447 Sand Cove Dr (new carport)RECEIVED CITY OF SANFORD
\✓ APR 15 2010 BUILDING & FIRE PREVENTION
PERIOJT APPLICATION
F� v�v Al
�O o� Documented Congtruction Value: $
Application No: ..r=
Job Address: c./ L17 SN eov�
Parcel ID: is a u 3 0 -3o6 - 013 0- 0060
Historic District: Yes ❑ No El—
Zoning:
Description of Work: /v9(11/
Plan Review Contact Person: 1 v�v al o -s Y1\ N-yT v, -,e2- Title: 19rt"sJe1
Phone: 3L) - 37 7 - 50 �i y Fax: Yv7 - a 13- 1 / yf E-mail: C {'YJt /1 C1Cl1 &Se ,�QG.���,
Property Owner Information ;
Name u ett S t ' pN <� c(� • Phone: �. �/ U 2 a 1 C-47 7
Street: A1,1 Cl( Co vim n4 v� Resident of property?
City, State Zip: .S/+A., &U2G �I 3 �.�7� r�� �'3? 00
Contractor Information
�• Lfi GU„� iti v'7�iuw ti Phone: C/ u 7- o 3 3 q �S,? 1-
Name Ge. 4P n.- ,
Street: 31(, L e e wt,-, Nz- Fax: Lfy 7 -a R 114
City, State Zip: Q(Ct�jo f%I 72-.9-09- State License No.: C9C u aq A,,9 7
Architect/ Engineer Information
Phone: 916 1- 74 U -
Name: Q o e& jj-� f2 b, Cent
Street: P -yo i rayL1C1n,e2 d
City, St, Zip: ��✓f-n c�, 3 �-�S/
Bonding Company: 4 11A
Address:
Building Permit .
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: JbU Construction Type: No. of Stories:
No. of Dwelling Units:
Electrical ❑
New Service - No. of AMPS:
Flood Zone:
Plumbing ❑
I
New Construction - No. of Fixtures:
Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads:
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 IldPROVEMENTS 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 COMM ENCEM ENT.
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 property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
0'u'- � L, I 1q((0
Signature of owner/Agent Date signature of Conawtor/Agan Date
.:: 4xl� 4wl,'V e Z—
Mnt.Awner/A=fs Name PrintCnntractor/Ammes Nmm
of Notary S f Fl�ida Date Signature of Notary to of Florida Date
+ a� Notary Public State of Florida
;p Andrea Johnson w°e` Notary Public State of Florida
ca My Commission DD707395 ;p ;Andrea Johnson
QF..; Expires 0812312011 "�C con My Commission DD707395
!'►Cst�.P+� �,+�«' +, ' OFtto� Expires 08123/2011
Owner/Agent is Personally K4own to Me or Contractor/Agent is Personally Known to Me or
Produced ID _Type of.10 L Produced ID c ---Type of ID
2
APPROVALS: ZONING: `2 UTILITIES: WASTE WATER:
ENGM-EF:FIRE: BUILDING: 2� °
COMMENTS:
Rev 11.08
PROPOSAL
PROPOSALSUDMI"cu 1v:
NAME
ADDRESS
.Gt��1 Dg (�1
-:5pv�A64JI, FL -
PHONE NO. 'Z _ (O �y Q
ADDRESS
DATE OF PLANS
ARCHITECT
We hereby propose to furnish the materials and perform the labor necessary for the completion of
FPay? t— 0 Also f
r .
it 1v vo%%
J. y,�agA IV
ri
All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifi-
• cations submitted for above work and completed in a substantial workmanlike manner for the sum of
Dollars ($ )
with payments to be made as follows.77
f
Respectfully submitte,
Any alteration or deviation from above specifications involving extra costs
will be executed only upon written order, and will become an extra charge Per
over and above the estimate. All agreements contingent upon strikes, ac-
cidents, or delays beyond our control.
Note—This proposal may be withdrawn
by us if not accepted within days.
4
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work
as specified. Payments will be made as outlined above.
Signature
Date Signature
aP'— 3818-50 PROPOSAL ,
MADE IN USAA�t ,
IR
LBUTED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: da v
I hereby name and appoint: P //, Z L,f- s el 6eR T
an agent of
, Lr C
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
0 All permits and applications submitted by this contractor.
rD� The specific permit and application for work located at:
Expiration Date for This Limited Power of Attorney: 6LO1 120,10
License Holder Name:
State License Number
Signature of License f
.3.)-973
STATE OF FLORIDA
COUNTY OF-5e`a7"t e—
The foregoing ent was acknowledged before me this qday of_a
201�� bytLG ' �os /y%A��i we2� who is personally known
to me or o who has produced
identification and who did (did not an oath.
jjg-mature IJFf,)
(Notary Seal) 1&(1p"`ec_ A n C d k)
Print or type name
pU Notary Public State of Florida
Andrea Johnson
t My Commission DD707395
0 moo` Expires 08/23/2011
(Rev. 327!07)
Notary Public - State of P(—
Commission No. '6b -7o-7 3�?
My Commission Expires: a a�
LLI
THIS INSTRUMENT PREPARED BY:
Name: AX/a S M —4r,..? L -
Address: •S I (,Lee -4,,1)" b/z-
State of Florida
SEMINOLE COUNTY
FLORIDA'S r",ru L CHOICE
I 1111 it 411111111110111011111 [it It11101111INIIII 11111
M1iYANNK Mfft;1.1 i LIt --RK i3FF U013 YT MOT
SEMINOLE 1,"TY
PK 07365 Pq 15091 (1pg)
CL E RK II S # 2010043081
REL't11111I) 041151P014 41:40:58 PM
i1Et1t11iI)INti F11 -ti 14.00
REL'11141)I_U )tY J Eckenroth(all)
NOTICE OF COMMENCEMENT
Permit Number Parcel ID Number (PID)
The undersigned hereby gives notice that improvement will be made to certain real property, and in. accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address if available)
_ J/%/% .SAIVd Coifs PR-
,5rANA6gcL Wit, 3a7Z-3
GENERAL DESCRIPTION OF IMPROVEMENT /Z/90 C A)! bio RT" 1 a Y 5a
OWNER INFORMATION ri
Name and address: I y j s R &0,
4417.51A17141 Cv'JL i
5)
7
CONTRACTOR
Name and address: l�irduC 2- Z !fie` ex 9,
ve—
- -
!2
Persons within the State of Flori
by Section 713.13(1)(b), Florida!
Name and address: t
In addition to himself, Owner Designates
Section 713.13(1)(b), Florida Statutes.
520 S-11
upon whom notice or other documents may be served as provided
To receive a copy of the Lienor's Notice as Provided in
Expiration Date of Notice of Commencement:
The expiration date is 1 year from date of recording unless a different date is specified.
of
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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA COUNTY OF SEMINOLE
OWNERS SIGNAT I RE OWNERS PRINTED NAME
"(NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead."
The foregoing Instrument was_acknowlpdged before me this _L_Lday of A -120)0
by, ��' -c•`� Who is personally known to me
Name of person ma ing statement
OR who has produced identification type of identification produced
VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES.
UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE F�C� "5T1�WDgft
ARE TRUE TO THE BEPT OF MY KNOWLEDGE A D LIEF. ANNE MORSE
.O CLERK Of CIRCUIT COURT
SEV)INOLE C06NM FLORIDq
SIGNATURE OF NATURAL PERSON SIGNING ABOVE r
totaryPP blicstateofFloddd ' FQpR 15 1�010
r Andrea Johnson L
UC�1��'
My Commission DD7JWI-AL)
Expires 08/2312011
Signature
to- i 2y2
CARRIAGE COVE
TENANT REQUEST FOR IMPROVEMENT
TODAY'S DATE: 3-�-5 -),0 j
PROJECTED DATE WHEN IMPROVEMENT IS TO TAKE PLACE: i �Gc7�L l -t s
TYPE OF IMPROVEMENT: GAfj%-9pt1 I
MATERIALS TO BE USED FOR IMPROVEMENT: Al -am,
PERSON/COMPANY INSTALLING: �elkE eR! AZDA4- t !Ve-
SUBCONTRACTOR'S LICENSE NO.
PLEASE DRAW A DIAGRAM OF PROPOSED WORK:
M
I
Pw4Rl;O�� I1�t V S=
6 �I
SAS COW moi?
NOTE: IT IS THE RESPONSIBILITY OF THE H MEOWNER TO NOTIFY THE
UNDERGROUND UTILITY LOCATER (1400-432-4 70) PRIOR TO THE START OF
ANY WORK.
IT IS THE RESPONSIBILITY OF THE HOMEOWNER TO APPLY FOR ALL
NECESSARY PERMITS.
SIGNATURE OF HOMEOWNER: ���JIMJV
PRINT NAME OF HOMEOWNER: _
LOT # 1 *4 -/
<<5 L
7 ee
c�s 1
TELEPHONE # ` /� J 9 7 7
APPROVAL OF MANAGEMENT/LANDLORD:
DATE OF APPROVAL:
j
NO WORK IS TO BEGIN UNTIL WRITTEN APPRO AL HAS BEEN RECEIVED.
ii
CARPORT COVER
for
Curtis Greenfield
447 Sand Cove Drive
Sanford, Florida 32773
Jam! qua tarn a=-1
�a�'-.•- .LYS -ice --•-- f rJ
!
/! T i I ✓ I44J,/ �9uA0 C±esS.4u,�sY
.�,t /Has�i• i+ �� i! Ii g«!r_8nxrt ,I�yl�`• �iJ'.
L'ii
Location
Map
Y
'
Cover Sheet, Sheet Index and Location Map
1.2
N.. R.W.I.Ms.. Date
2.1
Roof Layout Plan and Front Elevation
3.1
Sections and Details
00O
Section and Details
�
40 -
O
L
O
Q ��X
CNCn
W
Sheet Index
1.1
Cover Sheet, Sheet Index and Location Map
1.2
General Notes
2.1
Roof Layout Plan and Front Elevation
3.1
Sections and Details
3.2
Section and Details
Date
Date
04-72-10 1
Scale NONE
N M
Cn
�pN
2013
Y W
coo W
Cil
C
�
40 -
O
Date
Date
04-72-10 1
Scale NONE
N M
O
�pN
CL
40 -
Date
Date
04-72-10 1
Scale NONE
r,
,f
DESIGN CRITERIA
D1 ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FLORIDA BUILDING
CODE 2007 EDITION W/ 2009 REVISIONS, ASCE-7-05 AND THE GUIDE TO ALUMINUM
CONSTRUCTION IN HIGH WIND AREAS AS PUBLISHED BY THE ALUMINUM ASSOCIATION OF
FLORIDA, INC.
D2 DESIGN LOAD VALUES,
WIND SPEED: 120 MPH
BASIC WIND PRESURES: 17 PSF
WIND PRESURES: ROOF PANELS: 22 PSF
POSTS: 14 PSF
EXPOSURE: "B"
IMPORTANCE FACTOR: .77
MEAN ROOF HEIGHT: LESS THAN 15'
DEFLECTION LIMIT: POSTS: L/120
ROOF PANELS L/120
D3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND
SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE APPLICABLE BLDG
CODE, LATEST ADOPTED EDITION.
GENERAL NOTES:
G1 THIS ENCLOSURE HAS BEEN DESIGNED FOR ATTACHMENT TO A FACTORY BUILT
MODULAR STRUCTURE. THE CONTRACTOR SHALL DETERMINED THAT
THE HOST STRUCTURE IS IN GOOD CONDITION AND OF ADEQUATE STRENGTH TO
SUPPORT LOADS IMPOSED BY THESE ADDITIONAL STRUCTURES.
G2 ALL SELF -MATING SECTIONS SHALL BE FASTENED AT 24" OC EACH FACE W/ MINIMUM
#10 x 3/4" TEK SCREWS THAT SHALL FULLY PENETRATE EACH FLANGE.
G3 THE NOMINAL THICKNESS OF EXTRUDED STRUCTURAL ALUMINUM
MEMBERS SHALL BE FORTY THOUSANDTHS OF AN INCH (0.040) MINIMUM.
ALUMINUM ALLOY SHALL BE 6063-T6 OR 6061-T5.
G4 REFER TO DETAILS FOR ADDITIONAL FASTENER SIZE AND NUMBER
REQUIRED FOR RIGID CONNECTIONS.
G5 REFER TO TABLE 1.2.1 FOR MINIMUM FASTENER DIAMETER & EDGE DISTANCES.
CONCRETE:
C1 CONCRETE SHALL BE A MINIMUM OF 2500 PSI "READY MIX" OR "QUICKCRETE". IF
QUICKCRETE IS USED IT SHALL BE MIXED ON SITE IN ACCORDANCE WITH MFR.
INSTRUCTIONS TO ENSURE QUALITY.
TABLE 1.2.1
�C�rE UU
SC�IEDUL�C
SCREW
SIZE
NOMINAL
DIAMETER
EDGE TO
CENTER
CENTER TO
CENTER
#8
0.156
5/16"
5/8"
#10
0.188
3/8"
3/4"
#12
0.219
1/2"
1"
IA.
0.250
1/211
1"
-� 12
3
3.1
hl
0
x
i M
i x
i M
- --EXIST_CONC SLAB
CARPORT
1 SECTION
3 - SCALE 1 1/2" = 1'-0"
ROOF PAN ATTACHED TO
EDGE BEAM W/ (4) #10 TEKS
EXTRUDED OR BRAKE FORM (.032 -' ��
MIN.) ROOF HEADER ATTACHED TO 0.019 ROOF FLASHING
EXISTING STRUCTURE W/ (2) #10 x 2" ATTACHED TO ROOF WITH
TEKS @ 24" OC STAGGARD TOP AND ; #10x3/4" TEKS @ EACH PAN
BOTTOM.
----------------�
(4) #10 x3/4 TEK SCREWS
EACH PAN, BOTTOM TYP.
EDGE BEAM
SEE PLAN -
Typical Roof Header to
1 Host Structure Connection
3 - SCALE 3" = 1'-0"
ATTACH BEAM TO POST
WITH (3) 3/8" DIA, x 4 "
THRU-BOLTS
Typical Roof Panel
2 to Edge Beam Detail
3 - SCALE 3" = 1'-0"
L 1x1x0.040 GUTTER
SUPPORT @ 24" OC W/ (2)
#10 TEK SCREWS TO PAN
AND (1) IN GUTTER LIP
0.024 BREAK
FORM GUTTER
ROOFPAN
SEE PLAN
1'-0" 1'-0"
01 . M No. Revisionnssue Date
zz
N
0) C14
® ® ® ® ; 0 ) C
NOTE: PAD FOOTING REQUIRED WHEN POST IS o °�
NOT ATTACHED TO EXISTING 4" CONCRETE PAD. ® ® ® ® ® ® ® ® ® ® ® N
t--------------------------------------------------------------------- -- ------------------------ ; tom/) ^
,SII M Im
1 - GUSSET PLATE 0.072 x 6 1/2"x 2'-0" `8
EACH SIDE OF BEAM W/ (16) #10 EDGE BEAM.-• �i
TEKS AS SHOWN SEE PLAN
CD
•ztaN Q
3x3x0.060 ALUMINUM POST 1 Typical Beam Splice Detail �_ w w ; z
3 - 2 SCALE 3" = T-0" f ` ; moi• Q
W/ EXTRUDED POST BASE vv��
+ ATTACHED TO FTG WITH (4) ROOF PAN �i� •• Q • ``���
1/4 DIA. x 2 1/4"TAP-CONS I I SEE PLAN i�*N �.
U �
(2) 5/16" DIA.x 4" ® -ccoD NZ
° ----- � THRU BOLTS2�-0�� � c � � U-) w
MATCH EXIST ® 7ia7i` `� � a
° z c
° ° SLAB o
°4 ° ° ° ® ® ® ® N a V
77
° ° ° d /
° ° ° / EDGE BEAM 1x2x0.044 "H" CLIP
° ° °°
\ � ° ° SEE PLAN
\ ° °
° °
° ° ° ° ° LLI
° ° ° ° ° ° _ POST SEE PLAN j •� is,°
PAD FOOTING °
24x2' -0"x2'-0" W/ (2) ° a ° ° °° N
2x3x0.045 KNEE BRACE AT EACH N
#5 REBAR EACH ° U
WAY, BOTTOM O
° ° ° ° ° ° - POST, TYPICAL ATTACH TO i O O •L
�� ° ° ° ° ce) POST AND BEAM W/ #10 TEKS 0 O 0 U O
AS SHOWN EACH SIDE OF CLIPS CL 4 z �=
°
° :2-Vv
j= C
U CU � c
3" CLR. 1x2x0.044 "C" CHANNEL CLIP ® ( j
24" SQUARE
i Typical Column Pad
. Typical Knee Brace Project Sheet
3 Footing Detail 2 Date
Detail GREENFIELD
.V
04-12-10 3.2
3 _ 2 SCALE 1 1/2" = 1'-0" .3 _ 2 SCALE 3" = 1'-0" Sale
AS NOTES
OFFICE