HomeMy WebLinkAbout2577 River Landing Dras b6
f CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Job Address:
Parcel ID:
Description of Wor
Plan Review Contact Person: 11
Phone: b Fax
J •C( v O A/ C
Documented Constructfion Value: QS/ `•
MINION 11 /
Historic District: Yes
Property Owner Information
Name 0 Phone:
ell '
I--)
i ,AW''IIStreet: 1h C9106A .l CU U9!/, Resident of property?: l ifl
City, State Zip: L A"'I
Contractor Information
Name Phone:
Street: s V V Fax:
City, State Zip: State License No.:5
Architect/Engineer Information ,,!!
Name: yi Phone: J
Street: ( +t Fax: (q n) %i r (/` F7
City, St, Zip:
Bonding Company: Ok
Address:
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
Mortgage Lender: '
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
No. of Stories:
Plumbing
New Construction - No. of Fixtures:
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 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 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 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.
L
00A
Signature Owner/Agent 11ate Signature of ntract )r//Age Date
f
K i
Print Owner ge is Name j Print Contractor/ gent's Name
of Notary -State of Florida Date
ov.v nUB Nalary ruun' -." v' , --1
Jenna Hermans
NA 4 My commission DD669642
xiwes 05/02/2011 _
Owner/Agent is Personally Known to Me or
Produced ID / Type of ID
APPROVALS: ZONING: 2 •q4• ID UTILITIES:
ENGINEF
Z r
FIRE:
COMMENTS:
Rev 11.08
of Notary -State of Florida Date
i iolary ruuoc Otate u1 nuiwc
r Jenna Hermans
1diy i:ommission DD669642
1fof f ° xpires 05/02/2011
Contractor/Agent isPersonally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:/ 1- e,..r io
nnm
A a
Wi
B€City of Sanford
Planning and Development
ev Engineering Floodplain • - -
Flood Zone Determination Request Form
Name: Firm:
Address:
City: State: , Zip Code:_
Phone: Q43 -S- I Fax: Z Email:
v
j
Property Address:
Property Owner: M! 7- IG
Parcel identification Number:
Phone Number: Lle1 Email:°--'
The reason for the flood plain determination is:
New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
Flood Zone: Base Flood Elevation: I A- Datum: 411,14
FIRM Panel Number: J 2/170,.QaCoO r Map Date:
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
RLThe.structure is not in the:,floodplain floodway
If the subject property is determined to be flood zone `A', the best available information used to
determine the base flood elevation is,
Reviewed by: Date:—arj-A)
TAEngr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
June 23, 2010
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 21 Riverview Townhomes Phase 11, 2577 River Landing Drive
To Whom It May Concern,
The finished floor elevation of the structure located at:
2577 River Landing Drive, Sanford, Florida
Legal Description:
Lot 21, "RIVERVIEW TOWNHOMES PHASE II", according to the Plat thereof, as
recorded in Plat Book 75 at pages 51 through 58 Public Records of Seminole
County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 18,
sections
Sincer?Iy
erx,& Ass" ciates n,
Darae°'L Przemieni cki
Associate,Vice Pres'derit°`,,
DLP/bb
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal•Emergen y Management Agency Expires March 31, 2012
National Flood Insurance Program Important: Read the instructions on pages 1-9.
SECTION A - PROPERTY INFORMATION For Insurance Cornpany`Use
Al. Building Owner's Name MI Homes 20 61icy Number , N0m3
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. "Company NAIC`Nurrber
2577 River Landing Drive -
City Sanford State FI ZIP Code 32771
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 21, Riverview Townhomes Phase II, Plat Book 75 Pages 51-58 Seminole County, Florida
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 28°48'48.1" Long. -81°17'49.6" Horizontal Datum: NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1A
A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage:
a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage 220 sq ft
b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage
enclosure(s) within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA
c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in
d) Engineered flood openings? Yes ® No d) Engineered flood openings? Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
City of Sanford & 120294 Seminole County FI
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone
12117CO060 F Date Effective/Revised Date Zone(s) AO, use base flood depth)
9/28/2007 9/28/2007 X N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
FIS Profile FIRM Community Determined ® Other (Describe) N/A
Bl 1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 Other (Describe) N/A
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No
Designation Date CBRS OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction
A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h
below according to the building diagram specified in Item AT Use the same datum as the BFE.
Benchmark Utilized Seminole County BM8095501Vertical Datum NAVD 88
Conversion/Comments Note Construction Engineering plans are based upon NGVD 1929.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 23.8 ® feet meters (Puerto Rico only)
b) Top of the next higher floor 34.5 feet meters (Puerto Rico only)
c) Bottom of the lowest horizontal structural member (V Zones only) N/A. feet meters (Puerto Rico only)
d) Attached garage (top of slab) 23.5 ® feet meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building 23.0 ® feet meters (Puerto Rico only)
Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 22.9 ® feet meters (Puerto Rico only)
g) Highest adjacent (finished) grade next to building (HAG) 23.1 ® feet meters (Puerto Rico only)
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A. feet meters (Puerto Rico only)
structural support (\
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.-
Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a I,
licensed land surveyor? ® Yes No
w
NO
Certifier's Name Darae L. Przemieniecki License Number PSM 6030 <W M
Title Professional Surveyor and Mapper mpany Name Herx & Associates, Inc.
Address 769 Douglas Avenu It Altamonte Springs State FI ZIP Code 32714
Si nature Date 06-23-10 Telephone 407-788-8808
Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions
4' . _ _
IMPORTANT: In these spaces, copy the corresponding information from Section A.Forinsurance.Corripany Use
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
2577 River Landing Drive
City Sanford State FI ZIP Code 32771
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments Item C2e refers to Air Conditioner slab elevation.
Flood Zone was determined by p is lotting on FE A Flood Insurance Rate Maps.
Herx & Associates, Inc. assume no re onsibility for a(aVtual flooding conditions.
Signature )„ , _ )\ I \/
n Date 06-23-10
Check here if attachments
SECTION E -BUILDING ELIfVAJION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is feet meters above or below the LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor
elevation C2.b in the diagrams) of the building is feet meters above or below the HAG.
E3. Attached garage (top of slab) is feet meters above or below the HAG.
E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? Yes No Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE)
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9.
G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or, architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. The following information (Items G4 -G9) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: New Construction Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building: feet meters (PR) Datum
G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum
G10. Community's design flood elevation feet meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
Check here if attachments
FEMA Form 81-31, Mar 09 Replaces all previous editions
Building Photographs
See Instructions for Item A6.
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
2577 River Landing Drive
City Sanford State A ZIP Code 32771 Company NAIC Number
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to
the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right
Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the
reverse.
Front View
Building Photographs
Continuation Paae
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
2577 River Landing Drive
City Sanford State FI ZIP Code 32771 Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all
photographs with: date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View."
Rear View
366.37'
Mayb-A
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
CJ,)
W
V
0
Map of Survey
Tract 'A"
Open Space, Acce.1s, Landscape, Drainage & Utilities
N54'22'31 "W
38.76' N 22.50'N 22.50'
F7777771
22.50'
177777771N
Wnm v
Thome
Offset®
23.8
O.R.B.
1355'
11.5'
Lot26 Lot 27 4.3
Plat Book
Lexington Princeton Princeton Trenton
d
Can
ntral or (Delta) Angle
Rivervie
CALC Calculated
P.C.P.
shed7-
Unit
Floor
Lot 21 Lot22 Lot23 Lot24
262.88'
N54 °2231 "W 629.25'
190.01'
22.50' 12122.5571 T-3875,
E1S.
1' Concre
Flat Curb
PCP
CIL River Landing Drive
R/W Varies) Tract "B"Access
LEGAL DESCRIPTION
Lots 21, 22, 23, 24, 25, 26 & 27, "Riverview Townhomes Phase ll';
according to the plat thereof as recorded in plat book 75 at page(s) 51- 58 of
the public records of Seminole County, Florida.
FLOOD HAZARD DATA: The parcel shown hereon lies within flood zone X"
according to the Flood Insurance Rate Map communitypanel number
120294-0060F dated 912812007.
Flood Zone determination was performed bygraphic plotting from Flood
Insurance Rate Maps provided by FEMA. No field surveying was performed by
this firm to determine this zone. The exact zone location can only be determined
by an elevation study. We assume no responsibility for actual flooding
conditions.
General Notes: 2 i1. This is a BOUNDARY Survey performed in the field on - J
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown herecn, if any, are assumed and were oktaired. m approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights-of-way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
B. Copies of this Survey may be made for the original transaction only.
Y Denotes /: iron rod with plastic cap marked LB4937, or i4" iron rod with
red plastic cap marked'"Witness Comer", unless'othenmise noted.
O Denotes'P C P.i(
kel
marien`t;control point)
0 Denotes Peri anen`i Refeience W' uinenk, "
2010 Herx& A csoclates'/nc.. All rights esaAd
ca J a[Jo n: Jv r MJawh/[ou[ rhe Je r .;a,'a [he orl9r w abed seal
e da. f/censed Surveyor and peer
This wry ii;meds the reouirementsrlr t e Flotir`fa mmum T9 h Kcal
Parae L. Przemiemeau P.S M Registered Su eyor nd'Mappe.r,No., 6030
Herx 8 Associates Inc'State of Florida LB 4937. '
SETBACKS:
Front 21.5' Side : 7.17" Rear: 4.5'
BEARING BASE. The bearings shown hereon are based upon the
eastern plat boundary as being N00°10'00"W.
Vertical datum shown hereon has been converted to NAVD88 using Vertcon.
Legend
1 11.5'
Trenton Princeton Lexington m
Thome
Offset®
23.8
O.R.B.
k9,
Lot25 Lot26 Lot 27 4.3
E1S.
1' Concre
Flat Curb
PCP
CIL River Landing Drive
R/W Varies) Tract "B"Access
LEGAL DESCRIPTION
Lots 21, 22, 23, 24, 25, 26 & 27, "Riverview Townhomes Phase ll';
according to the plat thereof as recorded in plat book 75 at page(s) 51- 58 of
the public records of Seminole County, Florida.
FLOOD HAZARD DATA: The parcel shown hereon lies within flood zone X"
according to the Flood Insurance Rate Map communitypanel number
120294-0060F dated 912812007.
Flood Zone determination was performed bygraphic plotting from Flood
Insurance Rate Maps provided by FEMA. No field surveying was performed by
this firm to determine this zone. The exact zone location can only be determined
by an elevation study. We assume no responsibility for actual flooding
conditions.
General Notes: 2 i1. This is a BOUNDARY Survey performed in the field on - J
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown herecn, if any, are assumed and were oktaired. m approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights-of-way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
B. Copies of this Survey may be made for the original transaction only.
Y Denotes /: iron rod with plastic cap marked LB4937, or i4" iron rod with
red plastic cap marked'"Witness Comer", unless'othenmise noted.
O Denotes'P C P.i(
kel
marien`t;control point)
0 Denotes Peri anen`i Refeience W' uinenk, "
2010 Herx& A csoclates'/nc.. All rights esaAd
ca J a[Jo n: Jv r MJawh/[ou[ rhe Je r .;a,'a [he orl9r w abed seal
e da. f/censed Surveyor and peer
This wry ii;meds the reouirementsrlr t e Flotir`fa mmum T9 h Kcal
Parae L. Przemiemeau P.S M Registered Su eyor nd'Mappe.r,No., 6030
Herx 8 Associates Inc'State of Florida LB 4937. '
SETBACKS:
Front 21.5' Side : 7.17" Rear: 4.5'
BEARING BASE. The bearings shown hereon are based upon the
eastern plat boundary as being N00°10'00"W.
Vertical datum shown hereon has been converted to NAVD88 using Vertcon.
Legend
Temporary Benchmark
0 Offset®
assumed datum) O.R.B. Oficial Records Book
BOW Back of sidewalk PB Plat Book
C/L Cantetiine
PC Point of Curvature
d
Can
ntral or (Delta) Angle
PCC. Point of Compound Curvature
CALC Calculated
P.C.P. Permanent Control Point
CB Chord Beating PG. Page
C. Chord P.R.M. Permanent Reference Monument
C.M. Concrete Monument
P/L Property Line
EL, orELEV Elevation (Proposed) P. O. B. Point of Beginning
FINAL EL. Elevation (Measured)
P. O. C, Point of Commencement
Fn Found
PJ. Point of Intersection
Fin.Fl. Elev. Finished Floor Elevation
PRC. Point of Reverse Curvature
I.P. Iron Pipe
PT. Point of Tangency
I.R. Iron Rod
R Radius.
L Arc Length
RAD Radial Line
LB Licensed Business
RES. Residence
LS. Land Surveyor
RAV Right -of -Way
Mee Measured
TSM Temporary Benchmark
N/D(NBD) Nail and Disk
TYP. Typical
N.R. Not Radial Fence symbol (see drawing)
X—X- Fence symbol (see drawing)
Drawn by: CM
Checked by: DP
Prepared for: M/i Homes
Job Number. • 07-005-01
Scale: 1"=40'
Plot Plan Performed: 0111-f0
Formboard Survey: 03-10-10
Final Survey: 06-12-10
Revisions:
PROFESSIONAL LAND SURVEYORS
TRANSMITTAL LETTER
JUNE 23, 2010
TO: ANTHONY COMPANY: M/I HOMES
COPIES LOT # DESCRIPTION
ELEVATION CERTIFICATES
1 (21-27) RIVERVIEW TOWNHOMES
SIGNED: DARAE
COPY: FILE
AD
z
D CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
cC
Application No: Documented Construction Value: $ 7
Job Address: Z 5777 1 vh 2 LRt-d/N4 Historic District: Yes No
Parcel ID: Zoning:
Description of Work: P(6M i)QSZ VIZ,,- 1,,/3-ri.ix/6, zS
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Namef "1 1 (ion-rr S _ Phone: t[ b 7 -
Street: 760 Co w a, r r_") L cl%lZ pt'I wv Resident ofroPeP rt3'
City, State Zip:
Contractor Information
Name TzaDrci;l/c (,'-c Phone: L-i'o 6
Street: % Y 6 S % C 0 .t. r N L 0/2 Fax:
City, State Zip: a R G» o % L 32 2-O State License No.: C /-G Y z S
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
Building Permit, D
Square Footage O
No. of Dwelling Units:
Electrical
New Service -Wo. 'of AMPS:
PERMIT) NFORMATION
Construction Type: No. of Stories:
Flood Zone:
Plumbing
New Construction - No. of Fixtures:
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads:
3 U7.
Q099
l
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.
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.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
q%
re of
Contractorr`
i
Agent Date
yticlol"
Print Contractor/Agent's Name
JJ V, - ti k 3 110/r0
Signature of Notary -State of Florida% Date
otet°
Y Pv,, Notary Public State of Florida
r , Vickie L Clayton
c` my Commission DD760637
OF
F-;cpires 03126/2012
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Tropical Plumbing
and Septic Inc.
Quotation
19468 B. Colonial Dr. Office (407)-568.0111
Orlando, FI 32820 Fax (407)-568-0119
To: M.I.Homes Townhomes Job: Riverview Townhomes
Sunrise)
Lexington (A)
29/09
This quote is per the plans we received from your company.
Master Bath: upstairs
1 Toilet (Elongated Proflo) White/Biscuit
1 Lays (19"round China Proflo. w/Moen Chateau chrome 4920)
1 R.Tub (Jacuzzi 60x36 Nova 536 Soaker w/Moen Chateau Chrome T4902)
1 Shower (Jacuzzi 4802 Basin. w/Moen Chateau Chrome T182/62300)
Bath # 2 upstairs
1 Toilet (Elongated Proflo) White/Biscuit
1 Lav (19"round China Proflo. w/Moen Chateau chrome 4920)
1 Tub (6000 Sterling Acrylic Tub/Shwr unit. w/Moen Chateau chrome T183/62300)
Bath # 3
1 Toilet (Elongated Proflo) White/Biscuit
1 Lav (19"round China Proflo w/Moen Chateau chrome 4920)
1 Tub (6000 Sterling Acrylic Tub/shwr Unit.w/Moen Chateau Chrome T183/62300
1 Washer Machine Pan w/1" drain for upstairs Laundry room
Kitchen
1 Sink(33x22 S/S 50/50 6" std)
1 Faucet (Moen Chateau Chrome 7430)
1 Disposel ( 1/2 HP )
Water Htr. 1 State 40Ga1
Hose Bibbs - 1
1 -Washer Box, I- Ice maker & A/C chase are std. for every house. Sewer & water with
in 60ft of Building. Sewer taps not over 4' Deep. All water Lines are CPVC. Add water
hammer arresters as per code.
Total Plumbing --$6,775.00
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
31.VO
HAMM
S391n nag ' jNV SNINNVld
00JA3a Ntlia 1 t1' ill . [ U3NtlS 30 A119
Map of Survey
RECE,VED
Tract 'A'
Open Space, Access, LandscaPA,431fi`es# U — /0
C2 EL: 13.0 CIL EL: 23.60 Proposed 5' Sidewalk
366.37' Inlet A 262_88'
N54 022'31 "W V 629.25' PCP
SCA Maybeck
Court CIL River Landing Drive
R/W Varies) Tract "B"Access
LEGAL DESCRIPTION
Lots 21, 22, 23, 24, 25, 26 & 27, "Riverview Townhomes Phase ll';
according to the plat thereof as recorded in plat book 75 at page(s) 51- 58 of
the public records of Seminole County, Florida.
FLOOD HAZARD DATA: The parcel shown hereon lies within Flood zone X"
according to the Flood Insurance Rate Map community panel number
120294-006OF dated 9/28/200"1.
Flood Zone determination was performed by graphic plotting from Flood
insurance Rate Maps provided by FEMA. No field surveying was performed by
this firm to determine this zone. The exact zone location can only be determined
by an elevation study. We assume no responsibility for actual flooding
conditions.
General Notes: PRQPOSED1. This is a BOUNDARY Survey performed in the field on
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights-of-way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
8. Copies of this Survey may be made for the original transaction only.
o Denotes %" iron rod with plastic cap marked LB4937, or X" iron rod with
red plastic cap marked "Witness Corner", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
2009 Herx & Associates Inc. All rights reserved
Certification: Not valid withoLfCthe Signa re and therlynal raised seal
of a Florida licensed Surveyo and Mapp
ey meets the requirem ISO th lorida Minim m 7hchnical
Standar s contained intChap 61,G17-6 Florida Ad 'nistOptive Code.
William A. Herx, P. L. S. Florida Re isle d L d Surveyor No. 31829y
Darae L. Przemieniecki, P.S.M. Registe d S rveyorand Mapper No. 6030
Herx & Associates Inc., State of Florida LB4937
SETBACKS. -
Front 21.5'
ETBACKS.
Front.•21.5' Side :7.17" Rear: 4.5'
BEARING BASE. The bearings shown hereon are based upon the
eastern plat boundary as tieing N00°10'00"W.
Vertical datum is based on engineering plans as provided by the client
prepared by Evans Engineering, Inc., Job # 12001.
Legend
Temporary Benchmark O.R.B.
N54 022'31 W 190.01'
C/L Centerline
d Central or (Delta) Angle
CALC
Cn38.76, 2250' 22.50' 22.50' 22.50' 22.50' N 38.75'
w
FINAL EL.
W
FC. Found
Fin.Fl. Elev. Finished Floor Elevation
I.P. Iron Pipe
I.R.
W
L Arc Length
El
Licensed Business
EJ El o 0 00
N/D(N&D) Nail and Disk
N.R.
j 15.6 ieret N N Lenin 15.7 Gj aQ,
Drawn by: CM
1355'
Checked by: DP
d
V
N
11.5' :
Lexington Princeton Princeton Trenton Trenton Princeton
11.5'
Lexington
V
N p O
Foundation Survey:
Final Survey:
Revisions:
m
o Riverview 7 -Unit wnhome V
e
vy
49. D x 158. 'W y9' m y y
v g O Fit'shed Floor El v.:24.6 ti
N 4,3" Lot Lot 22 Lot 23 Lot 24Co27 . Lot25 Lof26 Lot 27 a.3' co y y y
y o
O
y 21 10.6'
Y
m &
2, aY151f.T
i1.T V4iY
i1.T 117, 11.3'2 3' 3' 157 a
D
a ko
2 N
225038. 6' 2250' 2250' 22.50 22.50' 3 .75'
C2 EL: 13.0 CIL EL: 23.60 Proposed 5' Sidewalk
366.37' Inlet A 262_88'
N54 022'31 "W V 629.25' PCP
SCA Maybeck
Court CIL River Landing Drive
R/W Varies) Tract "B"Access
LEGAL DESCRIPTION
Lots 21, 22, 23, 24, 25, 26 & 27, "Riverview Townhomes Phase ll';
according to the plat thereof as recorded in plat book 75 at page(s) 51- 58 of
the public records of Seminole County, Florida.
FLOOD HAZARD DATA: The parcel shown hereon lies within Flood zone X"
according to the Flood Insurance Rate Map community panel number
120294-006OF dated 9/28/200"1.
Flood Zone determination was performed by graphic plotting from Flood
insurance Rate Maps provided by FEMA. No field surveying was performed by
this firm to determine this zone. The exact zone location can only be determined
by an elevation study. We assume no responsibility for actual flooding
conditions.
General Notes: PRQPOSED1. This is a BOUNDARY Survey performed in the field on
2. No aerial, surface or subsurface utility installations, underground improvements or
subsurface/aerial encroachments, if any, were located.
3. Building ties shown are to the exterior unfinished foundation surface or formboard.
4. Elevations shown hereon, if any, are assumed and were obtained from approved
Construction plans provided by the Client unless otherwise noted, and are shown
only to depict the proposed or actual difference in elevation relative to the assumed
temporary Benchmark shown hereon.
5. The parcel shown hereon is subject to all easements, reservations, restrictions, and
Rights-of-way of record whether depicted or not on this document. No search of the
Public Records has been made by this office.
6. The legal description shown hereon is as furnished by client.
7. Platted and measured distances and directions are the same unless otherwise noted.
8. Copies of this Survey may be made for the original transaction only.
o Denotes %" iron rod with plastic cap marked LB4937, or X" iron rod with
red plastic cap marked "Witness Corner", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
2009 Herx & Associates Inc. All rights reserved
Certification: Not valid withoLfCthe Signa re and therlynal raised seal
of a Florida licensed Surveyo and Mapp
ey meets the requirem ISO th lorida Minim m 7hchnical
Standar s contained intChap 61,G17-6 Florida Ad 'nistOptive Code.
William A. Herx, P. L. S. Florida Re isle d L d Surveyor No. 31829y
Darae L. Przemieniecki, P.S.M. Registe d S rveyorand Mapper No. 6030
Herx & Associates Inc., State of Florida LB4937
SETBACKS. -
Front 21.5'
ETBACKS.
Front.•21.5' Side :7.17" Rear: 4.5'
BEARING BASE. The bearings shown hereon are based upon the
eastern plat boundary as tieing N00°10'00"W.
Vertical datum is based on engineering plans as provided by the client
prepared by Evans Engineering, Inc., Job # 12001.
Legend
Temporary Benchmark O.R.B.
assumed datum)
BOW Back of sidewalk
C/L Centerline
d Central or (Delta) Angle
CALC Calculated
CB Chord Bearing
CD Chord
C. M. Concrete Monument
EL. or ELEV Elevation (Proposed)
FINAL EL. Elevation (Measured)
FC. Found
Fin.Fl. Elev. Finished Floor Elevation
I.P. Iron Pipe
I.R. Iron Rod
L Arc Length
LB Licensed Business
LS. Land Surveyor
Mea Measured
N/D(N&D) Nail and Disk
N.R. Not Radial
fetch of Legal Description
This is NOT a Survey
0/S Offset
O.R.B. Official Records Book
PB Plat Book
PC Point of Curvature
PCC. Point of Compound Curvature
P.C.P. Permanent Control Point
PG. Page
P.R.M. Permanent Reference Monument
PA- Property Line
P.O. B. Point of Beginning
P.O.C. Point of Commencement
P.I. Point of Intersection
PRC. Point of Reverse Curvature
PT. Point of Tangency
R Radius
RAD Radial Line
RES. Residence
RNV Right -of -Way
TBM Temporary Benchmark
TYP. Typical
Fence symbol (see drawing)
X—X- Fence symbol (see drawing)
Drawn by: CM
Checked by: DP
Prepared for. M/l Homes
Job Number: 07-005-01
Scale: 1"= 40'
Plot Plan Performed., 01-21-10
Foundation Survey:
Final Survey:
Revisions: