225 Seminole Blvd UNIT 510 - BC08-001162 (SCREEN WALL) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION
Application # : VD
Job Address: 2-2-S SCMtl10IG. 13(V8. West UWI't" J1
Parcel 1D: 25 - 19-30 -,C 14 r'r'' C pU Zoning: g:
Submittal Date: Z-'%-1
Value of Work: $
oo
Historic District:
Description of Work: Square Footage:
Permit Type: Building Y[J Electrical Mechanical Plumbing 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 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):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
alcvday Acr via'+'ion u.L1 -^ •••••••••
Property Owner: ----n St
J
C'aP , =h Contractor: t O t`f1CA'•
Address: 5 ` R dC R 9 d Address: (ol Q. CuPre5.3 Wau
CleucicU,c1, OW 44131 Ca:t'6clb; FL. 3Z-70-1
Phone:(40*14-0(o33 E-mail: Phone 830 -'1-1"18 State License Number: `JC C04S4R3
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer-&ntlt4- -Be-,,ne4 Phone:3&. 1(.-7-4T)Lf
Address fOBoic -2-J43(a$ to, i-cn4, R—
43121ZI
Fax: 36(o -1(017- (05` 41 Plan
Review Contact Person. GeI:5i er Phode: Tito f - 9q R Fax: 936- Lf 191 E-mail: :5Un'b+0-+C 9-. ci i nQ LQ
Q-OI . Conk 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. 1 understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, ere. OWNER'
S AFFIDAVIT: 1 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 verifrcatioff that I will notify the owner of th r perty of th requirements of Florida Lie Law, FS 713. 3lq-
Signature
of Owner/Agent Date Signature of Contractor/Agent V Date P<
364HO% G, \1z Print
Owner/Agent's Name Print Contractor/Agent's,Name Signature
of Notary -State of Florida Date Signature of 11TW& e of Florida Date MY
CO;vIMISSION # DD629096 gOF
Fl EXPIRES: Febmiry 25, 2011 I-
8W-3-N0TARY FL Notary Dlsoomt Assoc. Co. Owner/
Agent is _ Personally Known to Me or Contractor/Agent is _Personally Known to .Me or Produced
ID Produced ID APPROVALS:
ZONING:'_'_ UTIL: FD: ENG: BLDG: Special
Conditions:
Permit th Project Name:
08-1162 Screen Room
Address:
225 Seminole Blvd. W. #510
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.
PERMIT #
DATE.
REEF 63 OF 7
UNIT# 1510
MODEL F
1'f'1
1111111111110,12
V
GATEWAY AT RIVERWALK: PHASE I
A CONDONIWIUM
FIRST AMENDMENT
LOCATED IN SECTION 25, TOWNSHIP 19 SO UT71
RANGE 30 EAST
CITY OF SANFORD] SEMINOLE COUNTY, FLORIDA
UNIT "1511"
65.0'
28.2' 14.8'
E Lot
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SCALE 10
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inch - 10 ft. UNIT "
1509" UNIT
PLAN "F° Square
Footage Total: 1,885 sf o
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THIS
DRAWING IS AN AS —BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAWINGS
PREPARED BY CUHACI B PETERSON ARCHJTECTS FOR PROJECT
1202244.1. DiVENS/
ONES SHOWN HEREON ARE IN DECIMAL FEET PLEASE
NOTE. SOLARE
FOOTAGE TOTALS ARE BASED TH£ UPON PRE —CONSTRUCTION ARCHITECHiUAL
PLANS OVERALL UNIT DIMENSIONS,
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DONALD G GEISSLER JR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL 32707
407-830-7778
407-830.4191 FAX
A
SCREEN, ACRYLIC & VINYL ROOMS I 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 nuc} nt iin wou
Sections
2" x 2" x 0.044" Hollow
3'-0" 1 3'-6"
Tributary Load Width 'W' = Purlin Spacing
4'.0" 4'-6" 5'-0" 51-6" 6'-0" 6'-6" 7'
7'-0" bf 6'-11" b
Allowable
6'-0" b
Height
6'-2" bj
H' i
5'-10" b
bending 'b'
5'-7" b
or deflection
5'-4" b
d'
4'9"b2" x 2"x 0.055" Hollow 8'-10" b 8-2" b 7'-8" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-9" b 5'-7" b3" x 2" x 0.045"Hollow 8'11" b 7'-8" b T-2" b 6'-9" b 6`5" b 6'2" b 5'-10" b ffl5'-
1-'bj4'-11"b
5'-5" b 5'-W b3"x 2" x 0.070" Hollow 11'-1" b 10'-3" b 9'-7" b 9'-1" b 8'-7"b 8'-2" b 7'-10" b 7'-3" b 7'-0" b2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9"b 8'-3" b 7'-10" b 7'-6"b 7'2"b 6-11b 1 6'-8" b 6'-5" b 2" x 4" 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" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'-4" b T-O" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15'-6" b 14'-4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10--11" b 10'-6" b 1072" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" b 17'-l" b 16-0" b 15'-1" b 1 14'-4" b 13'-8" b IT-1" b 12'-7" b 12'-l" b 11'-8" b 2" x 6" x 0.050" S.M.B. 19'-3" b 17-10" b 16'-8" b 15'-9" b 1 14'-11" b 14'-3" b 13'-8' b 137-1" b 12'-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" b 8'4- bj 7'-11" b 7'4" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 2" x 3" 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'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'4" b 7'-1" b 3" x 3" x 0.045" Fluted 9'-V b 8'-5" b 7'-10" b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 3" x 3" x 0.060" Square 11'-2" b 10'-4" b 9'$" 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 I V-10" b 1 VA" b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-1" b 17'-8" b 16'-7" bj 15'-7" bl 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 247-9" b 22-11" b 21'-5" bi 20'-2" bi 19'-2" b 18'-3" b 17'-6" b 16'-9" b 16'-2" b 15'-8" b Tributary
Load Width W' = Purlin Spacing Sections3'-0" 1 3'.6" 4'-0" 4'-6" 1 5'-6" 1 6'.0" 1 6'-6" 7'-0" 1 7'-6" Allowable
Height H' / bending 'b' or deflection d' 2" x 2" x 0.044" Hollowj6b 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" a 2" x 2" x 0.055" Hollow 7'-7" b 7'-1" b 6' 8" b 6'4" b 6'-l" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b 3" x 2" x 0.045" Hollow 7'2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b3" x2" x 0.070" Hollow 5'-7" b 8'-11" b 8'-5" b 8'-0" b 7' 8" b 7' 4" b 7'-0" b 6'-9" b 6'-6" b2" x3" x 0.045" Hollow 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" b2" x4" x 0.050" Hollow 9'-2" b 8'-7" bff'-
E"1111b7'-8" b 7' 4". b 7'-0" b 6'-9" b 6' 6" b 6'-3" b2" x5" x 0.062" Hollow 11'-11" b 1 V-1" b 9'-11" b 9'-0" b 9'-l" b 8'-9" b V-5" b 8'-l" b Y"X 4" x 0.046" S.M.13 14'-5" b 13'-4" b 12'-6" b10" 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" b 15'-11" b 14'-11" b 14'-l" b 13'A" b 12'-9" b 12'-2" b 1 V-8" b 11'-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 17'-11" b 16'-7" b 15'-0" b 14'-8" b 13'-11" b 13'-3" b 12'-8" b 12'-2" b 1 V-9" b 11'-4" b 2" x 2" x 0.044" Snap 8'-6" b 7'-11" b 7'-5" b 6'-11" b 6'-7" b 6'A" 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 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'A" 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'-l" b 6'-10" b 6-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7'-10" b 7'4" bi 6'-11" b 6'-6" b 1 6'-3" b 5'-1 V b 5'-9" b 5'-0" b 5'4" b 3"
x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.093" Square 14'-11' b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 1 V-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'-0" b 13'-9" b 13'-2" b 12'-7" b 12'-l" b 11'-8" b 11'-3" b 4"
x 4" x 0.125" Square 23'-0" b 21'-4" b 19'-11" b 18'-9" b 17'-10" b 16'-11" b 16'-3" b 15'-8" b 15'-1" b 1 14'-T' 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. 1 _ 2. Spans may be interpolated. Z X y 'j,,6) , 7 9 .. 9 8 7 -1 ,N•j 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:
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. 3 / " -25
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