1605 Peach Ave; 17-2341; ROOFCITY OF SANFORD
BUILDING & FIRE PREVENTION
i
AUG - 2 201? PERMIT APPLICATION
Application No: -3i 1 Docu
ented Construction Value: $ 21 `i QC 6 Job
Address: U 05 LLOLgh A Ile s,qkAftJ Historic District: Yes No Parcel
ID: Residential Commercial Type
of Work: New Addition Alteration Repair 4 Demo Change of Use Move Description
of Work: Q —aW F— Sq l h - , i I Plan
Review Contact Person: Title: Phone:
Fax: Email: Property
Owner Information Name
A (1-4 e 1111 IA-m5 Street: (
qe r $ City, State
Zip: `. p G S Z Phone: Resident
of
property? : Contractor Information
Name Ca
r 6 r Phone: "101-LS Street: t3 Fax:
qoi %nq2=-- 02 L 1t City,
State Zip: ( t' l 3 Z 6 State License No.: (-CL.- Name: Street: City,
S1
Bondin
A d
rI
rPe Architect/Engineer Information
Phon Fax: E-=
Mortgage
L
Address:
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. 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. FBC 105.3
Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30,
2015 Penn it Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
Signature of Owner/Agent Date Si ture of o or/Ag nt
Print Owner/Agent's Name nt Contractor/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
2 . 1 ^?
of Notary -State of Flori Date
JOANN M.JOHNSON
MY COMMISSION # FF 956284
EXPIRES: March 23, 2020
Bonded Thru Notary public Underwriters
Contractor/Agent is, --'Personally Known to Me or
Produced ID -e Type of ID OL
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[:] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: June 30, 2015 Permit Application
k 0'""i1
PROPOSAL
This Agreement this 1th day of August 2017 by and between CREW PRO INC., hereafter called the contractor, and
ABDRAE WILLIAMS hereafter called the Owner, WITNESSSETH that the Contractor and the Owner for the conditions
name agree as follows.
The Contractor shall furnish labor material and perform the work on the property listed Below:
1605 Peach Ave. Sanford Florida
Crewpro Inc. is licensed in Roofing, General Construction and will dedicate it resources to ensure the highest level
of workmanship. Crewpro and its staff are very familiar with your project and local building codes and law.
Scope of work Re -Roof Replacement
Obtain permit
Re -roof
Remove all roofing material and underlayment down to the wood deck
Remove flashings and drip edge
Clean and re nail complete roof deck to meet new building codes
Replace all damaged wood deck at a charge of $60.00 per sheet
Replace one Fascia board and paint white (paint will be provided by owner)
Seal all joints and flashing with roof cement
Seal all walls to deck inside corners with roofing cement
Install all new metal roof edge trim around complete roof
Install New drip edge flashing, Vent pipe flashing, L flashing and valley flashing throughout.
Install new underlayment 301b in compliance with local building code requirements manufacturer's requirements.
Install new 30Yrs Architect shingle
Notice:
1 year Workmanship Warranty from date of completion.
Existing roof parts will be loaded in dump trailer or trash containers for disposal by Crewpro, Inc.
Crewpro will not be responsible for gutters or any gutter claims or damage unless gutter replacement is part of
contract.
New Roof System Price $2,400.00
The Contractor shall maintain Worker's Compensation and General Liability insurance policies throughout the duration of this work. Payment may be
available from the Florida Homeowners' Construction Recovery Fund if you lose money on a project performed under contract where the loss results from
specified violation of Florida law by a licensed contractor. More info about this fund can be obtained by calling 850-921-6593.
If concealed or unknown physical conditions are encountered at the site that differ materially from those indicated in the Contract Documents or from those
conditions ordinarily found to exist the Contract Sum and Contract time shall be equitably adjusted and signed, by owner and contractors.
Total Investment: $ 2,400.00
Payments shall be made as follows: 50% after permitted, and 40% at 50% stage of job when material is delivered. The
remaining balance will be paid after final inspection and customer walk thru.
Signed _ day of 20[:7_ and _day of A-L L LU5f 20
Owner I Contractor
Phone: 407.692.0765 1 Fax: 407.442.0756 1 6439 JOHN ALDEN WAY, ORLANDO, FL 328181 LICNCFC1428328
CREWCONTRACTORWYAHOO.COM LIC#CBC-059056 LIC#CCC-1327169
SCPA Parcel View: 35-19-30-513-2100-0040 Page 1 of 2
Property Record Card
f Parcel: 35-19-30-513-2100-0040 s
Owner: WILLIAMS ANDRAE
t Property Address: 1605 PEACH AVE SANFORD FL 32771
Parcel Information Value Summary
Parcel ; 35-19 30 513-2100-0040 E 2017 Working 2016 Certified I 1
Owner WILLIAMS ANDRAE
Values Values !'
i Valuation Method Cost/Market Cost/Market
Property Address 11605 PEACH AVE SANFORD, FL 32771
Number of Buildings 1 1 1
Mailing 694 VENTURE CT WINTER SPRINGS FL 32708
I
Depreciated Bldg Value 8,414 8,145
S_u._b_div..ision .N_a_m1.__._ Depreciated EXFTValue
Tax District S1-SANFORD
Land Value (Market) 7,990 7,990 i
f DOR Use Code 01 SINGLE FAMILY
I Land ValueAg
ExemptiExemptions _
q
1
JusUMarketValue" 16,404 16,135 i
a
Seminole County GIS
Legal Description
S34FTOFLOT4+N22FT
OF LOT 5 BLK 21
j PINE LEVEL
IPB6PG37
Taxes
f P Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Sales
jt Description
WARRANTY DEED
PROBATE RECORDS
QUIT CLAIM DEED
QUIT CLAIM DEED
I PROBATE RECORDS
Find Comparable Sales
Land
Assessment Value
Portability Adj
i Save Our Homes Adj $0 0
Amendment 1 Adj $0
i;
0
j{ P&G Adj $0 0
Assessed Value $16,404 16,135
Tax Amount without SOH: $323.00
2016 Tax Bill Amount $323.00
Tax Estimator
Save Our Homes Savings: $0.00
i
Does NOT INCLUDE Non Ad Valorem Assessments
16,404
16,404
16,404
16,404
16,404
Exempt Values
Date _ _ T Book I' Page — i Amount
7/1/2017 ~ - 08958 0634
3/1/2017 08871 1235
12/1/2016 08870 1788
4/1/2008 08758 0267
2/1/2002 04332 0778
Taxable Value
0 16,404 10j16,404 g
j0.. 16,404
0 16,404
I
0 16,404
Qualified Vacflmp
14,000 Yes Improved
100 No Improved
100 No Improved I
100 No Improved i
100 No Improved
Method Frontage Depth I Units Price Land Value
I FRONT FOOT & DEPTH 56.00 100.00
http://parceldetail. scpafl. org/ParcelDetaillnfo. aspx?PID=3 519305132100004C
0 $174.00 7,990 11
8/2/2017
SCPA Parcel View: 35-19-30-513-2100-0040
Building Information
Page 2 of 2
1 Year Built IDescriptionActual/Effective I Fixtures Bed Bath Base Area Total SF Living SF (( Ext Wall Adj Value Repl Value i Appendages
t L L__
1 SINGLE 1968 3 2 1_0 864 1,224 1,008 CONC $8,414 $11,851
FAMILY BLOCK
Description Area
ENCLOSED
PORCH 144.00
FINISHED
OPEN PORCH
144.00
FINISHED
UTILITY
UNFINISHED
72.00
Permits
F ermit # — Description -- Agency Amount CIODatePermitDate
A e _
9961 REQUESTED RECHECK- RESIDENTIAL COUNTY $0 7/1/2001
Extra Features
Description Year Built Units Value New Cost
No Extra Features
http://parceldetail. scpafl. org/ParcelDetailInfo. aspx?PID=35193051321000040 8/2/2017
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: 2 1
I hereby name and appoint:
an agent of: CsPie) - 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): AThe
specific permit and, application for work locqed at - Street
Address) Expiration
Date for This Limited Power of Attorney: License
Holder Name: -- p-n n_j L rA 1 State
License Number: Signature
of License H STATE
OF FLORIDA COUNTY
OF The
foregoing instrument was acknowledged before me this day of , 200 ,
by who is personally known to
me or who has produced as identification
and who did (did not) take an oath. Signature
Notary
Sea]) Print
or type name Notary
Public - State of _ Commission
No. My
Commission Expires: Rev.
08.12)
TRH ERD
EVALUATION REPORT
GAF
1 Campus Drive
Parsippany, NJ 07054
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX; (203) 262-9243
Evaluation Report 01506.01.08-1121
FL10124-1119
Date of Issuance: 01/03/2008
Revision 21: 08/26/2016
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the
referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change.
Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the
product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete
review of this Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the m'Snufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 08/26/2016. This does not serve as an electronically signed
document. Signed, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued,
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
1wR{M` Y ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the
following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009
1507.2.5, R905.2.4 Physical Properties ASTM 03462 2009
1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D3161 2009
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D71S8 2008
1507.2.7.1, R905.2.6.1 Wind Resistance TAS 107 1995
3. REFERENCES:
Entity Examination Reference Date
GAF (PDM 1915) Letter of Equivalency Seal -A -Ridge Impact Resistant IR 01/13/2012
PRI (TST 5878) Physical Properties GAF-025-02-01 03/27/2002
PRI (TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004
PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005
PRI (TST 5878) Physical Properties GAF-324-02-01 12/01/2011
PRI (TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013
UL (TST 1740) ASTM 03462 93NK6295 11/29/1993
UL(TST 1740) ASTM 03462 99NK43835 01/12/2000
UL (TST 1740) TAS 107 94NK9632 03/29/2000
UL (TST 1740) ASTM D3462 01NK06632 02/02/2001
UL (TST 1740) ASTM D3161, TAS 107 OINK9226 05/21/2001
UL (TST 1740) ASTM D3161 01NK37122 12/18/2001
UL (TST 1740) ASTM D3462 01NK37122 12/19/2001
UL (TST 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002
UL (TST 1740) ASTM D3161, TAS 107 02NK30871 09/09/2002
UL (TST 1740) ASTM D3161 03CAS367 03/11/2003
UL (TST 1740) ASTM D3462 03NK26444 10/17/2003
UL (TST 1740) ASTM D3462 04NK13850 06/07/2004
UL (TST 1740) ASTM D3161 04NK13850 06/23/2004
UL (TST 1740) ASTM D3161 04NK30546 03/10/2005
UL (TST 1740) ASTM D3462 04NK22009 05/06/2005
UL (TST 1740) ASTM D3161 04NK22009 05/09/2005
UL (TST 1740) ASTM D3462 OSNK27924 02/10/2006
UL (TST 1740) ASTM D3161 OSNK27924 02/11/2006
UL (TST 1740) ASTM D3161, D3462 06CA18077 06/05/2006
UL(TST1740) ASTM D3161, D3462 06CA18074 06/16/2006
UL (TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006
UL(TST 1740) ASTM D3462 06CA31603 12/01/2006
UL (TST 1740) ASTM D3161, D3462 06CA41095 12/27/2006
UL (TST 1740) ASTM D3161 07NK05228 03/13/2007
UL (TST 1740) ASTM D3161 06CA31611 04/04/2007
UL (TST 1740) ASTM D3161 06CA61148 04/09/2007
UL (TST 1740) ASTM D3161, D3462 07CA31742 11/08/2007
UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 03/13/2008
UL (TST 1740) ASTM D3161, D3462 07CA55908 04/01/2008
Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121
Certificate of Authorization #9503 FL10124-R19
Revision 21: 08/26/2016
Page 2 of 6
Ch
RINITY ERD
Kniitl Examination Reference Date
UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009
UL (TST 1740) ASTM D3161, D3462 09CA06856 05/1S/2009
UL (TST 1740) ASTM D3161, D7158, D3462 09NK06647 08/01/2009
UL (TST 1740) ASTM D3161, D7158, D3462 09CA27281 08/27/2009
UL (TST 1740) ASTM D3161, D71S8, D3462 10CA35554 03/05/2010
UL (TST 1740) ASTM D3161, D7158, D3462 10CA13686 05/15/2010
UL(TST 1740) ASTM D3462 10CA07264 05/27/2010
UL (TST 1740) ASTM D3462 10CA11953 10/29/2010
UL (TST 1740) ASTM D3161, D7158, D3462 1ONK11951 10/30/2010
UL (TST 1740) ASTM D3161, D7158, D3462 1ONK12070 11/04/2010
UL (TST 1740) ASTM D3161, D7158, D3462 08CA06100 01/30/2010
UL (TST 1740) ASTM D3161, D7158, D3462 10CA53934 03/31/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011
UL (TST 1740) ASTM D3161, D7158, D3462 11CA48725 12/09/2011
UL, LLC. (TST 9628) ASTM D3462 12CA34891 10/12/2012
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 12CA581S1 02/15/2013
UL, LLC. (TST 9628) ASTM D3161 12CA38083 02/26/2013
UL, LLC. (TST 9628) ASTM D3161 13CA32332 06/18/2013
UL, LLC. (TST 9628) ASTM D3161 13CA37934 08/02/2013
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015
UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Shafter, CA 02/18/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Minneapolis, MN 02/09/2016
UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/01/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Dallas, TX 02/17/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Ennis, TX 02/03/2016
UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016
PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Marquis" WeatherMaxO, Royal SovereignO and Sentinel® are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot® II, FortitudeTM, Glenwood T", Grand Canyon', Grand Sequoia°, Grand Sequoias IR,
Grand SequoiaO ArmorShieldT", MonacoO, Sienna®, Timberlineo American Harvest®, Timberline"
ArmorShieldT" 11, Timberline® Natural Shadow®, Timberline HD®, Timberline® Cool Series®, Timberline Ultra
HD® and Woodland® are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 Slatelinel is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip & Ridge Shingles:
4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridge® IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridged
ArmorShieldT" Ridge Cap Shingles and Timbertexl Premium Ridge Cap Shingles are fiberglass reinforced, hip
and ridge asphalt roof shingles.
Exterior Research and Design, LLC. Evaluation Report 01506.01.08-R21
Certificate of Authorization #9503 FL10124-R19
Revision 21: 08/26/2016
Page 3 of 6
1wRNITY ERD 4.
3 Accessory Starter Strips: 4.
3.1 Pro-StartO Eave/Rake Starter Strip Shingles and WeatherBlockerT" Premium Eave/Rake Starter Strip Shingles are
starter strips for asphalt roof shingles. 4.
3.2 QuickStart" Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6- inch
or less. 4.
3.3 StarterMatch' Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and Grand
Sequoia® series asphalt shingles. StarterMatch" are installed as the second starter for Grand Canyon*
and Grand Sequoia® series installations. 5.
LIMITATIONS: 5.
1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose. 5.
2 This Evaluation Report is not for use in the HVHZ. 5.
3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory
for fire ratings of this product. 5.
4 Wind Classification: 5.
4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.
2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use
in all wind zones up to Va,d = 150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to
meet this wind rating. 5.
4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vag =
150 mph (V it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.
4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean
roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions
outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.
5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code
and F.A.C. Rule 61G20-3. 6.
INSTALLATION: 6.
1 Underlayment: 6.
1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally
Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.
2 Starter Shingles or Starter Strip: 6.
2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip Shingles
and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions. 6.
3 Asphalt Shingles: 6.
3.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum
four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions:
Camelot,
Camelot II, Grand Canyon, Grand Sequoia, Grand Sequoia IR, Grand Sequoia ArmorShield, and Woodland
require minimum five (5) nails per shingle. i
Slateline requires minimum six (6) nails per shingle. Exterior
Research and Design, LLC. Evaluation Report 01506.01.08-R21 Certificate
of Authorization #9503 FL10124-R19 Revision
21: 08/26/2016 Page
4 of 6
n
iw
rTRINI" i Y I ERA
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the shingle manufacturer for details.
6.4 Hip & Ridge Shingles:
6.4.1 Installation of Seal -A -Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and Seal -
A -Ridge ArmorShield Ridge Cap Shingles shall comply with the manufacturer's current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PL S30 Roof & Flashing Sealant".
11.5 Sealant
1" (292 mm) 1" Sellante
25 mm (25 mm) Enciuit d dtancheite
I
12'
305 mm)
Nail
Clavo
6 5/9' - 7 58" Clouer
168 - 194 mm)
12"
305 mm)
6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current
published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and
beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
1S.Mtn
25 mrn_ (25 Mmi
12 9 rlmf
taallanta
IEnduit d'btznchdib6
1.'2
6.4.3 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121
Cerirfkate of Authorization #9503 FL10124-1119
Revision 21: 08/26/2016
Page 5 of 6
TRINITY; ERD
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITy AssURANCE ENTITY:
UL LLC—QUA9625; (847) 664-3281
END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1121
Certificate of Authorization #9503 FL10124-1119
Revision 21: 08/26/2016
Page 6 of 6
PERMIT #
City of Sanford Building Division
Residential Re -Roof Scope of Work
JOB ADDRESS:
STRUCTURE TYPE: SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM
RE -ROOF TYPE: O REPLACEMENT TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS)
O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF)
V ' DECK TYPE PLEASE SPECIFY): CONS
PLEASE NOTE: ONLY 100 SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BE REPLACED * *
ROOF VENTILATION: DOFF -RIDGE RIDGE OSOFFIT OPOWERED VENT OTURBINES
SKYLIGHTS: O YES NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #:
MAIN ROOF AREA
ROOF SLOPE: O LESS THAN 2:12 0 2:12-4:12 WA
Py 4:12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
r
SHINGLE 1 I FL# ('
C1
O
METAL FL# O
MODIFIED BITUMEN FL# O
TORCH DOWN FL# O
INSULATED FL# O
TILE FL# O
OTHER: FL# ROOF
EXTENSIONS (PORCHES, PATIOS, ETC.) **IFAPPLICABLE** ROOF
SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER TYPE
OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL O
SHINGLE FL# O
METAL FL# O
MODIFIED BITUMEN FL# O
TORCH DOWN FL# OINSULATED
FL# O
TILE FL# 0
OTHER: FL#
City of Sanford Building Division
3 I Residential Re -Roof Inspection Policy & Procedures
PERMITTING REQUIREMENTS — NO PLAN REVIEW REQUIRED
This document (signed) along with an accurate and completed Residential Re -Roof Scope of Work are required
to be submitted as part of your permit application.
The Scope of Work must include all applicable Florida Product Approval numbers for all roof components that
will be installed on the project.
A permit will not be issued without these documents. Copies will be made to post on the job site.
Projects located in the Sanford Historic District will require plan review and approval by the Sanford
Historic Preservation Board
INSPECTION POLICY & PROCEDURES
A Final Roof Inspection is the only inspection required for Residential (Single Family, Townhouse, Mobile
Home, Apartment and/or Condominium) Re -Roof Permits.
The Following is required to be provide on the job site:
Permit Card, posted in a conspicuous and weatherproof location
Completed Residential Re -Roof Scope of Work
Completed and Notarized Inspection Affidavit
All Florida Product Approval and Corresponding Installation Instructions
Product Approval shall match what is on the scope of work)
Digital Photographs (must include the permit number or address in each picture)
o Each plane of the roof, showing the underlayment installed
o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler)
o Roof Deck Nails used (including a measuring device or ruler showing size of nails)
o Underlayment Pattern & Spacing (including a measuring device or ruler)
o Drip Edge & Valley Attachment (including a measuring device or ruler)
o Shingles installed, nail pattern and location of nails
Skylights (if applicable)
o Digital photographs showing all installation components, per FL Product Approval
o Digital photographs showing all required flashing, per FL Product Approval
Failure to follow these specific guidelines will result in an affidavit provided by a Florida Design
Professional (architect or engineer), certifying FB c compliance by personal inspection.
CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: DATE: jj