HomeMy WebLinkAbout100 N Elliott Ave - 08-001536 (2008) REROOFCITY OF SANFORD,PERMIT APPLICATION
Application # 1_53(o Submittal Date: 5
Q a-9
Job Addrg:-:" 1v1 O // Value of Work: $ k?/, 9/ y
Parcel ID: L -19-31-6 O V ' 19,60D -1)0g?D Zoning: Historic District:
Description of Work: Pr roof ),i/A 1 ,r "irlYJ i`1% f W Square Footage: 2:7,3
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 Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of ater Closets Plumbing Repair - Residential Commercial
Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s):
Construction Type: oa7 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Pro ert Owner .............................................. ............................. ..... .............
J L .-
p y : 61>4)"J, C/IAr/fs Lllen Contractor: JAl fr3 Al
Address: Q / Alp" Address: %-25—1 i !Y/i7clfi c J t a,iT1C%
r/c/t'
1 j
ssz 4 ry 3.2707
Phone: X7.967.970b E-mail: i •C o,rt7flleg&1f ja/Z'lid A/!lf/ iG Phone: G,7 Y% S OState License Number:
Bonding Company: Mortgage Lender:
Address
Architect/Engineer:
Address
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 ofthis 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 proppftyof
Signatureof 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: UTIL.
Special Conditions:
Rev 07.07
FD:
S
e req ements of Florida Lien Law, FS 713.
Contractor/Agent Date
tor/Agent's Name -
t
puq Notary Public State of Flonda
Holly Marie Capponi
Q My Commission DD464199
dor n° ,Exoires 08/21/2009
Contractor/Agent is / Personally Known to Me or
Produced ID
ENG: " BLDG:
Phone: 9&7— 9g®
This letter is to give Majestyk Construction Company, Inc.'s representative permission to
act as your agent when applying for your roofing permit.
Please read the statement below and sign before a Florida Notary Public.
I, F u ti , give Majestyk Construction Company, Inc.'s
agent or James S. Rowlandpermission to act as my agent, and to sign my name and do all
things necessary when applying for my roofing permit.
clu-0 V -\"20Q -L- r
Signature Date
STATE OF FhtMM
COUNTY OF
The foregoing instrument was acknowledged before me this day of Y \ 120,0%
by CC) \k-;,(2" Q C h who is o personally known or Nproduced \ l_
as identification.
Signature of Notary•a0•°`°Btld°B•ees
Name of Notary Typed, Stamped or Prin d `M 1 C)WS o`° SSP M JOyMyCommissionExpires: s a ` L \ ee+ Q'fiLM •Fa'A. ti t
OTA,y •;Z
lW
m (P
UST21, F G
1251 Seminola Blvd., Suite 100 • Casselberry, FL 32707 'a9q®fi WASOk10 ®
e°
B) 407-478-5250 • (F) 407-478-8831
AFFIDAVIT
REGARDING ROOF DRY -IN AND FLASHING INSPECTIONS
Company: Al f;S//t [t n1%Y t/ra a L 1 License CC C
7) &WL'A
16 Z 7270%
Project Information
Owner: C-0 F, Permit #:
name ,,/// /
o p% d jG# 1 Y f },/RIfa/'O' Subdivision:
address
Di-gd 7-qW b Lot#: Lo f f
phone
cy, p 1 , affiant, hereby affirm that I am the duly licensed
contractor of record for the above referenced permit, that all the foregoing information is true
and accurate, and that the dry in, flashings at the above referenced address or lot has been
installed in accordance with the applicable codes and standards.
Contractor: /bwI
4 signattarto / h/lAn l
printed name
STATE OF FLORIDA
COUNTY OF
This instrument was acknowledged before me this day of _ , LOO by the
referenced individual V3 whp acknowl ged that he/she is aabove ,
duly licensed contractor wi , and who acknowledged that
he/she was authorized to execute s dot ent. He/she is etherpersonally known to me or
produced
WITNESS my hand and seal this c,2,ti
r , :
M4
pub tate of Flonda
aQ ; arie Capponi
QmmissionDD4641N.
o 06=121i2009
Seminole County Property Appraiser Get Information by Parcel Number Paget of 2
http://www.scpafl.org/web/re—web.seminole__county title?PARCEL=30193150406000080... 4/16/2008
112 L
DAVID JOH.nsom, CFA, Asn
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PROPERTY,
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APPRAISER
A _
sEhJINQLE COUNTY FL 1.01 8.0 a
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I tDI E. FIRsT s -r
SANFORD, FL 32771-146433
ILI ) 1.A2 j 8.A,gt10 2
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407-665-7506 a
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2008 WORKING VALUE SUMMARY
Amendment 1 impact not reflected.
GENERAL Value Method: Market
Parcel Id: 30-19-31-504-0600-0080 Number of Buildings: 1
Owner: GOEHRIG CHARLES & COLLEN F Depreciated Bldg Value: $97,908
Mailing Address: 100 N ELLIOTT AVE Depreciated EXFT Value: $17,199
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $56,300
Property Address: 100 ELLIOTT AVE N SANFORD 32771 Land Value Ag: $0
Subdivision Name: MAYFAIR Just/Market Value: $171,407
Tax District: S1-SANFORD Assessed Value (SOH): $122,483
Exemptions: 00 -HOMESTEAD (1999) Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY Taxable Value: $97,483
Tax Estimator
Portability Calculator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
CORRECTIVE DEED 11/2002 04582 1350 $100 Improved No 2007 VALUE SUMMARY
ADMINISTRATIVE 12/2001 04404 1272 $100 Improved No Tax Amount(without SOH): $2,835
DEED 2007 Tax Bill Amount. $1,752
PROBATE RECORDS 04/2002 04375 0599 $100 Improved No Save Our Homes (SOH) Savings: $1,083
CORRECTIVE DEED 07/1999 03690 1690 $100 Improved No 2007 Taxable Value: $93,916
WARRANTY DEED 11/1998 03547 1970 $177,000 Improved No DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 03/1979 01215 1392 $70,000 Improved Yes ASSESSMENTS
WARRANTY DEED 01/1973 00984 0314 $38,000 Improved Yes
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Unit Land
Units Price Value PLATS: Pick...
FRONT FOOT &
96 145 .000 430.00 $41,693 LEG LOTS 8 & B (LESS S 43 FT OF W 40 FT OF
DEPTH LOT 8) BLK 6 MAYFAIR
FRONT FOOT & 43 94 .000 430.00 $14,607 PB 3 PG 35DEPTH
BUILDING INFORMATION
Bid Year Base Gross Living Est. CostBidTypeFixturesExtWallBidValueNumBitSFSFSFNew
Building 1 SINGLE 1930 6 1,782 3,390 3,010 WD/STUCCO $97,908 $244,770
Sketch FAMILY FINISH
Appendage I Sqft ENCLOSED PORCH FINISHED / 56
Appendage I Sqft GARAGE UNFINISHED / 380
Appendage / Sqft ENCLOSED PORCH FINISHED / 378
Appendage / Sqft UPPER STORY FINISHED / 794
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment,
Enclosed Porch Finished, Base Semi Finshed
http://www.scpafl.org/web/re—web.seminole__county title?PARCEL=30193150406000080... 4/16/2008
W
Seminole County Property Appraiser Get Information by Parcel Number. Page 2 of 2
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
POOL GUNITE 1979 450 $3,600 9,000
SCREEN ENCLOSURE 2002 2,859 $4,576 5,718
ALUM PORCH W/CONC FL 2002 305 $1,587 1,983
STAMPED CONCRETE PATIO 2002 705 $3,596 4,230
WATER FEATURE 2002 2 $3,400 4,000
ELECTRIC HEATER 2002 1 $440 1,100
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes.
Ifyou recently purchased a homesteaded property your next year's property tax will be based on JusUMarket value.
http://www. scpafl. org/web/re_web. seminole_county_title?PARCEL=3 0193150406000080... 4/16/2008
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA)
Gerard Roofing Technologies
1100 Chase Road, Suite 100
Mesquite TX 75149
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed bytheAuthorityHavingJurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami. Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the experise of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Gerard Tile, Shake, Canyon Shake, Barrel Vault and NB Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job*site at the request of the Building Official.
This revises NOA# 06-0420.05 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 1 of 11
ROOFING SYSTEM APPROVAL:
Category. Roofing
Sub -Category: Metal, Panels (Non -Structural)
Material: Steel
Deck Tyne: Wood
Maximum Design Pressure -159.25 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 2 of 11
Test Product
Product Dimensions Specifications Description
Gerard Tile Length = 15 '/2" TAS 110 Corrosion resistant, galvalume,
Width = 45 3/4" preformed, coated with acrylic resin
Thickness: .0195" TAS 125 imbedded with mineral granules,
metal .panels simulating a tile
profile.
Gerard Shake Length = 15 /2" TAS 110 Corrosion resistant, coated,
Width = 44 3/4" preformed, metal panels simulating
Thickness: .0195" TAS 125 a shake profile.
Gerard Canyon Length = 16'/2" TAS 110 Corrosion resistant, coated,
Shake Width = 45" preformed, metal panels simulating
Thickness: .0195" TAS 125 a shake profile.
Gerard Barrel Vault Length = 15'/2" TAS 110 Corrosion resistant, coated,
Width = 43 3/4" preformed, metal panels simulating
Thickness: .0195" TAS 125 a barrel tile profile.
Gerard NB Tile Length = 16" TAS 110 Corrosion resistant, coated,
Width = 46" preformed, metal panels simulating
Thickness: .0195" TAS 125 a tile profile.
Trim Pieces Length: Varies TAS 110 Standard flashing and trim pieces.
Width: Varies Corrosion resistance galvalume.
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency Test Identifier
Underwriters Laboratories Inc 90NK5767
Center for Applied Engineering, Project No. 307064
Inc. MDC -126
Underwriters Laboratories Inc 98NK14487
Building Research Association of MTR 794
New Zeland
Underwriters Laboratories, Inc. 90NK5767
Hurricane Test Laboratory, LLC. 0102-0603-05
Hurricane Test Laboratory, LLC. 0351-0119-06
aJ
i,
TCo
o
Test Name/Report Date
Uplift Pressure Testing Sept. 1990
UL 1897
Wind Driven Rain April 1995
TAS 100
Fire Resistance May 1998
ASTM E 108
Salt Spray Sept. 1985
ASTM B 117
Accelerated Weathering Sept. 1990
ASTM G 23
TAS 125 06/08/05
TAS 125 02/01/06
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 3 of 11
APPROVED SYSTEMS
SYSTEM A-1: Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile
Deck Type: Wood, Non -insulated
Slope Range: 2":12" or greater
Maximum Uplift
Pressure: The maximum allowable uplift pressure for System A-1 shall be —52.5 psf
Deck Attachment: In accordance with applicable building code, but in no case shall it be less than #
8 x 1 1/z" long screws spaced 6" O.C. In reroofing, where the deck is less than19/
32" thick (Minimum "/32") The above attachment method must be in addition to
existing attachment.
Underlayment: Minimum underlayment shall be: (1) A double layer of an ASTM D 226 Type I, ,
with a 19 -inch headlap; or (2) A single layer of an ASTM D 226, type II with a
4 -inch headlap; or (3) A single layer of an ASTM D 2626 coated base sheet with
a 4 inch headlap. All endlaps shall be a minimum of 6 inches. Underlayment
shall be fastened with corrosion resistant tin -caps and 11/4" annular nng-shank
nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the
roll. Or, any Miami -Dade County Product Control Approved underlayment
having a current NOA.
Fire Barrier: Any approved Fire Barrier having a current NOA. For class A or B fire
rating,installminimum 1/4" thick Georgia Pacific "Dens Deck" (with current
NOA)or minimum 4mm thick Tritex, RockRoof (with current NOA) or
5/
8""water resistance type X gypsum sheating with tretated core facer.
Battens: Install minimum 2" x 2" wood battens over underlayment and fire barrier,
running perpendicular to the roof slope, at a maximum spacing of 141/2" o.c..
Attach wood battens through deck to wood trusses spaced 24" o.c. fastened with
16d x 31/2" long nails.
Valleys: Valley construction shall be in compliance with Roofing Aplication Standard
RAS 133 and with the current published installation instruction and details in
Gerard Roofing Installation Manual_
Metal Panels and
Accessories: Install the "Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile" and
accessories in compliance with Gerard Roofing Technologies installation
instructions and details in Gerard Roofing Installation Manual. Flashings,
penetrations, valley construction and other details shall be constructed in
compliance with Roofing Application Standard RAS 133. Panels fastened to
battens with Approved nails driven into (lower) butt edges of upper course and.
upper edge of adjacent lower course. A minimum of five Approved nails or #10 x
2" long wood screws for each Panel.
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 4 of 11
SYSTEM B-1: Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile
Deck Type: Wood, Non -insulated
Slope Range: 2":12" or greater
Maximum Uplift
Pressure: The maximum allowable uplift pressure for System B-1 shall be —91.75 psf
Deck Attachment: In accordance with applicable building code, but in no case shall it be less than #
8 x 1 1/z" long screws spaced 6" O.C..In reroofing, where the deck is less than19/32" thick (Minimum '5/32") The above attachment method must be in addition to
existing attachment.
Underlayment: Minimum underlayment shall be: (1) A double layer of an ASTM D 226 Type 1,
with a 19 -inch headlap; or (2) A single layerof an ASTM D 226, type II with a
4 -inch headlap; .or (3) A single layer of an ASTM D 2626 coated base sheet with
a 4 inch headlap. All endlaps shall be a minimum of 6 inches. Underlayment
shall be fastened with corrosion resistant tin -caps and 11/4" annular ring -shank
nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the
roll. Or, any Miami -Dade County Product Control Approved underlayment
having a current NOA.
Fire Barrier: Any approved Fire Barrier having a current NOA. For class A or B fire
rating,install minimum 1/4" thick Georgia Pacific "Dens Deck" (with current
NOA)or minimum 4mm thick Tritex, RockRoof (with current NOA) or5/
8""water resistance type X gypsum sheating with tretated core facer.
Battens: Install minimum 2" x 2" wood battens over underlayment and fire barrier,
running perpendicular to the roof slope, ata maximum spacing of.141/2" o.c..
Attach wood battens through deck to wood trusses spaced 24" o.c. fastened with
two 16d x 3 1/z" long nails.
Valleys: Valley construction shall be in compliance with Roofing Aplication Standard,
RAS 133 and with the current published installation instruction and details in
Gerard Roofing Installation Manual.
Metal Panels and
Accessories: Install the ,"Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile Shake"
and accessories in compliance with Gerard Roofing Technologies installation
instructions and details in Gerard Roofing Installation Manual. Flashings,
penetrations, valley construction and other detailsshallbe constructed in
compliance with Roofing Application Standard RAS 133. Panels' fastened to
battens with Approved nails driven into (lower) butt edges of upper course and
upper edge of adjacent lower course. A" minimum of five Approved nails or #10 x
2" long wood screws for each Panel.
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 5 of 11
SYSTEM C-1: Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile
Deck Type: Wood, Non -insulated
Slope Range: 2":12" or greater
Maximum Uplift
Pressure: The maximum allowable uplift pressure for System C-1 shall be -159.25 psf
Deck Attachment: In accordance with applicable building code, but in no case shall it be less than
8 x 1 1/z" long screws spaced 6" O.C. In reroofing, where the deck is less than19/32" thick (Minimum 15/32") The above attachment method must be in addition to
existing attachment.
Underlayment: Minimum underlayment shall be: (1) A double layer of an ASTM D 226 Type I,
with a 19 -inch headlap; or (2) A single layer of an ASTM D 226, type 11 with a
4 -inch headlap; or (3) A single layer of an ASTM D 2626 coated base sheet with
a 4 inch headlap. All endlaps shall be a minimum of 6 inches. Underlayment
shall be fastened with corrosion resistant tin -caps and 1'/a" annular ring -shank
nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the
roll. Or, any Miami -Dade County Product Control Approved underlayment
having a current NOA.
Fire Barrier: Any approved Fire Barrier having a current NOA. For class A or B fire
rating,install minimum 1/4" thick Georgia Pacific "Dens Deck" (with current
NOA)or minimum 4mm thick Tritex, RockRoof (with current NOA) or5/
8""waterresistance type X gypsum sheating with tretated core facer.
Battens: Install minimum 2" x 2" wood battens over underlayment and fire barrier,
running perpendicular to the roof slope, at a maximum spacing of 141/z" o.c..
Attach wood battens through deck to wood trusses spaced 24" o.c. fastened with
two #8 x 3" long bugle phillips steel screws.
Valleys: Valley construction shall be in compliance with the minimum requirements
provided in Roofing Application Standard RAS 133.
Metal Panels and
Accessories: Install the " Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile " and
accessories in compliance with Gerard Roofing Technologies' current, published
installation instructions and details. Flashings, penetrations, valley construction
and other details shall be constructed in compliance with the minimum
requirements provided in Roofing Application Standard RAS 133. Panels
fastened to battens with approved 8d ring shank nails min. 2-3/8" long, driven
into (lower) butt edges of upper course and upper edge of adjacent lower course.
A minimum of eight approved nails or #10 x 2" long wood screws for each
Panel.
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 6 of 11
SYSTEM LIMITATIONS
1. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhancedfasteningatenhancedpressurezones (i.e. perimeters, extended corners and corners).
2. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the followingstatement: "Miami -Dade County Product Control Approved."
3. All products listed herein shall have a quality assurance audit in accordance with the Florida BuildingCodeandRule9B-72 of the Florida Administrative Code.
O NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 7 of 11
4
4
DETAIL DRAWING:
GERARD TILE
GERARDSHAKE
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 8 of 1.1
Z,
GERARD CANYON SHAKE
GERARD BARREL VAULT
o . NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 9 of 11
GERARD NB TILE
o NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 10 of 11
GERARD SHADE CAP
GERARD MISSION TRIM
END OF THIS ACCEPTANCE
o NOA #: 06-1114.05
K -
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 11 of 11
LIMITED PO ER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: s-/ 07,0' ?
I hereby name and appoint: i7mla
an agent of. A'1'
tJ1V11(-
c117
V (Name of Company)
to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
i All permits and applications submitted by this contractor.
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: I 7 t3 U iawlxl7d
State License Number:
Signature of License Holder:
STATE OF FLORIDA
COUNTY O
The foregoing instrument was acknowledged before me thi a of,
200 , by a XLoo I --t -o who personally own
as
Rev. 3/27/07)
Permit # D 8 — ,j j (Q #
NOTICE OF COMMENCEMENT
The undersigned hereby gives notice that improvement will be made to certain realpropertyandinaccordancewithChapter713, Florida Statutes, the following information
is provided in this Notice of Commencement:
1. Legal Description of Property:
Street Address if available:
2. General description of Improvement
3. a. Owner name and address:
b. Interest in property:
c Name and address of fee simple
titleholder (if other than Owner):
f b 4. a. Contractor name and address:
b. Contractor's phone number:
5. a. Surety name and address:
b. Surety's phone number:
c. Amount of bond:
6. a. Lender name and address:
b. Lender's phone number:
ULHIIFILD CONI
MARYANNE MORSE
CLERK OF CIRCUIT DOURT
SEMINO ' RD,RIDA
WAY 5 20hisspacereservedforrecorder
Lot Block FJ Unit # Bldg # []Lengthy legal attached
Subdivision I Condominium:
C. le.S Cr e Cr Gnll2en GL6Q.Lrr5 700 A) rt60± Ave SaA&4 GG 7277
MAJESTYK CONSTRUCTION '
rr cr. ;a
Persons within the State of Florida designated by Owner upon whom notices or other documents may bers7abySection713.13(1)(a)7., Florida Statutes: <
Name:
Address:
b. Phone number:
8. 8. a. In addition to himself or herself, the Owner designates
b. Phone number of person or entity designated by owner
9. Expiration date of notice of commencement:
r+ ro IU 9 I
0 o O •
e asDpr avide
co v
w
W Ln
0r-
d
to receive a copy of Lienors Notice per Section 713.13(1)(b), Florida
the expiration date is 1 year from the date of recording unless a different date is specinea)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of Owner(s) or Ow er(s)' uthorized OfficerlDirector/Partner/Manager
By
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Print Name
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Title/Office
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STATE OF FL-9RfDAW 09;h% 09-11jr)
COUNTY OFAI q YZVn
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Personally known, or roduced the following type of identification: l
Signature of Notary Pul
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VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUI
Under penalties of perjury, l declare that I have read the foregoingthatthefactsstatedinitaretrue, to the best of my knowledge and be
Signature(s of Owner(s) or wner s)' Authorized Officer/Director/I
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g:\recording\forms\noc . notice of commencement revised 7.3.07.doc
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
http://www.scpafl.org/web/re_web.seminole_county_title?parcel=30193150406000080&cp... 5/5/2008
DAVID JOHNSON, CFA, ASA 4
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7.0 ! r
PROPERTY E "I ST a.a_ 9.0 114.0
APPRAISER A o
SEMINDLE COUNTY `L.E 1.41 8.0 J
1101E. FIRST ST Ll 8•A'
W 9
j 10SANFORD, FL 32771-14b8
407-665-7506 4 11
2008 WORKING VALUE SUMMARY
Amendment 1 impact not reflected
GENERAL Value Method: Market
Parcel Id: 30-19-31-504-0600-0080 Number of Buildings: 1
Owner: GOEHRIG CHARLES & COLLEN F Depreciated Bldg Value: $97,908
Mailing Address: 100 N ELLIOTT AVE Depreciated EXFT Value: $17,199
City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $56,300
Property Address: 100 ELLIOTT AVE N SANFORD 32771 Land Value Ag: $0
Subdivision Name: MAYFAIR Just/Market Value., $171,407
Tax District: S1-SANFORD Assessed Value (SOH): $122,483
Exemptions: 00 -HOMESTEAD (1999) Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY Taxable Value: $97,483
Tax Estimator
Portability Calculator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
CORRECTIVE DEED 11/2002 04582 1350 $100 Improved No 2007 VALUE SUMMARY
ADMINISTRATIVE 12/2001 04404 1272 $100 Improved No Tax Amount(without SOH): $2,835
DEED 2007 Tax Bill Amount: $1,752
PROBATE RECORDS 04/2002 04375 0599 $100 Improved No Save Our Homes (SOH) Savings: $1,083
CORRECTIVE DEED 07/1999 03690 1690 $100 Improved No 2007 Taxable Value: $93,916
WARRANTY DEED 11/1998 03547 1970 $177,000 Improved No DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 03/1979 01215 1392 $70,000 Improved Yes ASSESSMENTS
WARRANTY DEED 01/1973 00984 0314 $38,000 Improved Yes
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Unit Land
Units Price Value PLATS: Pick...
FRONT FOOT & 96 145 .000 430.00 $41,693 LEG LOTS 8 & B (LESS S 43 FT OF W 40 FT OF
DEPTH LOT 8) BLK 6 MAYFAIR
FRONT FOOT & 43 94 .000 430.00 $14,607 PB 3 PG 35
DEPTH
BUILDING INFORMATION
Bid Year Base Gross Living Est. Cost
Bid Type Fixtures Ext Wall Bid Value
Num Bit SF SF SF New
Buildinci 1 SINGLE 1930 6 1,782 3,390 3,010 WD/STUCCO $97,908 $244,770SketchFAMILYFINISH
Appendage / Sgft ENCLOSED PORCH FINISHED / 56
Appendage / Sgft GARAGE UNFINISHED / 380
Appendage / Sgft ENCLOSED PORCH FINISHED / 378
Appendage / Sgft UPPER STORY FINISHED / 794
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment,
Enclosed Porch Finished, Base Semi Finshed
http://www.scpafl.org/web/re_web.seminole_county_title?parcel=30193150406000080&cp... 5/5/2008
Ok
APPROVED SYSTEMS
SYSTEM A-1: Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile
Deck Type: Wood, Non -insulated
Slope Range: 2":12" or greater
Maximum Uplift
Pressure: The maximum allowable uplift pressure for System A-1 shall be —52.5 psf
Deck Attachment: In accordance with applicable building code, but in no case shall it be less than #
8 x 1 1/2" long screws spaced 6" O.C. In reroofing, where the deck is less than19/32" thick (Minimum 15/
32") The above attachment method must be in addition to
existing attachment.
Underlayment: Minimum underlayment shall be: (1) A double layer of an ASTM D 226 Type I
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 4 of 11
with a 19 -inch headlap; or (2) A single layer of an ASTM D 226, type H with a
47inch headlap; or (3) A single layer of an ASTM D 2626 coated base sheet with
a 4 inch headlap. All endlaps shall be a minimum of 6 inches. Underlayment
shall be fastened with corrosion resistant tin -caps and 11/4" annular ring -shank
nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the
roll. Or, any Miami -Dade County Product Control Approved underlayment
having a current NOA.
Fire Barrier: Any approved Fire Barrier having a current NOA. For class A or B fire
rating,install minimum 1/4" thick Georgia Pacific "Dens Deck" (with current
NOA)or minimum 4mm thick Tritex, RockRoof (with current NOA) or
5/
8""water resistance type X gypsum shearing with tretated core facer.
Battens: Install minimum 2" x 2" wood battens over underlayment and fire barrier,
running perpendicular to the roof slope, at a maximum spacing of 141/2" o.c..
Attach wood battens through deck to wood trusses spaced 24" o.c. fastened with
16d x 3.1/2" long nails.
Valleys: Valley construction shall be in compliance with Roofing Aplication Standard
RAS 133 and with the current published installation instruction and details in
Gerard Roofing Installation Manual.
Metal Panels and
Accessories: Install the "Gerard Tile, Shake, Canyon Shake, Barrel Vault, and NB Tile" and
accessories in compliance with Gerard Roofing Technologies installation
instructions and details in Gerard Roofing Installation Manual. Flashings,
penetrations, valley construction and other details shall be constructed in
compliance with Roofing Application Standard RAS 133. Panels fastened to
battens with Approved nails driven into (lower) butt edges of upper course and
upper edge of adjacent lower course. A minimum of five Approved nails or #10 x
2" long wood screws for each Panel.
NOA #: 06-1114.05
Expiration Date: 08/09/11
Approval Date: 01/11/07
Page 4 of 11