225 Seminole Blvd UNIT 203 - BC08-001986 (SCREEN WALLS) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Application # :. og'
II
L ,
c^
Submittal Dater !
Job Address: Z_-S XM.no tt 3(V W4t5t [,l 1 1 7OZ Value of Work: $ `
Parcel ID: 00O0 Zoning: HistoricDistrict: Description
of Work: sac W w4 Ki Square Footage: Permit
Type: Building KJ Electrical Mechanical 17 Plumbing Fire Sprinkler/Alarm Pool Sign Electrical:
New ServtCe — of AIv1PS _ Additior/Alteration Change of Service Temporary Pole Mechanical:
Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/
New Commercial: # of Futures _ # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: # of Water Closets Occupancy
Type: Rcsidcmial)If, Commercial . Industrial Construction
Type: # of Stories: # of Dwelling Units: Plumbing
Repair —Residential Commercial Occupancy
Use Group(s): Flood
Zone: (FENIA form required) I ......... ..............................
I....I...................... Q-
i.•_WCL { (L LJi A tlon (1•. ..... .1..................r...............
Property
Owner: Tnnov S t U Qtp'
i Tr
Contractor:I Address:
50C6R0 `6'PAe RC (a0 Address: to` (J, C IPres Wan clzydo',8'
ON Ca:f)6c be_ FL 32-7o-1 Phone:l (
0_
14-0(v33 E-mail: Phone 830 'i`I'18 State License Number: `JCC048'ka3 Bonding Company:
Address: Mortgage
Lender:
Address: Architect/
Engineer:
11G4- _J3enne4 rytC{,1C Phone: 1(01-41-1 Address%Bos
2 J 4_Aa8 tn,,Yh Zvi. +-cnq Fj, //3,, 2( Fax: 38Co _%pl - (,554p Plan Review Contact
Person:,)GeI 6ICr Phode: Rio(' 94 9 Fo"936- t•H 91 E-mail: dun s-}a+c 5-, J L nQ 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 CO1tiIIL106011 and ZOnulg. - WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVENfENTS 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 perly, o the requirements of F da Lien Law, FS 713- 6 Signature of
Owner/
Agent Date ignature of Contractot/Agent Date k -S#gzz
G- Chi SSI \ Print Owner/Agent'
s Name Prin Contractor/Agent's Name Signature of Notary -
State of Florida Date Signature of Notary -State of Florida Date oyPc DEBBIZLN MY
COMMISSION # DD629096 sA
P EXPIRES February
25, 2011 F Fi. N.ta,}
Disc ,nt ]' ro=. C . 1-ftO F NOTARYvner/Agent is _ Personally
Known to Me or Contractor/Agent is Personally Known to Me or Produced [D, Produced IDTAPPROVALS: ZONING: Om
GooioY
UTIL: FD: Special Conditions: ENG:
EXFRBIT 'B" GATEWAY AT RIVERWALK. PHASE 1
A CONDOMIN11IM
SHUT 13 OF 74 FIRST AMENDMENT
T r
LOCATED IN SEC77ON 25, TOWNSHIP 19 SOUTH,
UMT,f 1203 RANGE 30 EAST
MODEL Fe
CITY OF SANFORD, S.EMINOLE COUNTY, FLORIDA
UNIT "1204"
65.0'
do
28.3' 14.8'
r
9970 a =
Fa00
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a
0 J
g c 7. 5 f
a
8.6' 5.1 ' .3 .3
14.
23..1'
77 CD L:; anC
16.3' 16.3' 67 1' 8.6 6.
UNIT "1202"
GRAPHIC SCALE
10 0 5 10 20 UNIT PLAN 16°
Square Footage Total: 1,993 sf
IN FEET )
1 inch = 10 ft
Engineer= PERMIT # 0f-- 1il'
Pdanne7s
Lan&capeArchitects DATE. 71Surveyors
Construction Management
ww w. cph engi nee rs. coin
5w W-t F-It- 91-f, Sa*14 U 3277I P.D. 8-29K S.94 FL 32772-2M Ph—
407-122694I Far 607.330.0639 Z Z p z
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NOTICE:
THIS
DRAWING
IS
AN
AS -BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAWINGS PREPARED BY CUHACI
do PETERSON ARCHITECTS FOR PROJECT jf202244. ?- DIMENSIONS SHOW
HEREON ARE
IN DECIMAL FEET PLEASE NOTE: SQUARE FOOTAGE
TOTALS ARE
BASED THE UPON PRE -CONSTRUCTION ARCHRECHTUAL PLANS OYE mi
UNIT DIMENSIONS.
IX2
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DONALD G GEISSLER JR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL32707
407-830-7778
407-830-4191 FAX
2,X2.
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SCREEN, ACRYLIC & VINYL ROOMS
Table 3A.2A Allowable Opright Heights, Chair Rail Spans or Header Spans
for Screen, Acrylic or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind aust at 11n mpw
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.
x 0.050" S.M.B.
x o.oso" S.M.B.
x 0.044" Snap
x 0,045" Snap
x 0.045" Snaprx" 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
3'-0" 3'-6"
Tributary Load Width 'W' = Purlin Spacing
4'-0" 1 4'-6" 1 5'-0" 5'-6"1 67" 6'-6"
7'-0" 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" b
11'-2" b
16'-0" b
19' 1" b
24'-9" b
6'-11" b
8'-2" b
7' 88" b
10'-3" b
9'-5" b
1" b
12'-9" 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
Allowable
6'-0" b
7' 8" b
7'-2" b
9'-7" b
8'-9" b
9'-3" b
11'-11" b
73'-5" b
16'-0" b
16'-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
Height
6'-2•' b
7'-2" b
6'-9" b
9'-l" b
8'-3" b
8'-9" b
11'-3" b
12'-8" b
15'-1" b
15'-9" b
7'-6" b
9'-2" b
7'-5" b
8' 6"
b014'-10"
9'-1" b
13'-1" b
15'-7" b
20'-2" b
H' /
5'-10"
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" b
19'-2" b
bending 'b'
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
6' 8" b
8'-3" b
11'-10" b
14'-1" b
18'-3" b
or deflection
5'--4 b
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'-11b 6'-
5" b 7'-
11" b 11'
11" b 13'-
6" b 17'-
6" b d'
5'-
1" b 5'-
11" b 5'-
8" b 7'-
7" b 7711"
b 7'-
3" b 9'-"
b 10'
6" b 12'-
7" b 13'-
1" b 6'-
3" b 7'-
1" b 7'-
7" b 6'-
2" b 7'-
7" b 10'-
11" b 12'-
1 T b 16'-
9" b SECTION
3A 4'-
11" b 4'-9" b 5'-
9" b 5'-7" b 5'-
5" b 5'-3" b 7'-
3" b 7'-0" b 6'-
8" b 6'-5" b 6'-
11" b 6'-9" b 9'-
0" b 8'-9" b 10'-
2" b T-10" b 72'
71" b 11'-8" b 12'-
7" b 12'-2" b 5'-
11" b 5'-9" b 6'-
10" b 6-7" b 7':"
b 7'-1" b 5'-
11" b 5'-9" b 777
b 7'-1" b 10'-
6" bj 10'-2" b 12'-
6" bi 12'-l" b 16'-
2" br 15 8-8" b 1 _
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 interpolat jl
Cy? Q REVISEDAPRIL2007 '' v ` r I _
I —34 l y Lawrence
E. Bennett, P.E. FL # 16644 CIVIL &
STRUCTURAL ENGINEERING P.
O. Box 214368, South Daytona, A 32121 Telephone #: (
386) 767-4774 Fax #: (386) 767-8556 Email:
lebpe@bell soutltnet Q
COPYRIGHT 2006 PAGE
NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-25
NOTES:
2 x 2
SCREENED ENCLOSURES I SECTION 1
DTI ON
SION
MON
TION
1. Door to be attached to structure with minimum two (2) hinges.
2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S..
3. Each hinge to be attached to door with minimum three (3) #12 x 314" S.M.S..
4. Bottom hinge to be mounted between 10 inches and 20 inches from ground.
5. Top hinge to be mounted between 10 inches and 20 inches from top of door.
6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1"
S.M.S. at 12" on center and within 3" from end of upright.
TYPICAL SCREEN DOOR CONNECTION DETAIL
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL & STRUCTURAL ENGINEERING
P.O. Box 214368, South Daytona, FI 32121
Telephone #: (386) 767-4774 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. 1 -73
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