225 Seminole Blvd UNIT 207 - BC08-001991 (SCREEN WALLS) DOCUMENTSi
CITY OF SANFORD PERMIT APPLICATION
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Application #: 408" 7 / .r_ Submittal Date:
I Job Address:22-S SCrn noltTT Z31 C WLSt Value of Work:$
Parcel - D:9`-.oeoo Zoning: Historic District:
Description of Work: SGRF 1_'1S WALL L` 1.4.—I , Square Footage:
Permit Type: Building Electrical Mechanical Plumbing El Fire Sprinkler/Alarm Pool Sign
EElectrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ Ne", 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 )
Ca I.v { (icc .. ............................................................. ..
Property Owner: Tn'j2V' t Capital Z Contractor:s_)rx 15 L JI81t,( cry "1G.
Address: J ` R ,dG Rel 9(a0 Address: I(oI 1J. uPrG5.- Wa.Ai
C (2 U rr 14nc1 Ow 44 13 I Ccxn661 be_, FL
4G, 8`+a3Phone: (a14 -U1a33 E-mail: Phone: -"1`I'18 State License Number: 5C C04
Bonding Company: Mortgage Lender:
Address: _ Address:
Architect/Engineer'Bcntn/_4- -BGnhC4i SCrVtCtS'1C - Phone:3 1(o-i-c+771{
Address fOHoz -443o8 `Jou- Ili +tn q FL
Plan Review Contact Person:Doo Gel76It< Phone":' 4(e1- 9 U q Faa"?o"g36- Lt191 E-mail: bun
4-o (, com
Application is hereby made to obtain a permit to do the work and installations as indicated. 1. 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
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 verification -that I will notify the owner of the erty of the re erne of Florida Len Law, FS 713.
Signature of Owner/Agent Dale Signature of Contractor/Agent Date
NP0 G, 6r, SSIZ 7Z
Print Owner/Agem's Name Pr' Contractor/Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date
1 Ste, PL y .+" DE
MY COMMISSION # DD629096
EXPIRES: February '5, 2011oFnP
1-800-3-NOTARY Fl. No=y Dk wit
Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or
ProducedlD Produced ID
APPROVALS: ZONING: _— UTIL: FD:
Special Conditions:
ENG: BLDG: A"I qlr
EXMIT lgo MEET
17 OF 74 UNIT#
1207 MODEL
F GRAPHIC
SCALE a
0 s 10 40 IN
FEET ) 1
inch = 10 ft. Enz
PERMIT # DATE:
GATEWAY
AT RIVER WALK PHASE T A
CONDOAl"JUM FIRST
AMENDMENT LOCATED
IN SECTION 25 TOWNSHIP 19 SOUTH, RANGE
3o EAST CITY
OF SA.NFORD, SEMINOLE COCIIVT Y, FLORIDA UNIT "
1208" UNIT "
1206" UNIT
PLAN T Square
Footage Total: 1,885 sf F-
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RIGHT
FRONT
REAR
LEFT
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NG IS AN AS -BUILT OF THE CONSTRUCTED UNIT BASED UPON REPAREDBYCUHAD & PETER,SON ARCHRECTS FOR 202244.
1. S
SHOWN HEREON ARE JN DMAiAL FEET OTE:
OOTAGE
TOTALS ARE BASED 714E UPON PRE -CONSTRUCTION nW
PLANS OVERALL UNIT DIMENSIONS. r
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iUNALD G GEISSLERJR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
CASSELBERRY FL32M7
407-83067778
407-830-4191 FAX
o, 6'
SCREEN, ACRYLIC & 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" 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 0.060" 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 at I20
3'-0" 3' -6"
7'-0" b 6'-11" b
8'-10" b 8'-2" b
8' 4" b 7' 8" b
11'-1" b 10'-3" b
10'-2" b 9'-5" b
10'-8" b 9'-11" b
13'-9" b 12'-9" b
15'-6" b 14'4" b
18'-6" b 17'-l" b
19'-3" b 17'-10" b
9'-2" b 8'-0" b
10'-5" b 9'-7" b
11'-3" b 10'-5" b
9'-1" b 8'-5" b
11'-2" b
16'-0" b 14'-10" b
19'-1" b 17'-8" b
24'-9" b 22'-11" b
MPH velocity; using
Allowable
6'-0" b
7'-8" b
7'-2" b
9'-7" b
8'-9" b
9'-3" b
d V-11" b
13'-5" b
16'-0" b
16'-8" b
7'-11" b
8'-11" b
9'-9" b
7'-10" b
b
1-3-11" b
16'-7" b
21'-5" b
design
Tributary
4'-6"
Hei
6'-2"
7'-2"
6'-9"
9'-1"
8'-3"
8'-9"
11'-3" b
12'-B" b
15'A" b
15'-9" b
7'-0" b
8' fi" b
9'-2" b
7'-5" b
9'-1" b
13'-1" b
15'-7" b
20'-2" b
load of 15.0
Load Width 'W' = Purlin Spacing
5'-0" 1 5'-6" 1 6'-0"
ht 'H' / bending 'b' or deflection
b 5'-10" b 5'-7" b 5'-4"
b 6'-10" b 6'-0" b 6'-3"
b 6'-5" b 6'-2" b 5'-10"
b 8'-7" b 8'-2" b 7'-10"
b 7'-10" b 7' 6" b 7'-2"
b 8'-3" b 7'-11" b 7'-7"
10'-8" b 10'-2" b
12'-0" b
14'-4" b 13'-8" b 13'-1" b
14'_11" b13'-1"
7'-1" b 6'-9" b 6'-0" b
8'•1" b 7'-8" b 7'-4" b
8'-8" b 8'-3" b 7'-11" b
7'-0" b 6'-8" b 6'-5" b
8'-8" b 8'-3" b 7'-11" b
12'-5" b 11'-10" b 11'4" b
14'-10" b 14'-l" b 13' 6" b
19'-2" b 18'-3" b 17' 6" b
SF
1 6'
b 5'-1" b 4'-11" b 4'-9" t
b 5'-11" b
b 5'-8" b
5'-9" b 5'-7" t
5'-5" b 5'-3" t
b 7'-7" b 7'-3" b 7'-0" k
b 6'-11" b 6'-0" b 6'-5" k
12'-7" b 12'-1° b 1-8" b1'
6'-3" b 5'-11" b 5'-9" b
7'-1" b 6'-10" b
7'-7" b 7'4" b 7'-1" b
6'-2" b 5'-11" b 5'-9" b
7'-7" b 7'1I" b 7'-1" b
10'-11" b 10'-0" b 10'-2" b
12'-11° b 12' 6" b 12'-1" b
16'-9" b 16'-2" b 15'-8" b
2"
3"
3"
3"
3"
4"
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.6.
2" x 6" x 0.050" S.M.B.
2" x 2" x 0.044" Snap
2" x 3" x 0.045" Snap
x 4" x 0.045" Snap
x 3" x 0.045" Fluted
x 3" x 0.060" Square
x 3" x 0.093" Square
x 3" x 0.,125" Square
x 4" x 0.125" Square
Tributary Load Width 'W' = Purlin Spacing3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1 6'-6.. 7.-0., 7.-6"
Allowable Height
6'-11" b 6'-6" b 6'-1" b 5'-9" b
8'-2" b 7'-7" b 7'-1" b 6'-8" b
7'-9" b 7'-2" b 6'-8" b 6'-4" b
10' 4" b 5' 7" b W-11" b 8'-5" b
9'-5" b 8'-9" b 8'-2" b 7'-9" b
9'-11" b 9'-2" b 8'-7" b 8'-1" b
12-10" b- 11" b 1 V-1" b 10'$" b
14'-5" b 13'-4" b 12'-6" b 1 V-10" b
1 T-3" b 15'-11" b 14'-1 I" b 14'-1" b
17''-11" b 16'-7" b 15'-6" b 14'-8" b
86" b 7'-11" b 7'-5" b 6'-11" b 9'
8" b 8'-11" b 8'-5" b 7'-11" b 10'-
5" b 9'-8" b 9'-1" b 8'-0" b 8'-
5" b 7'-10" b 7'-4" b W-11" b 10'-
5" b V-7" b 8'-11" b 8'-0" b 14'-
11-' b 13'-10" b 12'-1 V b 12'-2" b 17'
9" b 16'-6" b 15'-5" b 14'-6" b 23'-
0" b 21'-4" b 19'-11" b 18'-9" b H' /
bending 'b' or deflection 5'-
5" b 5'-2" b 4'-11" b 6'-
4" b 6'-1" b 57-10" b 5'-
11" b 5'-8" b 5'-0" b 8'-
0" b 7'-8" b 7'-0" b 7'-
4" b 6'-11" b 6'-8" b 7'-
8" b 7'4". b 7'-0" b 9'-
11" b 9'-0" b 9'-1" b 11'-
2" b 10'-8" b 10'-3" b 13'
4" b 12'-9" b 12=2" b 13'-
11" b 13'-3" b 6'-
7" b 6'-4" b 6'-0" b 7'-
6" b 7'-2" b 6'-10" b 8'-
1" b 7'-9" b 7'-5" b 6'-
0" b 6'-3" b 5'-11" b 8'-
0" b 7' $" b 7'-4" b 11'-
7" b 11'-0" b 1 D'-7" b 13'-
9" b 13'-2" b 12'-7" b 17'-
10" b 16'-11" b 16'-3" d'
4'-
9" b 4'-7" b 4'-5" b 377
b 5'-4 b 57- b 5'-
3" b 5'-l" b 4'-11" b 7'-
0" b 6'-9" b 6'-
5" b 6'-2" b 6'
6" b 5'-
11" b 6'-
9" b 6' 6" b 6'-3" b 8'-
9" b 8'-5" b 9'-
10" b 9'-5" b 9'-2" b 11'-
8" b 11'-3" b 10 5'-
9" b 5'-7" b 5'-5" b 6'-
7" b 6'" b 6'-1" b 7'-
1" b 6'-10" b 6'-7" b 5'-
9" b 5'-8" b 5' 4" b 7'-
1" b 6'-10" b 6'-7" b 1
V-2" b 9'-9" b 9'-5" b 12'-
1" b 11'-8" b 11'-3" b Notes:
1.
Above spans do not include above
spans for total beam spans. 2.
Spans may be interpolated. REVISED
APRIL 2007 length
of knee brace. Add horizontal distance from upright to center of brace to beam connection to Z,
t
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L Q l N zX JZt79 the 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.
nel COPYRIGHT 2006
E NOT
TO
BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRPAG ENCE E.
BENNETI,
P.E. 3A-25
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DONALD G GEISSLER JR.
SC C048423
SUN STATE SIDING, INC.
161 N. CYPRESS WAY
SSELBERRY FL 32707
407-830-7778
07-830-4191 FAX
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