0.045" Fluted 8'-5" b 7'-10" b 7' 4" b
b
8'
6" 6'-
11" b
8'-1" b 7'-9" b 7'-5" b 7'-1" b 6'-10" b 6'-7" b 3"
x 3" x 0.060" Square 10'-5' b 9'-7" b 8'-11" b b
6'-0" b 6'-3" b 5'-11" b 5'-9" b b 5' 4" b 3"
x 3" x 0.093" Square 14'-11-' b 13'-10" b 12'-11" b 12'-2" b 8'-
0" b 7' 8" b T-0" b T-1" b 6'-10" b 6'-7" b 3"
x 3" x 0.125" Square 17' 9" b 16'-6" b 15'-5" b 14'-6" b 11'-
7" b 11'-0" bi 10'-7" b 10'-2" b 9'-9" b 9'-5" b 4"
x 4" x 0.125" Square 23'-0" b 21'-4 b 19'-11" b 18'-9" 13'
4" Notes_
1.
Above spans do not include length of knee brace. Add horizontal distance from upright to abovespansfortotalbeamspans. 2.
Spans center
of brace to beam connection to the may
be interpolated. zx
IZ Z REVISED
APRIL 2007 Lawrence
E. Bennett, P.E. FL # 16644 CIVIL &
STRUCTURAL ENGINEERING P.
O- Box 214368, South Daytona, A 32121 Telephone #: (
386) 767.4774 Fax #: (386) 767.6556 Email:
Iabpegbellsouth.nel C)
COPYRIGHT 2006 PAGE
NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETf, P.E. M-25
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DONALDONALD G GEISSLER JR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL 32707
407-830-7778
407-830-4191 FAX
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