HomeMy WebLinkAbout2562 River Landing Drk 105 poor
Application #
Job Address:
Parcel ID:
CITY OF SANFORD PERMIT APPLICATION /
L---(r
RECEIVED
Submittal Date: /
T
d T
I U Value of Work: $
TTT
JUL 2 12008
Description of Work: JUWWOM
Zoning: Historic District:
Square Footage:
Permit Type: Building pk Electrical Mechanical Plumbing
Electrical: New Service — # of A VtPS J Addition/Alteration
Fire Sprinkler/Alarm Pool Sign
Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines .4 of Gas Lines
Plumbing/New Residential: # of Water Closets oPlumbing Repair —Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: _ (FEMA form required
i.... .................
Property Owner: I (
J _
Contractor: 7
MAIAddress: w Address:
Phone' E-mail:'
Bonding Company: 1___
11
Address:
Architect/Engineer:
Phone: ` State License Number: C%
Mortgage Lender:
Address:
Phone:
Address: SIA 4 VIC! (15 OIN ir i v Fax:
Plan Review Contact Person: OY-44 Phone:gb%' 0'7* Fax: ' E-mail:
p5l Mi ADWSICON
Application is hereby made to obtain a permit to do the work and installations as intficated- 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 ail 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.
N()T-ICE: 4"d"on-to-the-requirements of this permit there may he additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits equired from other governmental entities such as water management districts, state agencies, or federal agencies.
Acce e ermit is v 'cation that 1 ill notify the owner of
theASigenature
ft qu rement FI a Lien Law, FS 713
ignature of ner/Agent Date o ontractor/Age, Date
r • If _. . .. I . .1. L,, n 1 .n
g Lure of Itary-State of Florida Date
o019 Notary Public State of Florida
Jenna Hermans
My Commission DD669642
Expires 05/02/2011
Owner/Agent is Personally Known to Me or
APPROVALS: ZONING4144 ?-A-09 UTIL: FD:
Special Conditions:
Rev 07.07
Print Contractor/Agent's
of Notary -State of Florida Date
2°
ttxr °ta, Notary Public State of Florida
Jenna Hermans
9FO, o My Commission DD669642ort`° Ex ires
KContractor/Agent is _ Personal#y-/
ma2v2
o lvten
ENG: BLDG:_/
tea, ., ...., ., ,.. a .., ., ,w, •s ur.ra av 11 not at Ira'r 7a6i
MARVINW M(MLI LY..FHK Uf- CrHCUI-r L.wHT
91 MOLE CUUNTY
PK 010:54 Nil 0839; (1 pq )
Permit Number CLERK' S # ECOO 083601
Rr t l]Nll€ i) O'rle' ll.'_'ttGB 010'/:1,j . pM
RELIIHDTNG FEI:9 10.06
REC(IHDLD BY v users
M/I Homes
Folio/Parcel ID Number 26-27-19-30-5SU-0000-1050
Prepared By Jenna Hermans
Interest in Property Fee Simple Interest
Return To 300 Colonial Center Parkway, -Ste. 200
Lake Mary, FL 32746
NOTICE OF COMMENCEMENT
State of Florida, County of Seminole P .
The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of S
Commencement.
1 Description of property (legal description of the property, and street address if available)
Riverview Townhomes Lot 105: 2562 River Landing Drive
2. General description of improvement(s)..
Townhome
Name M/I Homes Telephone Number 407) 531-5100
Address 300 Colonial Center Parkway, Suite 200
Lake Mary, FL 32746
Interest in Property Fee Simple Interest
4, Fee 5lmple I Itle Homer (Ir Oinef inan owner snows auuve)
Name N/A Telephone Number I N/A
Address N/A
i Cnntrartor
Name M/I Homes Telephone Number (407) 531-5100
Address 1. 300 Colonial Center Parkway Suite 200 Lake Mary FI 32746
6. Suret (if any)
Name N/A Tele hone NumberN/A
Address N/A mountAof Bond $ N/A
7. Lender (if any)
Name N/A Telephone Number I N/A
Address N/A
8. Persons within the State of Florida aeslgnatea Dy uwner upon whom ponces ur vuMr
documents may be served as provided by §713.13(1)(a)7, Florida Statutes.
Name David Sellars I Telephone Number 407 531-5168
Address 300 Colonial Center Parkway, Suite 200 Lake Mary, FI 32746
9. In addition to himself or herself, Owner designates the tonowmg to receive a copy or the
Lienor's Notice as provided in §713.13(1)(b), Florida Statutes.
Name N/A I Telephone Number 407 531-5100
Address 300 Colonial Center Parkway, Suite 200 Lake Mary, FI 32746
10. Expiration date of notice of commencement (the expiration date is one year form the 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 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 L,"DER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMRNT. S,
l Ced Off
of Owner
or Own r' Ay a`orized Officer/Director/Partner/Manager §713.13[1][d])
Jay Lewis
Signatory's Printed Name/Title/Office
Th feing instrument was acknowledged before me this day of / '1 by Jay Lewis
year) (name of person)
aArea President for M/I Homes
Type of authority, eg., officer, trustee, attorney in fact) (Name of party on behalf of whom instrument was executed)
Sig'n-ature- of Notary Public- State of Florida
f
Personally Known OR Produced ID
Type of ID Produced
Print, type, or stamp commissioned name of Notary Public)
rolppY
r.( %tary Public, F, tale, i f } c.0d..
n
l
senna Hermans
MyD:mmissionDD66964
L_
FXOlr
Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have
read the fgregoir14and that the facts stated in it are true to the best of my knowledge and belief.
Signature of Natural Person Signing on Line 11 -Above
Form R Vsear/Ix/19/07
2- S&
GOS4
COUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 08100003
BUILDING APPLICATION #: 08-10000331
BUILDING PERMIT NUMBER: 08-10000331
0des 3
9uy
DATE: August 14, 2008
UNIT ADDRESS: RIVER LANDING DR. 2562 26-19-30-5SU-0000-1050
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: M/I HOMES OF ORLANDO LLC
ADDRESS: 300 COLONIAL CENTER PKWY LAKE MARY FL 32746
LAND USE: TOWN HOME UNIT
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 2562 RIVER LANDING DR/TOWN HOME/
RIVERVIEW
FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUE
TYPE. DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Condominium* 379.00 1.000 dwl unit 379.00
ROADS -COLLECTORS N/A
Condominium* 00 000 dwl unit 00
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
Condominium* 54.00 1.000 dwl unit 54.00
SCHOOLS CO -WIDE ORD
Multifamily 2,450.00 1.000 dwl unit 2,450.00
PARKS N/A
00
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 2,883.00
STATEMENT
RESIGNATURE: VRECEIVEDBY:
PLEASE PAINT NAME)
DATE: (
NOTE; TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
NOTE**
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO P.PPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THk REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED,
FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
ISSOED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULA'T'ION AVAILABLE UPON REQUEST. CALL 407-665-7356.
CITY OF SANFORD PERMIT APPLICATION
OJMApplication # : Z/ `-
h
Submittal Date:
Job Address: &aO _\<,* Value of Work: S 1,wt
Parcel ID: Zoning: Historic District:
Z1- Loj-
Description of Work: b 1 __ I) plocy\, G Square Footage:
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm' prinkler/Alarm Pool Sign
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential
Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. 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)
Property Owner: I C'1ul 1 Contractor: P
Address: 'bW CADWt A C lfii V A dress:
c- ^
1
e. Mck a Ccs 3
Phonl*-s b s 64 -mail: QooA b LQ -b State License Number: c
Bonding Company:
Address:
Architect/Engineer:
Address:
Plan Review Contact Person:
Mortgage Lender:
Address:
Phone:
Fax:
Phone: 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 suchwater management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the
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
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
UTIL: FD:
of
of Florida Lien Law, FS 7
Agent
Signature of Notary -State of Date
KRISTIE SANFORD
N9FARY PMUC - STATE OF FLORIDA
COMMISSION # DD477357
EMPIRES 10/02/2009
aONDEDTHRU t•888-NOTARY9
Contractor/Agent is K Personally Known to Me or
Produced ID
ENG: BLDG:
CITY OF SANT=ORD PERMIT APPLICATION
Application # ; Submittal Date. 8
Job Address: `Y St'_O rV* f r !`-"/Z''" Value of Work: $ `--
Parcel ID: / _ ` /, ,, Zoning: Historic District:
Description of Work: cc,/,)' L e* _ Square Footage:
l.............-............................. ..........0 ... 0 ........... 0...........
Permit Type: Building Electrical i1 Mechanicat Plumbing Fire Sprinkler/Alarm Pool Sign
Electrical: New Service — # of AMPS j 4S Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # o7W301mosnetesr Plumbing Repair— Residential 13Commercial 13OccupancyType: Residential 1ICcial Industrial + Occupancy Use Group(s):
Construction Type: _ — # of Stories: 02 # of Dwelling Units: "% Flood Zone: (FEMA form required)
E
Property Owner: S Contractor:. 1,u0 loAll,5 6 it, C.
Address: I Address: /0& 3L/. ''. &t oniA 1 ,U rv
puG F-1. a --
Phone: Phone."9 -ni State License Number:(T/301
Bonding Company:
Address:
ArchitectlEngineer:
Address:
Mortgage Lender:
Address:
Plan Review Contact Person: _ _ _ _ . Phone: Fax:
Phone:
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, tlEATERS, TANKS, and
AIR CONDI'T'IONERS, 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 CONQ M&E]MENT 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 pro o e requirements of Florida Lien Law, FS 713.
002 % -O '
Signature of OwnertAgent Date Signature of Contiactorr/Q/
Agllent Date
Print Owner/Agent's Name or/
O cW
Signature ofNotary-State of Florida Date ue ofNotary-State of Florida Date
aall
Notary Public tate Flond',
Brian Waleweki
My Commission D0621
Ex i 11Owner/Agent is Personally Known to Me or Contractor/Agent is Known to Me or
Produced ID Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07.07
UTIL: FD: ENG: BLDG:
CITY OF SANFORD PERMIT APPLICATION
Application #: q r 01 XS
lob Address: 2562 River Landing Drive
Parcel ID: BP#08-2253
Submittal Date:
Value of Work: S 4100.00
Zoning: Historic District:
Description of Work: Install 2.5 ton, 14 SEER system, includes du Mlfeotage:
0..... 0.................
Permit Type: Building 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 )
Property Owner: M/1 Homes Contractor: One Stop Cooling S Heating, Inc.
Address: 300 Colonial Center Parkway, Suite 200 Address: -669 Harold Avenue
Lake Mary, FL 32746 Winter Park, FL 32789
407-531- 407-629
Phone: 5100 E-mail: Phone: 6920 State License Number: CA C056786
Bonding Company: Mortgage Lender:
Address: _ Address:
Architect/Engineer:
Address:
Plan Review Contact Person: Phone: Fax:
Phone:
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.
Acceptance of permit is verification that 1 will notify the owner of the
Signature of Owner/Agent
Print Owner/Agent's Name
Signature of Notary -State of Florida
Owncr/Agent is =Personally Known to Me or
Produced ID
APPROVALS: ZONING:
Date
Date
UTIL: FD:
of the
Stephen A. Gadour
Print Contractor/Agent's Name
of
Law, FS 713.
Notary Public State of Florida
16A Diane M Jones
A c ,, o My Commission DD792564
OF fl,0a' Expires 07/21/2012
Contractor/Agent is _ Personally Known to Me or
Produced ID
ENG: BLDG:
Special Conditions:
Rev 07.07
Alt
669 Harold Avenue, Winter Park, FL 32789
407) 629-6920 Fax (407) 629-9307
CAC056786
POWER OF ATTORNEY
I hereby name and appoint Nicole Wissinger to be my lawful
attorney in fact to act for me and apply to the
City of Sanford building department for a mechanical
permit for work performed at a location described as:
M/I Homes: Riverview, Lot 1:05, 2562 River Landing Drive; BP#08-2253
And sign my name and do all things ecessary to t is appointment.
Ste A. G dou , Jr.
CA C056786
STATE OF FLORIDA
COUNTY OF: Orange
The foregoing instrument was acknowledged this 10th day of November , 20 o8,
by Stephen A. Gadoury , who is personally known to me.
a'Ay °e Notary Public State of FloridaDianeJones ? Diane M Jones
o` My Commission DD792564
ov Fl9 Expires 07/21/2012
CITY OF SANFORD PERMIT APPLICATION
Application # : d ! Submittal Date: (_
Job Address: &5 i,z Il I U Value of Work: dU
Parcel ID: Z!eN - 30- SS U " 0000 - I GSO Zoning:
Description of Work: V0 II % 1. 1,
e( '1'
Historic District:
Square Footage:
Permit Type: Building Electrical Mechanical Plumbin 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 Calc. 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 U / Commercial Industrial Occupancy Use Group(s):
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required )
Property Owner: Or
n
i1 O • • • Contractor: L i
Address:` ( CUI O (1 [ Cf 1 ( f r- _r "y_w q— Address:
Yla I FL 5z q 2,e a'n r I ET_ 3Z773
Phone: E-mail: AoCnr:3F1--X `t' State LicenseNumber;F,QVQC 9 a I
Bonding Company:
Address:
Architect/Engineer:
Address
Plan Review Contact Person:
Mortgage Lender:
Address:
Phone:
Fax:
Phone: Fax: E-mail:
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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. n
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
this county, and there may be additional permits required from other governmental entities such as water management distr,
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien
Signature of Owner/Agent
Print Owner/Agent's Name
Signature of Notary -State of
Owner/Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 07/2007
Date
Date
UTIL: FD:
be found in the public records of
state agencies, or federal agencies.
713.
Signature of Cofrac r/Agent r Date
ssJ_ —
t Contr or/Agent's Name
I
Signat of Notary -State of lorida Date
Contractor Agent Agent is ersonally Known to Me or
educed ID
ENG: BLDG:.
Sas-ot.,a
ELIZABETH A KING
MY C63NOVI,I$SION # DD722948
EXP RES October 08, 2011
t
ac15' 3 , Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
February 18, 2009
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 105 Riverview Townhomes, 2562 River Landing Drive
To Whom It May Concern,
The finished floor elevation of the structure located at:
2562 River Landing Drive, Sanford, Florida
Legal Description:
Lot 105, "RIVERVIEW TOWNHOMES", according to the Plat thereof, as recorded in
Plat Book 74 at pages 46 through 53 Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 18,
sections 18-4(a).
Sincerely Yours,
Herx & Associates Inc.
Darae L. Przemieniecki . P.S.
Associate Vice President
DLP/bb
FEB -24-2009 13:20 Darae at Herx
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
Federal Emergency Management Agency
Nati6nal Flood Insurance Program Important: Read the instructions on pages 1-8.
P.07/07
OMB No. 1660-0008
Exoires February 28. 2009
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
A1. Building Owner's Name Policy Number
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I2562RiverLandingDrive
City State ZIP Code
Sanford Florida 32772
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 105, Riverview Townhomes, Plat Book 74 Pages 46-53 Seminole County, Florida
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 28°48'47.8" Long. -81°1747.8" 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.
AT Building Diagram Number 1
A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 244 sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
City of Sanford 8120294 Seminole County FI
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevations) (Zone
feet I meters (Puerto Rico only)
Date Effective/Revised Date Zone(s) AO, use base flood depth)
120294 0060 F 9/26/2007 9/28/2007 X N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flooddepth entered in Item B9.
FIS Profile FIRM []Community Determined []Other (Describe) N/A
B11. Indicate elevation datum used for BFE in Item 89: 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 0 CBRS I OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. 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, V1430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30; AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item AT
Benchmark Utilized Seminole County BM 8095501: Vertical Datum NAVD 88
Conversion/Comments N
a) Top of bottom floor (including basement, crawl space, or enclosure floor)
b) Top of the next higher floor
c) Bottom of the lowest horizontal structural member (V Zones only)
d) Attached garage (top of slab)
e) Lowest elevation of machinery or equipment servicing the building
Describe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG)
g) Highest adjacent (finished) grade (HAG)
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.
Z Check here if comments are provided on back of form.
Certifier's Name License Number T, .
Darae L. Przemieniecki PSM 6030 "
4
Title Company Name f 1+
Professional Surveyor! anda-Mapper. klerx & Associates Inc .
Addressity State ZIP Code n ,
769 Douglas Avenue. tamonte Springs Florida 32714 t/
e L mala Telenhona. J
FEMA Form 81-31, February 2606 See reverse side for continuation. \_Replaces all previous editions
TOTAL P.07
Check the measurement used.
24.7 feet meters (Puerto Rico only)
N/A feet I meters (Puerto Rico only)
N/A feet meters (Puerto Rico only)
244 feet meters (Puerto Rico only)
24.0 feet meters (Puerto Rico only)
23.9 feet meters (Puerto Rico only)
24.1 0 feet meters (Puerto Rico only)
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.
Z Check here if comments are provided on back of form.
Certifier's Name License Number T, .
Darae L. Przemieniecki PSM 6030 "
4
Title Company Name f 1+
Professional Surveyor! anda-Mapper. klerx & Associates Inc .
Addressity State ZIP Code n ,
769 Douglas Avenue. tamonte Springs Florida 32714 t/
e L mala Telenhona. J
FEMA Form 81-31, February 2606 See reverse side for continuation. \_Replaces all previous editions
TOTAL P.07
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
2562 River Landing Drive
City State ZIP Code Company NAIC Number
Sanford Florida 32772
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.
Item C2.e represents the elevation of the AC machinery pad.
Flood Zone was determined only by gZaptriq plottingon F MA Firm maps
Herx &ates, Inc. assumes n orisibility for acttalflooding conditions.
Sig ture - Date 2-18-09
i JY1 Check here if attachments
kSECTION E - BUILDING ELEVA/I`APN 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, crawl space, or enclosure) is feet meters above or below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided in Sectigo A Items 8 and/or 9 (seepage 8 of Instructions), the next higher floor
elevation C2.b in the diagrams) of the building is EIfeet " meters Elabove 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, 8, 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
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
Check here if attachments
FEMA Form 81-31, February 2006 Replaces all previous editions
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency Expires February 28. 2009
National Flood Insurance Program Important: Read the instructions on pages 1-8.
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
Al. Building Owner's Name Policy Number':
M/I Homes
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC`Number
2562 River Landing Drive
City State ZIP Code
Sanford Florida 32772
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 105, Riverview Townhomes, Plat Book 74 Pages 46-53 Seminole County, Florida
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 28°48'47.8" Long. 81°17'47.8" 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.
AT Building Diagram Number 1
A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 244 sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
City of Sanford & 120294 1 Seminole County FI
Cl. Building elevations are based on: Construction Drawings` Building Under Construction' ® Finished Construction
B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone
below according to the building diagram specified in Item AT
Date Effective/Revised Date Zone(s) AO, use base flood depth)
120294 0060 F 9/28/2007
Check the measurement used.
9/28/2007 X N/A
B10.
Bl l
B12.
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
Indicate elevation datum used for BFE in Item 139: NGVD 1929 NAVD 1988 Other (Describe) N/A
Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No
Designation Date n 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, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item AT a
Benchmark Utilized Seminole County BM 8095501 Vertical Datum NAVD 88
Conversion/Comments N/A
Check the measurement used.
a) Top of bottom floor (including basement, crawl space, or enclosure floor) 24.7 ® feet meters (Puerto Rico only)
b) Top of the next higher floor N/A 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) 24.4 ® feet meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building 24.0 ® feet meters (Puerto Rico only)
Describe type of equipment in Comments)
f) Lowest adjacent (finished) grade (LAG) 23.9 ® feet meters (Puerto Rico only)
g) Highest adjacent (finished) grade (HAG) 24.1 ® feet meters (Puerto Rico only)
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. / certify that the information on this Certificate represents my best efforts to interpret the data available.
1 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.
Certifier's Name License Number
Darae L. Przemieniecki PSM 6030
Title Company Name
Address
14
Sign'aAe\ -
18-09 407- turA r" UN c VL
Telephoneate
788 8808 1
FEMA Form 81-31, February 2006 'See reverse side for continuation. RLxplaces all previous editions
Building Photographs
Continuation Paqe
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
2562 River Landing Drive
City State ZIP Code Company NAIC Number
Sanford Florida 32772
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,
Front View
fferx * 04980ciates Znce
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
F,d I.R. & Car #
7143
Tract A';
I
0iv
0
Astor
00
Lot 98 2.7'
W
o Lot99
2.7'
N e
0.7'
7.1
18 11.3'
M h h
Fd 1. R. 9 Cap N
on on
P/L P/L
PCP
inlet C/L EL 23.1
Map of Survey
Tract "C"
Drainage & Retention
J
78' 9.5'
Brantford Castine
Riven
Lot 100 Lot 101
8.3 05.0'
0 13.0'
v
0 20.0'
lana m IJ.a H Lore, m N.J oX12.8'^
11.5'
o s• 7.8'
Dryford I Castine I Brantford
7 -Unit T wnhome
hed Floor Ele .: 25.9
Lot 102 Lot 103
t.o• 12.3'
2.o'
V
ti00
2o.o'
1.3011 125.00 25.Oq 1 25.
eow'S54 22'31"E 990n
on BOW BOW
P2
an on
Pa 428.93 P/L
N 5422'31 " W 633.07'
CIL River Landing Drive
R/W Varies)
LEGAL DESCRIPTION
Lot 104, "Riverview Townhomes"
according to the plat thereof as recorded in plat book 74 at pages) 46 - 53 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
120294-0060F dated 9/28/2007.
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:) , 1
1. 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.
0 Denotes %" iron rod with plastic cap marked LB4937, or %" iron rod with
red plastic cap marked "Witness Corner", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
D 2009 Herx & Associates Inc. All rights reserved
Lot III
i/
Tract 'A
192• m0
Astor
Lot 104 Lot 105
8.3' 2.7
13.0' o
0.7. oX11.3' % 18.0'
Bow Bow.::
on on
P/L P2
SETBACKS:
Front: 21.5' Side : 7.17" Rear: 4.5'
C
a
m Tract "F"
Parking
O
7.2
200.33
BEARING BASE: The bearings shown hereon are based upon the
eastern plat boundary as being N00°10'00"W.
Vertical datum is based on engineering plans as provided by the client,
prepared by Evans Engineering, Inc., Job # 12001.
Legend
T Temporary Benchmark
O/S
O.R.B.
Offset
Official Records Book
assumed datum)
PB Plat Book
BOW Back of sidewalk
PC Point of Curvature
CA- Centerline
PCC. Point of Compound Curvature
d Central or (Delta) Angle P. C. P. Permanent Control Point
CALC Calculated PG. Page
CB Chord Bearing P.R.M. Permanent Reference Monument
CD Chord PA- Property Line
C. M. Concrete Monument P.O.B. Point of Beginning
EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement
FINAL EL. Elevation (Measured) P./. Point of Intersection
FD. Found PRC. Point of Reverse Curvature
Fin.Fl. Elev. Finished Floor Elevation PT Point of Tangency
I.P. Iron Pipe R Radius
I.R. Iron Rod RAD Radial Line
L Arc Length RES. Residence
LB Licensed Business R/W Right -of -Way
LS. Land Surveyor TBM Temporary Benchmark
Mea Measured TYP. Typical
N/D(N&D) Nail and Disk 7/_//_ Fence symbol (see drawing)
N.R. Not Radial X-X- Fence symbol (see drawing)
CertTT
lid withorrf th and the original ised seal Drawn by: CM _
of a Surveyor an Mapper Checked by: DP
T 'e requirements the Flo ' a Minimum Tec ni IStanedinCp11loridaAdministrateaode.
Prepared
er.,
07
Homes
Job Number: 07-005-01
Scale: 1"=40'
Plot Plan Performed: 05-19.08
William A. Herx, P.L.S. Florida Registered L d Surveyor No. 3162 Foundation Survey: 09-03-08
Darae L. Przemieniecki, P.S.M. Registered u ,eyorand Mapper No. 6030
Herx & Associates Inc., State of Florida LB 9
7 ]
Final Survey: 02.16-09
a -s/--• , _I Revisions:
tom_ ...._ _ S_.. __-_ D_E J_ob_t#_9__5_2-W-2_.____---...
ob Truss - Truss Type- Qty 1PIy UNIT A TUSOAN"ELEVATION
i
UNITA A6 COMMON 1
Job Reference (opLonal)_ _
84 LUMB§R BRADENTON, FL - - _ - 9-4-0 6.500 s Mar 8 2007 MiTek Industries, Inc, Toe Jul 15 07:40:13 200f4e9e 1
SIMPSON LGUM28-3 HANGER W/ 6- 3/8" X 6" TITEN HD TO CMU & SIMPSON 6-1/4" X 2 1/2" SDS SCREWS TO TRUSS
NOTE: REMOVE EXISTING 3/8" X 4" TITEN HD. ASSURE THAT ALL DUST HAS BEEN EVACUATED AND DRILL DEEPER HOLE. BEGIN •,:.71
RE -INSTALLATION OF ANCHOR BY HAND TO PREVENT CROSS THREADING.
LOADING(psf) SPACING 1 2-0-0
S,O0h3
4.6 =_
e
Plates Increase 1.25
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads are to if front back face in the LOAD CASE(S) Ply to have been
TC 0.55
TCDL 7.0 - Lumber Increase 1.25
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
Unbalanced have
BC 0.40
5Jr
Rep Stress Incr NO
grip DOL=1.60.
WB 0.88
BCDL 10.0
girder(s)
7) Beanng at joint(s) 12 considers parallel to grain value using ANSIITP1 1 angle to grain fonnula. Building designer should verify capacity of bearing surface.
Matrix)
8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 1411 Ib uplift atjoint 10, 2098 Ib uplift al'joint 2 and 92121b uplift at
d
joint 12.r.ri7t°
n
3
TOP CHORD 2.X 4 SYP No.2
BOT CHORD,2:_X 8 SYP 240OF 2.0E ,
l ). Beach, I" >,;1.7
WEBS 2=X'4 SYP-No.3 *Except*
W4 2 X 4 SYP SS, W4 2 X 4 SYP SS, W6 2 X 4 SYP No.2
T1
Max Horz2=141(LC 5)
Max Upli1t10=1411(LC 6), 2=-2098(LC 5),12-9212([_C 6)
a, 92 E
15
dxd—
3x1011
SEAT PLATE
21 23 1d 23 13 21 35 X12
1.10= 8x10= Bx14=
OSB/PLYWOOD FILLER EACH
16
9-4-0
FACE TO ACCOMODATE 3 -PLY
HANGER WIDTH
7-1-8 11-11-6 14-8-0 17-4-10 22-2-8
7-1-3 4-9-14 2-8-10 2-8-10 4-9-14
LOADING(psf) SPACING 1 2-0-0
Top chords connected as follows. 2 X 4 - 1 row at 0-9-0 oc.
CSI
TCLL 20.0 - Plates Increase 1.25
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads are to if front back face in the LOAD CASE(S) Ply to have been
TC 0.55
TCDL 7.0 - Lumber Increase 1.25
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
Unbalanced have
BC 0.40
BCLL 0.0 tm Rep Stress Incr NO
grip DOL=1.60.
WB 0.88
BCDL 10.0 Code FBC2004/rP12002
girder(s)
7) Beanng at joint(s) 12 considers parallel to grain value using ANSIITP1 1 angle to grain fonnula. Building designer should verify capacity of bearing surface.
Matrix)
8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 1411 Ib uplift atjoint 10, 2098 Ib uplift al'joint 2 and 92121b uplift at
joint 12.r.ri7t°
LUMBER
Ib up at 17-0-12, 1505 lb down and 924 lb up at 19-0-12, 1506 lb down and 924 lb up. at 21-0-12, 1505 Ib down and 924 Ib up at 23-0-12, and 1505 lb down a70 (Ft'SC}i r+},f. .
TOP CHORD 2.X 4 SYP No.2
BOT CHORD,2:_X 8 SYP 240OF 2.0E ,
l ). Beach, I" >,;1.7
WEBS 2=X'4 SYP-No.3 *Except*
W4 2 X 4 SYP SS, W4 2 X 4 SYP SS, W6 2 X 4 SYP No.2
REACTIONS (Ib/size) 10=2466/Mechanical, 2=2732/0-7-10, 12=14087/0-3-8
Max Horz2=141(LC 5)
Max Upli1t10=1411(LC 6), 2=-2098(LC 5),12-9212([_C 6)
Max Gravl0=2525(LC 10),.2=2745(LC 9), 12=14087(LC 1)
EXISTING GROUTED
CMU/CONCRETE WALL @
HANGER DESIGN BY OTHERS
dx3:
r
a
17 10 1Y 20
3x12 II
Ire —
1-1/2" THICK LEDGER
DESIGN BY OTHERS
28-6-14
6-4-6
DEFL in (loc) 1/defl Ud PLATES GRIP
Ven(LL) 0.1714-15 >999 360 MT20 244/190
Vert(TL) -0.2114-15 >991 240
Horz(TL) 0.03 10 n/a n/a
Weight: 390 Ib
BRACING
TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
6-0.0 oc bracing: 12-13.
FORCES (lb) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/27,2-3=630014715, 34=2461/1842, 4-5=241011856,5-6=154/454,6-7=154/458, 7-8=2586/3917, 8-9=2600/3827, 9-10=1486/547
BOT CHORD 12-16=394/1317, 16-17=394/1317, 11-17=-394/1317, 111-118=394/1317,18-19=394/13117, 19-20=394/1317, 10-20=-394/1317, 2-15=-4331/5740,
15-21=4331/5740, 21-22=-4331/5740, 14-22=4331/5740, 14-23=1526/2225, 13-23=152612225, 13-24=3575/2650,;24-25=3575/2650,
12-25=-3575/2650
WEBS 3-15=2398/3251, 3-14=4082/3257, 5-14=3959/5489, 55-13=-5322/3960, 6-13=400/178, 7-13=-450316485, 7-12=7214/5071, 9-12=553413534,
9-11=2616/4493
NOTESir
1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows:
r'°'' 4, Top chords connected as follows. 2 X 4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows. 2 X 8- 2 rows at 0-7-0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads are to if front back face in the LOAD CASE(S) Ply to have beenconsideredequallyappliedallplies, except noted as (F) or (B) section. ply connections
provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
Unbalanced have3) roof live loads been considered for this design.
4) Wind: ASCE 7-02, 120mph (3 -second gust); h=30ft; TCDL=4.2psf; BCDL=6.Ops1; Category If: Exp B; partially; MWFRS gable end zone; Lumber DOL=1.60 plates
grip DOL=1.60.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) Refer to for truss to truss connections.'`
t
C* •` r Kt14"i"" girder(s)
7) Beanng at joint(s) 12 considers parallel to grain value using ANSIITP1 1 angle to grain fonnula. Building designer should verify capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 1411 Ib uplift atjoint 10, 2098 Ib uplift al'joint 2 and 92121b uplift at
joint 12.r.ri7t°
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2425 Ib down and 1990 lb up at', 7-1-8, 1163 Ib down and 8
Ib up at 4-0-12, 1505 lb down and 1050 lb up at 11-0-12, 1505 lb down and -1047 lb up at 13-0-12, 1505 lb down and 923 lb up at :15-0-12, 1505 lb down andt411 N'S;-',Euig73ieerinff. LIC
Ib up at 17-0-12, 1505 lb down and 924 lb up at 19-0-12, 1506 lb down and 924 lb up. at 21-0-12, 1505 Ib down and 924 Ib up at 23-0-12, and 1505 lb down a70 (Ft'SC}i r+},f. .
924 to up at 25-0-12, and 1505 Ib down and 924 Ib up at 27-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of
0thers.14I l ). Beach, I" >,;1.7
10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required.
LOAD CASE(S)Standard
1) Regular: Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plo
Vert: 1-6=54, 6-10=54, 10-25=20, 2-25=-20
Continued on page 2
Date: 1/5/09
Warning!—Verify design Parameters and read notes before use.
This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of
component is responsibility of building designer - not truss designer or truss engineer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to ensure
stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI I National Design Standard for rbletal Plate Connecter! Wood Truss Constructionand BCS1 1-03 Guide to Good
Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719.
Job
y (
Truss
1.. UNIT A A6
84 LUMBER, BRADENTON, FL'
COMMON
LOAD CASE(S) Standard
Concentrated Loads (lb)
Vert: 15=2425(8) 16=1505(B) 17=-1505(B) 18=1505(6) 19=1505(6) 20=1505(8) 21=1163(6) 22=1505(B) 23=-1505(8) 24=1505(8) 25=1505(6)
PROBLEM: SIMPSON LGUM28-3 HANGER WERE USED @ JT 10 FOR 2 PLY ',TRUSS A6
SOLUTION: PROVIDE TEMPORARY SUPPORT TO TRUSS DURING REPAIR.
PROVIDE OSB/PLYWOOD FILLER 9 EACH FACE OF TRUSS TO ACCOMODATE 3 -PLY HANGER WIDTH.
REPLACE THE EXISTING ALL 3/8" X 4" LONG TITEN HD FROM SIMPSON LGUM28-3 HANGER WITH 3/8" X 6" LONG
TITEN HD ONE BY ONE.
ASSURE THAT ALL DUST HAS BEEN EVACUATED BEFORE INSTALLATION 3/8" X 6" TITEN HD. DRILL DEEPER
HOLE.
BEGIN REINSTALLATION OF THE ANCHOR BY HAND TO PREVENT CROSS THREADING.
REFER TO SIMPSON CATALOG FOR ADDITIONAL INFORMATION.
NOTE: GROUTED CMU OR CONCRETE WALL (DESIGNED BY OTHERS) IS REQUIRED AT HANGER LOCATION.
Date: 1/5/09
Warning!—Verify design parameters and read notes before use.
This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of
component is responsibility of building designer — not truss designer or truss engineer. Bracing shown is for lateral support of iudividual web members only. Additional temporary bracing to ensure
stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction and BCSI 1-03 Guide to Good
Practice for Handling, Installing & Bracing of&/etal Plate Connected Wood Trusses from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719.
OFICEFORM60OA-2004R EnergyGaugeO 4.5.2F '
FLORIDA Y EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: RV 105, Unit A -GL, B 1416 SW Builder: MI Homes
Address: i,t'pJ,vQa+ I a 1 Permitting Office: SanfordtLMApyIln
U1Y r l City, State: Permit Number:
Owner: MI Homes Jurisdiction Number: 691500
Climate Zone: Central
1. New constriction or existing New 2. Cooling systems
a. m2. Single family or ulti-lamily Multi -family Central Unit/Sphi Cap: 27.9 k13tu/111- 3. Numberol'uniis, ifnmlti-family 1 SE _`,R: 14.00
4. Numberoff3edrooms b. Ni<
Is5. this a worst case? No
6. Conditioned floor area (til) 1416 112 c. N/A
7. Glass lypel and area: (Label r(xld. by 13-104.4.5 ifnol deftult)
a. U -factor: Description Area 13. Heating systems -
or Single or Double DEFAULT) 7a. (Dble, U=0.7) 136.0 Ih - a. Electric heat mp/Split Cap: 29.1 k131u/hrb. SHGC:
or Clear or Tint DEFAULT) 7b. (SHGC=0.67) 1.36.0 Ih _
I-ISPP: 8.50 _
b. N/A
8. Floor types
a. Slab -On -Grade Edge Insulation R=0.0, 165.0(p)11 c. N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap: 50.0 gallons
a. Concrete, Int. Maul, Exterior R-=9.1, 877.0 112 - EF: 0.95
b. Frame, Wood, Adjacent R-13.0,410.0 111 b. N/A
a Frame, Wood, Exterior R=13.0,73.0 III
d. N/A c. Conservation credits
e. N/A
HR -Heat recovery, Solar
10. Ceiling types _ DHF -Dedicated heat pump)
a. Under Attic R=30.0, 1416.0 111 15. HVAC credits
b. N/A -
CF -Ceiling fan, CV -Cross ventilation,
c. N/A _ HF-IAThole house fan,
11. fh,cts _ p'I-Programmable Thenuostat,
a. Sup: Unc. Ret: Unc,. AH(Sealed).Garage Sup. R=6.0, 200.0 ft MZ -C -Multizone cooling,
b. N/A _
MZ -H -Multizone heating)
Glass/Floor Area: 0.10 Total as -built points: 14022
Total base points: 16471 PASS
I hereby certify that the plans and specifications covered by this
calculation are in compliapoe with thAFlorida Energy Code.
PREPARED
DATE:
I hereby certify that this building, a esi ned is i mpliance
with the Florida Energy Co
OWNER/AGENT:
DATE:
1 Predominant glass type
Review of the plans and
specifications covered by this
calculation indicates compliance with
the Florida Energy Code. Before
construction is completed this
building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
ZHE STgrFo
e; °,
o r
UJ
0 W16
actual glass type and areas, see Summer & Winter Glass output on pages 2&4.
EnergyGauge® (Ver j QPB v4.5.2) PROO 2.23
DATE.
a4mociates Inc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mepping Society and Amefirnn Congress on Surveying and Mapping
Map of Survey
Tract "C" Lot 111
Drainage & Retention
Tract A"
Tract A" E 190101
c a 79.2'. m crw ?, 13.5'p, 755' . i".,r rn 15.>,m 19.2' ..
o
QL6' 9.5' T T .5' 7.6'
10.2.
tor BrartNard Castine Ory1ad Brantford Astor .
OO Rivervie v - 7 -Unit nhome " y
O O' D x .7'
Lot 98 s.r
F is Floor El .: 25.3
2r Tract "F°
LU y Lot 99 Lot 100 Lot Lot 102 Lot 103 Lot 104 Lot 105' y W
2T 6.3' a 12.3'
5.0 +
9.3' .Z,7 Parking
0 50•
12. q -
N 0 13.0'77 Z [
13.0'o w j
t\ 4 O.r R o 9 0 0..7 O
72
16.0' 11.3• 20.0 0' 11.$' fe:o ..
7.2
h
36.20 21M .00M 3 36.20
S 54223 1 " E 190.01 a0
C2 EL: 23.0 C2 EL: 24.3 ri
2 428.93 _ _ 200.33
P Inlet N 54 22'31 " W 633.07(Plat) Inlet
PCP
N 54 22'31 " W 629.26(Ca/c)
CIL Tract "B"Access
R/W Varies)
LEGAL DESCRIPTION
Lots 99,100,101,102,103,104,105, "Riverview Townhomes"
according to the plat thereof as recorded in plat book at pages) 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
120294-0045E dated 4/17/1995, Map Number 12117C0045E.
Flood Zone determination was perforated by gpahic 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:
P90POSED1. 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.
Denotes %" iron rod with plastic cap marked LB4937, or X" iron rod with
red plastic cap marked "Witness Comer", unless otherwise noted.
O Denotes P.C.P. (Permanent control point)
Denotes Permanent Reference Monument
2008 Herx & Associates Inc. Ali rights reserved
Certification: Not valid without the signature and the original raised seal
lorlda licensed Surveyor and Mo per
This s ey meets the requirement of the orida Minimum T nical
PERA41T #
DATA, -_' 242
SETBACKS:
Front.• 21.5' Side : 7.17'
Rear: 4.5' Comer:
BEARING BASE: The eastern plat boundary as being N00 °10.'00"W.
Vertical datum is based on engineering plans prepared by Evans Enginerring Inc.
Job Number 12001.
Legend
G Temporary Benchmark O.R.B.
assumed datum)
BOW Back or sidewalk
GL Centerline
A Central or (Delta) Angle
CALC Caiculaied
CB Chord Bearing
CD Chord,
C. M. Concrete Monument
EL. or ELEV Elevation (Proposed)
FINAL EL. Elevation (Measured)
FD. Found
Fin. Fl. Elev. Finished Floor Elevation
I P. Iron Pipe
1, R. Iron Rod
L Arc Length
LB Licensed Business
LS. Land Surveyor
Mea Measured
N/D(NdD) Nail and Disk
N.R. Not Radial
Standar as mntarned In Ch ter 1G17-
Florida
Admm sir h Code.
Sketch of Legal DescriptionJThisisNotaSurvey
William A. Herx, P.L.S. Florida Registered d Surveyor No. 3181
DaraeL. Przemieniecki, P.S.M. Registers S rveyorand Mapper No. 6030
William R. Herx, P.S.M. Registered Survey hd Mapper No. 6092
Herx & Associates Inc.. State of Florida LB 4937
O/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
P/L Property Line
P.O.B. Point of Beginning
P.O. C. Point of Commencement
P.1. 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)
Checked by. DP
Prepared for.Mfl Homes
Job Number. 07-005-01
Scale: 1"a 40'
Plot Plan Performed: 05-19-08
Foundation Survey:
Final Survey:
Revisions:
Herx & Associates Inc.
769 Douglas Avenue
Altamonte Springs, Florida 32714
407.788.8808 - 407.788.8762 (fax)
February 18, 2009
City of Sanford Building Division
P.O. Box 1788
Sanford, Florida 32772-1788
RE: Lot 105 Riverview Townhomes, 2562 River Landing Drive
To Whom It May Concern.,
The finished floor elevation of the structure located at:
2662 River Landing Drive, Sanford, Florida
Legal Description:
Lot 105, "RIVERVIEW TOWNHOMES", according to the Plat thereof, as recorded In
Plat Book 74 at pages 46 through 53 Public Records of Seminole County, Florida.
Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 18,
sections 18-4(a).
Sincerely Yours,
Herx & Associates Inc.
Darae L. Przemieniecki , P.S.
Associate Vice President
DLP/bb
4° alffesociatm xnc.
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
Map of Surrey
Fd LR: A
La 0714:
Tian
Lot 98
Tract "C"
Drainage & Retention
7.1
ra:o rr.r
Fd I.R. A Cap ` N
t 0171 36. 0
e
PA PA
P
Mb u Eu• 7d r
20.01
Lot 111
Tracct A
ar rr -
cmd. alanA&d Arta
nhome
25.9
Lot 103 tot 104 Lot 105 tia Parking
Traci F'
s0
ar s. •
N •. °
uaq 4 1172Me
saw sow
PA.n 428:93 rA _
N 54 2271" W 633.07
CIL River Landing Drive
R/W Varies)
LEGAL DESCRIPTiON
as• arm Yrs
AW alwb l cnrM Aoftd
according to the plat Mereofas recorded In plat book 74 at pages) 46.53 of
i RNervle v - 7-urrlf E
FLOOD HAZARD DATA: The parcel shown hereon ties within Aood zone X" SETBACKS:
F 713hed Flcor E,
v Lot 99 Lot 100 Lot 101 Lot 102
WLr Ar IaV MY
7.1
ra:o rr.r
Fd I.R. A Cap ` N
t 0171 36. 0
e
PA PA
P
Mb u Eu• 7d r
20.01
Lot 111
Tracct A
ar rr -
cmd. alanA&d Arta
nhome
25.9
Lot 103 tot 104 Lot 105 tia Parking
Traci F'
s0
ar s. •
N •. °
uaq 4 1172Me
saw sow
PA.n 428:93 rA _
N 54 2271" W 633.07
CIL River Landing Drive
R/W Varies)
LEGAL DESCRIPTiON
Lot 104, "Riverview Townhomes",
according to the plat Mereofas recorded In plat book 74 at pages) 46.53 of
Me public records of Seminole County, Florida.
FLOOD HAZARD DATA: The parcel shown hereon ties within Aood zone X" SETBACKS:
according to the Flood Insurance Rete Map communitypanel number Front. 21.5" Side :7.17' Rear: 4.5'
120294-006OF dated 9/28!2007.
BEARING BASE'The bearings shown herecn are oared upon the
Flood Zone determination was performed by graphic plotting from Rood tem plat boundary es berg N00 -10W -W.
Insurance Rate Maps provided by FEMA. No field surveying was performed by
this Arm to determine this zone. The exact zone location can only tie determined Vertical datum Is based on angineadng plans as provided by tine client,
byan elevation study We assume no responsibility for actual Aooding prepared by Evans Engineering, Inc., Job 012001.
conditions.
General Notes: Q
1. This Is a BOUNDARY Survey performed In the field on Legend
2 No aerial• wrlace or subsurface Why instaffatbn; undergmund Improvements or e r * O.R.B. oNdd Reaws Back
subsuifac aadal ommachments. A any, were located. fsrmr edtldum)
3. Building Bea shown aro to the exterior unfinished foundation. surface or formboard. Bow e.at d sid.waik PC POW of curvaluts
4. Elevations shown hereon, Aany, are assumed and were obtained from approved CR Cento'b re
4 carved or(Oaea) Arprs
PCC. POW of Canooard Curwtae
Construction yplansprovidedD Ms Client unless otherwise noted; and are shown t:ALC CaleWatad P.C.P. PennaneN Cbnhd PdiM
only to depict the proposed or actual difference In elevation relative to the assumed Ca pwrd;6earina P•9s
temporary Benchmark shown hereon. c0 Chord
P.A.M. Parmamnt Rakro Al4titwrrrent
d The parva/ shown hereon Is sub)aet to all Nsamonts, reservations. rashicuons, and C.M. Corer O. kWum" PA, P.O.S. Pmp ny.LkV
itwd or9aaiowng
Rights-ofiway of recon whether depicted or not on this document No search of Ms Lw" v a Pt l P.O.C. Pmua canmmrmad
Public Records has been made by this o8ke. Srvaftn PL pdnt 00"t"aed-
9. The Iegd deschpilon shown hereon is as furnished by chant
FD. Farad
FWRElevFWshad FhorEfswdw
PRC. Pow orRevenae tiff" s
7. Piafted and measured distances and directions are Me some unless otherwise rated. I.P. har.poe
FT. Print dor • q•MY
A Copies of this Survey may be made for the odginal transaction only. - I.R. hm Rat RRAD RadiraRadial We
e Denotes SS'aonrodwith plastic cap marked LB<837,orJf'kanrodwith Arc
eu>rnas RES Reda.na
red plastic cap marked NOMessComer,, Unitas otherwise noted. 1d8uX RMV F"-d-wey
O Denotes P.C.P. (Permanent control point) Ls. Land 131 T.mponry Bandrmare
Denotes Permanent Reference Monument
Me* M.asa.d
Not and
TYR 1YPEd
0 2009 ittir 6 /Wociates Mc. AA Via reserved N.R. N. R. Not ROMROM a q: F -CV nbd (a« drawkm)
X— . rwiolrfmwI".&.-, )
c..aaeeaen: Her vaar wahaar ..d e,. ante ..d
Drawn by: Catofsf/alda "
tsAftaurveywa
l .;
Y ma.M ave aairamanh the , Wnbnum r Checkadb DP
aam 1 1peoNk+a Prepsrodfor:Mrl:HomesoAdnYrrl ..
Job Number: 07"Ml
scala: 1' a 40'
Plot Plan Performed: 01-194d
a. rNn, P.L9 Fs.rds Rea srere0surveyw No: 9102
0matL Prz«rwnl.aM P.6.M. Raplalarad. yw ori Mappr No. lose Foundation Survey., 0943-08
Hen s Asmuens 1W.• SYde of FloWilOW Final Survey. 02.16-09
11 •' .O Revisions:
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federal Emergency Management Agency
Expires February 28. 2009
National Flood Insurance Program Important: Read the instructions on pages 1-8.
SECTION A - PROPERTY INFORMATION For'lnsurance Company.Use,
Al. Building Owner's Name Policy Number:
M/I Homes
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number
2562 River Landing Drive
City State ZIP Code
Sanford Florida 32772
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
Lot 105, Riverview Townhomes, Plat Book 74 Pages 46-53 Seminole County, Florida
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential
A5. Latitude/Longitude: Lat. 28°48'47.8" Long. -81°17'47.8" Horizontal Datum: NAD 1927 ENAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1
A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide:
a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 244 sq ft
b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0
c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in
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
0 Lowest adjacent (finished) grade (LAG) 23.9 E feet meters (Puerto Rico only)
g) Highest adjacent (finished) grade (HAG) 24.1 E feet meters (Puerto Rico only)
Date Effective/Revised Date Zone(s) AO, use base flood depth)
120294 0060 F 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
B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ENAVD 1988 Other (Describe) N/A
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ENo
Designation Date CBRS OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: Construction Drawings' Building Under Construction" E 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, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g
below according to the building diagram specified in Item AT
Benchmark Utilized Seminole County BM 8095501 Vertical Datum NAVD 88
Conversion/Comments N/A
Check the measurement used.
a) Top of bottom floor (including basement, crawl space, or enclosure floor) 24.7 E feet []meters (Puerto Rico only)
b) Top of the next higher floor N/A feet meters (Puerto Rico only)
c) Bottom of the lowest horizontal structural member (V Zones only) N/A feet meters (Puerto Rico only) m
d) Attached garage (top of slab) 24.4 E feet meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the building 24.0 E feet []meters (Puerto Rico only)
Describe type of equipment in Comments)
0 Lowest adjacent (finished) grade (LAG) 23.9 E feet meters (Puerto Rico only)
g) Highest adjacent (finished) grade (HAG) 24.1 E feet meters (Puerto Rico only)
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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. N
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
E Check here if comments are provided on back of form. E
V ,
Certifier's Name License Number
Darae L. Przemieniecki PSM 6030
Title Company Name
Professional Surveyor and a r H rx & Associates Inc.
Address C, y State ZIP Code
69 Do las Avenue A monte S rin s Florida 32714
Signature Date Telephone
UNl r.i c/Vrn.A\. 2-18-09 407-788-8808
FEMA Form 81-31, February 2006 See reverse side for continuation. R-piaces all previous editions
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use'
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
25,62 River Landing Drive
City State ZIP CodeI Company NAIC Number
Sanford Florida 32772
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.
Item C2.e represents the elevation of the AC machinery pad.
Flood Zone was determined i5nly b hic plottinn FEMA Firm maps
sociates, Inc. ass s n sponsibility fir ctual flooding'conditions.
ignatureDate 2-18-09
A Z"', , rA,' , Check here if attachments
SECTION E - BUILDING EL9)*TION 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 supporta 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, crawl space, or enclosure) is feet meters above or below the HAG.
b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG.
E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor
elevation C2.b in the diagrams) of the building is _ 1:1feet 1:1meters 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
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
Check here if attachments
FEMA Form 81-31, February 2006 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
2562 River Landing Drive
City State ZIP Code Company NAIC Number
Sanford Florida 32772
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,
Front View
Building Photographs
Continuation Page
For Insurance Company Use:
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number
2562 River Landing Drive
City State ZIP Code Company NAIC Number
Sanford Florida 32772
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