HomeMy WebLinkAbout 2601 Country Club Rd 09-109 carportCITY OF SANFORD PERMIT' APPLICATION
Del E)9 Submittal Date: 0C r
Application #: C U 8
Job Address:
a(�6I e _55 L" rd, Value of Work:$ do,J�DO,DO
Parcel ID' 35 fy 3 6 '3b b - a1J 115 600& / s Zoning: Historic District:
Description of Work: CA r P6 rT.... T 1-6 ... 0-6.Ve/ ............ Square • Foo tage : .........................
...............
Permit Type: Building ®OElectrical ❑ 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
Plumbing /New Residential: # of Water Closets
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑
# of Gas Lines
Plumbing Repair -Residential ❑ Commercial ❑
Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
.............................. ins 1.�� I 1 ..On• /1Qi1172/S/>C .....Contractor:• ��•• �°Z •A•' •HtY101�• 5 rt,,L>l�O� S. ✓%Ili
Property Owner �{� /ht ` l f' Dr,
Address: 0� & 01 dC]rl� Clc�b Address: la lli � L
JGtn r� , l•%c% 3a 7 1 � rte, l� J'�77 /
a2
�,- 3aa � G gULf E -mail: Phone: 3a3'aa�9 State License Number:
Phone: .
Bonding Company:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person�
Mortgage Lender: .
Address:
Phone:
Fax:
y,.
Phone: -3 ,13- Add Fax:
E -mail:
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
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.
cce
7cef permit ' verifica 'on that I will notify the owner of the roperty of t equi ements of Florida Lien Law,, FS 713.
- /
�a D' ,-0j
Si[ atu f 0wner /Agent_ Date - ignature o Cron' ctor /Agent / Date
IN
s
of Notary-State
il �.r P� Merlotto F Mos1eY
0)0672921
K lv�y cu�runts „� ::
a Ex t s 071061207'1
ersonall w to Me or
Produced ID 1 n
APPROVALS: ZONING: L1__-865 JTIL:
Special Conditions:
Rev 07.07
V Pnn L � D8 o(�
n ,r . en t of Notarv-State o o Date
otary i;. btea .,: r orida
. y? Marlene R Mom
My Commission Uu672921
Contractor /Agent is I 7 1 )11
Produced ID
FD: ENG: BLD
Date:
I hereby name and appoint
POWER OF ATTORNEY
✓l2/
Of L&;2 to be my lawful attorney
In fact to act for me- and apply to the
Building Department for a pmt
.,
For work to be performed at a location described as:
Section Township Range Lot Block
Subdivision
( er of Property and Address
and to sign my name and do all thugs necessary to this appointment.
— Fell-
Type or Print Name of ister or d Couft b and Cofactor's License Number
The foregoing instrument was acknowledged before me this 10 day of D&�o \De `of20 O 8
By ��2 V-�,-
Who is personally known to me/who produced
As identification and who did not take oath
State of Florida j
County of
V,
Notary Public, dtange County, Florida
Seal
<?
00 pue Notary Public State of Florida
z° Polly R Smith
o My Commission DD685008
9r�OF i\. Expires 06/13/2011
Lawrence E. Bennett, P.E.
315 Herbert Street
Port Orange, FL 32129
386-767-4774 fax: 386-767-6556
January 1, 2008
TO ALL BUILDING DEPARTMENTS
Re: Master File Engineering
"ALUMINUM STRUCTURES DESIGN MANUAL"
2004 Florida Building Code with 2006 Supplements
Dear Building Official/Plans Examiner:
This is to certify that the following contractor /company is hereby authorized to use my "ALUMINUM
STRUCTURES DESIGN MANUAL" during the year 2008.
Authorization is on a January to January basis regardless of the edition of the manual. This authorization also
applies to contractor master file drawings, "ONE PERMIT ONLY" drawings or any "site specific" drawings
that I may furnish the contractor.
The following contractor /company is hereby added to my 2008 MASTERFILE LIST:
Edmond Senez
Ed Senez Aluminum Specialists, Inc.
720 N. Volusia Ave.
Orange City, FL 32763
RX0059404
Should you have any questions, please contact me at your convenience.
Sincerely,
q may'• .n ,� .r .. .�
51
/ y F• .,r
re,1,r.;
Laver•, r d E ;13erftio '--P.E. #16644
2601 Country Club Road
This addition only has been designed in accordance with the requirements of the Florida
Building Code 2004 - Building, Chapter 16, Structural Design, with 2006 Supplement.
The following wind load requirements, in accordance with Section 1609 and ASCE 7 -02,
were employed in the design of the structure:
Basic Wind Speed: 120 MPH (3- Second Gust Wind Speed)
Building Category: II
Importance Factor: 1.0
Wind Exposure: B
Internal Pressure Coefficient: +/- 0.00
Design Pressure for Components & Cladding: 14 PSF
�ti.� �����„���� � � � ,� fir, �� `•,�'� �i �"�9
✓q��d
DAVIS 2 CLEATON EN61NEERIM3, iNC'.
103 W. WISCONSIN AVE., SUITE 04
DELAND, FLORIDA 32720
11. # 356 -738 -7475 LIC. # 35816
1 1111 II 111111111111111 III it III 11 III II 11111111 II 111 II 11111111
THIS INSTRUTT P P ED BY:
Name: i MARYANNE MORSE Address: IZO ,r/, �� ds,r�/� -� �F'" , CLERK OF CIRCUIT COURT
cl—A,- - - SEMINOLE COUNTY SEMINOLE COUNTY
State of Florida' -3a7�3 RORIDA'S NA7U7t4L CHOICE BK 07076 Pg 05831 (1 pg)
CLERK'S # 2008114564
RECORDED 10/05/008 0;48:51 PM
NOTICE OF COMM ENCEM IMADEDGBYETSSmithtl
Permit Number Parcel ID Number (PID) 3 5- /f- 3 6 J&o - 6,j / d " O 006
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with 71
Chapter '
Florida Statutes, the following information is provided in this Notice of Commencement. p t'E RTI REO
DESCRIPTIO OF PROPERTY (Legal descnptio of the property a street ad�ress if available) �( 0 N - I- 'M C '
c - (o D I 1 UUYt-�'M ct ui) 4 /,f GL7�tJ�/GI ✓'C. 3iY7 l 1 t' ER.1C CF C1Rr1!IT Cool
r.iatf►NSY, FLORIDA
GENERAL DESCRIPTION OF IMPROVEMENT C6-a�,t� D(T )O#T/ () C Wv-
OWNER INFORMATION may- n /� /
Name and address: �r i 1 n.5 lam() 1 (sl D!1 l_ Q�Q /
9t7 I ^(1VlL M U h 1 r(
CONTRACTOR ^^rr C,
Name and address: U �, Z n V
l cR (6 ealKcze WV 7v �L ) 7 7
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes.
Name and address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor s Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement:
The expiration date Is 1 year from date of recording unless a different date is specified.
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS 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 COMMEN,C,ING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF
COUNTY OF SEMINOLE
"(NOTE: Per Florid'a'$tatute 713.13(1) (g), owner must sign...... and no(oone else may be permitted to sign in his or her stead."
The foregoing instrument was acknowledged before me this "1 day of _o(�'{"1'� t 2D
by DQ�►Jn` ' `M��'� , Who is personally known to me
Name of person making statement '�
OR who has produced identification �.� type of identification produced
VERIFICATION PURSUANT TO EC1 10N 92.525, FLORIDA STATUTES. r
UNDER PENALTIES OF PE JURY, I ECLA F FiAy READ 6REGOING AND THAT THE FACTS STATED IN IT
ARE TRUE TO THE BEST F MY K WL
ATUR OF NA L O ING ABOVE
pyd Notary .Public Slate of Florida
Marlette R Mosley
My Commission DD672921
9jf of °° Expires 0710612011
CT
.,u1.rnsrsnvCMV0tM
25' x 25' Patio Cover lq , T+ a'
HIM 91t,
&Z
4' Mite Roof
- -- ---- t------ - - --•I
26'
Top View
�..,...2 ter.....,
.911.1
26
10'11^
Sanford Paint & Body
2601 Country Club Rd.
Sanford, FL
Ed SenezAluminum
720 Dl. Volusia Ave
Orange City, FL
0
d
rn
N
t
y," x 6" Lag Screws v
1-1/4" Fender Washer
3" x 3" x 0.125" Aluminum
Roof Panel to Beam Fasting Detail
4" x 48" x 0.030" Elite Roof
1 (6) 3/8" x 3 -12" Corrosive -l;xsdut-
�- Steel Thur -Bolts (min.)
-
2" x 8" x 0.072" x 0:224" Bcam 4 °i Wall
2" x 7" x 0.055" x 0.120" Bea Front Wall
m
Center & Side Notch Post to Beam Connection
4" x 48" x 0.030" Elite Roof
'x 8" x 0.072" x 0.224" Beam 0 Wall
." x 7" x 0.055" x 0.120" Beam Front Wall
(6) 3/8" x 3 -1/2" Corrosive Re
Steel Thur -Bolts (min.)
e 1111 6 f� 2•' x 8" x 0.072" x 0224" Beam 4 Wall
® el6
b e e 2" x 7" x 0.055" x 0.120" Beam Front Wall
•° 6 E
2" x 4" x 0.050" Hollow
Knee Brace t
E 1
3" x 3" x 0.125" Aluminum Post ° Connection to Column &Beam With
0.050" -U" Channel:
Use (3) #12 SM.S. J
Knee Brace to Post & Beam Connection
1 O�
2'6"
2,6„ • -"->, --< 2,6„
Isolated Footing
F, ; ' . t- e
1��' %.?� �",� i� f .�t-, LlI1T� =1t�
vE, LANU, 1=, 0RItD 5 31 2720
(l la
t.' "386-738,-74-17 y� 5 LIC, # 35�f6
Concrete
5 Rebar
2601 Country Club Road
This addition only has been designed in accordance with the requirements of the Florida
Building Code 2004 - Building, Chapter 16, Structural Design, with 2006 Supplement.
The following wind load requirements, in accordance with Section 1609 and ASCE 7 -02,
were employed in the design of the structure:
Basic Wind Speed: 120 MPH (3- Second Gust Wind Speed)
Building Category: II
Importance Factor: 1.0
Wind Exposure: B
Internal Pressure Coefficient: +/- 0.00
Design Pressure for Components & Cladding: 14 PSF
lop JJ
DAYIS & f1EXI CN ENGINEERING, INC.
10- W. WISCONSIN AVE., SUITE #104
DELAND, FLORIDA 32720
P! I. # 380- 738 -7475 LIC. # 35816
Sanford Paint &. Body
2601 Country Club Rd.
Sanford, FL
Fd Sea= Aluminum
720 N. Volusia Ave
Orange City, FL
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•ALLPOSISINC0M0X E
' 25' x 51' Pedo Covcr
[IBM Alh
,l5
rte,
,•nh.Roor
52'
Top View
-0 �
51'
REf /iT%�� -T Front View
(6) 3/8" x 3 -1/2" Corrosive Restiso
Steel Thur -Bolts (min.)
2" x 8" x 0.072" x 0.224" Beam
g r
£ H H
H H H
f
f'I / 2" x 4" x 0.050" Hollow
s j �_ Knee Brace
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3" x 3" x 0.125" Aluminum Post 6 J Connection to Column & Beam with
41 0.050" "U" Channel:
Use (3) #12 S.M.S.
Knee Brace to Post & Beam Connection
now
26
loll•
3" x 3" x 0.125" Aluminum Post
2'6"
2,6„ 2,6.,
Isolated Footing
u
Na I
n r, rf
'/<" x 6" Lag Screws w
1 -1/4" Fender Washer I
Concrete
5 Rebar
Roof Panel to Beam Fasting Detail
({CSr J TA a:T
3/8"x3-M2" Corrosive Rxstice
;el Thur -Bolts (min.) �ic•�°ilcf%
x 8" x 0.072" x 0:224" Beam
' Center & S, de Notch Post to Beam Connection
4"x 48"x 0.030" Elite Roof
" x 8"x 0.072" x 0.224" Beam
PERMT #�_/ �r / 2<?
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�ryl s
F ! r.' ! � E t tE 1 N! E' :�'
iJT -;'Ntu � i,��f:J::f`,i ._.E'�tr�'t`rl���E�r:_, kvxG.
103A W. W!SC0NS1N" AVE., SDi € E , =
leaving the South line of said SW' -4, continue along said Northerly Rignt -or -way -line
,Ii.00021'50 "W., parallel with the West line of said W4, a distance of 629.37 feet
to the Point of Beginning; thence run N. 89058'41"W., 314.14 feet; thehce run
N.00021'50 "W., 154.45 feet to a point on the proposed Right -of -Way line lying
25.00 feet South of the centerline of Country Club Road; thence run S. 89042'28 "E.,
parallel with said centerline 314.15 feet; thence run S.00021'50 "E., 152.97 feet
to the POINT OF BEGINNING. Containing therein 1.1085 acres, more or less. _
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REVISION
PERMIT # C) q DATE U
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PROJECT ADDRESS c� L c ��e, i ��,�`c� nS �,L =� •��
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CONTRACTOR L Sr`,,, > G &
PHONE # jv 7 - 3;23 FAX #
DESCRIPTION OF REVISION L— *XJ S t�:r�
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UTILITY DEPT
FIRE PREVENTION
PLANNING
BUILDING ✓� G`
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1-�
2601 Country Club Road
This addition only has been designed in accordance with the requirements of the Florida
ZD
Building Code 2004 - Building, Chapter 16, Structural Design, with 2006 Supplement.
The following wind load requirements, in accordance with Section 1609 and ASCE 7 -02,
were employed in the design of the structure:
Basic Wind Speed: 120 MPH (3- Second Gust Wind Speed)
Building Category: II
Importance Factor: 1.0
Wind Exposure: B
Internal Pressure Coefficient: +/- 0.00
Design Pressure for Components & Cladding: 14 PSF
ZD
O
PERMIT # d ��
DATE;
7
DAVIS & CLEATON ENGINEERING, INC.
'i?3Vil.WISCONSIN AVE:, SUITE
DELAND, FLORIDA 32720
PH. # 386 - 733 -7475 LiC. # 35816
- AUr,aasnvomvCx=
25' x 25 Patio Cover
UVA L IRr
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. 11 4 1
1 141 ��u
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4' EEJ-- Rae
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- - -- ------ - - - --
28
Top View
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2s
Sanford Paint & Body
2601 Cony Club Rd.
Sid, PL
Ed SenezAiarnhnnn
720 N. VotasiaAve
Orange G5dv- FL
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t
0
P.
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'/" x 6" Lag Screws a
14/4" Fender Washer :
_ DOUDLE 2" x ZO" S.M.Q.
i,, AM � J r., (4) ais" x s^ rF au DDLrs
S AR.0 { J BEAM AND EACH POST
�` .T! ■P ^1 LL x 4" x 2p" GUSSET PLATE
EACH SIDE OF BEAM
SEE ROOF PANEL TO BEAM
FASrENIN4 DETAIL
I
I I
i I
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I I 4" x 4" x 0125' POST
BEAM TO POST ('ONNECTION
SCALE. N.T.S.
4" x 48" x 0.030" Elite Roof
pith �r
p ✓61e
Roof Panel to Beam Fasting Detail
REsIs7-.4 -A.Ir
(6) 3tg" x3-12" Corrmive R99C --
Steel Thur-Bolts (min.)
B
s a
Z'a s./-"./-�5.(Auhle)
+ -6 e e
1 IV, INS
1011" -
2" x4" x 0.050" Hollow
Knee Brace t
� I
yX y x 0.125" Al,mb. Post - >o Connection to Column & Be= W
0.050" "U" Ctrarmet=
Use (3) #12 S.lvU.
Front View DAMS & CLEATON ENGINEERING, INC.
103M WISCONSIN AVE.. SUITE #104
DELAND, FLORIDA 32720
Eh. t 386- 738 -7475 LI C. ,1.38 10
Knee Brace to Post & Beam Connection
2'6"
PERMIT # lU -
DATE: ` ..
2,6„ - "->, 2,6„
5 Rebar
Isolated Footing
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