HomeMy WebLinkAbout106 Mayfield DrW.
C �o
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: JIS5
UOA&1�Job Address:IM r I d 9 32111 Historic District: Yes ❑ No
Parcel ID: t- ("I _ I -,51(1 - 0006 - og V Residential K] Commercial ❑
Type of Work: New ❑ Add
Description of Work:
Repair ❑ Demo ❑ Chan a of Use ❑ Move ❑
�u�s Sl k a
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: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
Property Owner Information
(�
Name 1✓
Phone:
Street:IN
Resident of property?
City, State Zip: t
2
I3
Contr ctonr Information
Name
Y
Phone:
Street:
Fax:
City, State Zip:
, ,l -�,{
State License No.: LC Ws�I f U
Architect/Engineer Information
Name:
Phone:
Street:
Fax:
City, St, Zip:
E-mail:
Bonding Company:
Mortgage Lender:
Address:
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: 51" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit 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 compJiai)ce with_pll applicable laws regulating construction and zoning.
/4
Date
of Contractor/Agent
N A&i fci
41
U-23-4
Date
Date
STATE OFKORIDA STATE OF FqORIDA
i%)C=m#FFW`l799 TMJComrn# 799
Expires 7121/2019 AR ° Explms 7/21/2019
Owner/Agent is PersonalVftaw
a or Contractor/Agent is�Personally Known to Me or
Produced ID Type of Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[-] Roof ❑
Construction Type: Occupancy Use:
Total Sq Ft of Bldg:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes ❑ No ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
# of Heads Fire Alarm Permit: Yes ❑ No ❑
UTILITIES: WASTE WATER:
FIRE:
BUILDING:
Revised: June 30, 2015 Permit Application
11/1812016 SCPA Parcel View: 32-1331-516-0001}0800
Property Record Card
Parcel. 32-19-31-516-0000-0800 % [� �(
Owner: COOK AARON B & TRACEE B z -1 2-' v
Property Address: 106 MAYFIELD DR SANFORD, FL 32771
Parcel Information I Value Summary
Parcel
32-19-31-516-0000-0800
Owner
COOK AARON B & TRACEE B
Property Address
106 MAYFIELD DR SANFORD, FL 32771
Mailing
106 MAYFIELD DR SANFORD, FL 32771
Subdivision Name
CELERY LAKES PHASE 2
Tax District
St-SANFORD
DOR Use Code
01 -SINGLE FAMILY
Exemptions
00-HOMESTEAD(2006)
+ 63.15 50
IT"
9
1
40 50
Legal Description
LOT 80
CELERY LAKES PHASE 2
PB 65 PGS 29 & 30
Taxes
~M®m
50 50 1 50
Seminole County GIS
Tax Amount without SOH* $1,777.24
2016 Tax Bill Amount $1,017.25
Tax Estimator
Save Our Homes Savings: $759.99
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
2017 Working
Values
2016 Certified
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
1
1
Depreciated Bldg Value
$110,114
$105,309
Depreciated EXFT Value
$800
$826
Land Value (Market)
$23,100
$23,100
Land Value Ag
$41,961
County General Fund
Just/MarketValue'•
$134,014
$129,235
Portability Adj
2,021
CB/STUCCO
Save Our Homes Adj
$42,053
$37,913
Amendment 1 Ad/
P&G Adj
$0
$0
Assessed Value
$91,961
$91,322
Tax Amount without SOH* $1,777.24
2016 Tax Bill Amount $1,017.25
Tax Estimator
Save Our Homes Savings: $759.99
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value Exempt Values
Taxable Value
Page
Schools
$91,961
$25,000
$66,961
City Sanford
$91,961
$50,000
$41,961
SJWM(SaintJohns Water Management)
$91,961
$50,000
$41,961
County Bonds
$91,961
$50,000
$41,961
County General Fund
$91,961
$50,000
$41,961
Sales
Description
Date
Book
Page
Amount Qualified
VacAmp
WARRANTY DEED
10/1/2005
05947
0553
$259,000 Yes
Improved
SPECIAL WARRANTY DEED
6/1/2005
05801
0767
$163,100 Yes
Improved
Find Comparable Sales
Land
Method Frontage Depth
Units
Units Price
Land Value
LOT
1
1 $23,100.00
1 $23,100
Building Information
Ie R-11Rnth --] inr nrroN9 (N -le W.'.
# Description Year Built Fixtures
Bed
Bath
Base Area
Total SF
Living SF
Ext Wall
Adj Value
Repl Value
Appendages
Actual/Effective
1 SINGLE 2005 1 7
1 4
1 ?_O_
1 2,021
1 2,470
2,021
CB/STUCCO
1 $110,114
1 $115,303
11 Description Area
htip://parceidetail.scpafl.org/PareelDetaillnfo.aspx?PID=32193151600000600 12
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iwi-sal
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Roofer Contracting
Page 6 of 12
INVESTMENT:
Universal Roofing Group, Inc. proposes to furnish and install labor and material in accordance with the
above specifications, and subject to conditions found on both sides of this agreement, for the sum of:
- 1 db SO n5 Y88F W8FF8,
IrCertainTeed Landmark, fungus resistant, Architectural shingles $12,642.83
■ Ordinance & Law items
o Re -nail decking & provide and install new valley metal
• Provide and install ventilation
• Bullet Boots
■ Wind Mitigation Inspection
• Rhino Roof Synthetic Underlayment
Total /.:?. G y`.?• 83
TERMS:
Standard industry cash terms; one-third with the order, one-third due upon delivery of materials, balance due upon
completion. Building Permit is included. Job related debris to be removed from job site.
Universal Roof & Contracting wig submit the price and scope of this contract with the insurance company and agrees
10 do the roof for scope and final dollar amount submitted to the insurance company. The cost to the homeowner,
which will be paid to Universal Roof & Contracting, is the deductible, upgrades, and any potential additional work
orders including, but not limited to wood, stucco, siding and wag flashing. Additional work orders must be paid by the
homeowner at the time the A WO is presented, before the work is done, but will be submitted as supplemental
requests to the insur4w company by Universal Roof and contracting for the homeowner's reimbursement. Any
additional he d to the insurance on behalf of this claim, including overhead and profit, will be owed upon
approvaL�/�
The final payment of each item should be paid at the end of that item. (i.e. the final payment of the
roof is paid when the roof is completed, gutters, screen, interior etc.)
9-5
Total Order
Contract Signing
Due on Start Date (Deductible and Upgrades)
$ 3/Z �• Due Upon Completion of Roof
(•Remaining money receileed from Insurance and Hidden Damage not factored into this payment)
Final Paymeny a diff al money from Insurance: Depreciation, Supplement/payout)
By �% =" By:
Print Name: r �t�;)�jl� Print Name:
Date: �//��// /,moi-I%(� Date:
By:
Universal Roof & Contracting
Ow'ner `i/•
Un
1
1 �
99C'w�IL�"ft �IMt'tI.
NOTICE OF COMMENCEMENT
NARYANNE IIORSE► SE11INOLE COUNTY
CLERK OF CIRCUIT COURT h COMPTROLLER
SK 3914 Ps 335 QP3s)
CLERK'S r 2016123906
RECORDED 12/01/2016 08.52:33 All
RECORDING FEES $10.00
RECORDED BY hd •;_il':�
Permit Number:
Parcel ID Number: 33 U MZ5 —6%nc)
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRIPFIO_NIOF RBQP`ERT,Y:,(I.,ggal t%s p�n f poperty Ad trQpfjadfi{ess ij�yallaple
2. GENERAL DESCRIPTION OF IM
3. OWNER INFORMA
Name and address:
Interest in DrODertvi
Fee Simple Title Holder (if other than owner listed above) Name:
4, CONTRACTOR: Name: i Phone Number: `4V I ( d�� I �Wy
Address: G 0 eV a 2_�� c,
5. SURETY (If applicable, a copy of the payment bond is attached): Name:
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
Address:
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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 LENDER OR AN ATTORNEY
BEFORE COMMENCING WOR RECORDING YOUR NOTICE OF COMMENCEMENT. �j
" /
(Slg, Owner or Lessee; or OwneYs or t:essee's (Pdnt'NarnCand P(oylde Signato 's TIVe/Office)
lhorized Officer/Director/Partner/manager) c
i
State of County of
The foregoing instr�tr pt wad akknov/Iedged before me this ZZ day of 20k
by V V \.
Name of person mg statement
who has produced identification pe of identification produced: _
Thalia Coral Acevedo
NOTARY PUBLIC
STATE OF FLORIDA
`Coin W FF901799
*CV
Expires T%t Co RYANNE MORSE
O 1 ZO16.�' COMP ROLL I COURT AND
L SEM ORI ,
nrptnmr CLERK
Who is personally known to me O OR
7/152015 Florida Buildflg Code Online
Business • Professional Regulation
Horidil Departmentd BPS Mone I Lot In I User Reglstratlon I Mot Topics I Submit Surdurge I Stats a Facts I Publications I Fac staff I 1305 Site Map 1 Luua I Search I
Busines
Professi I product Approval
USER: Public User
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Detail
• FL # FL5444-118
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer CertalnTeed Corporation -Roofing
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
(610) 651-5847
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
ma rk. d. ha me r@saint-goba I n. co m
Technical Representative Mark D. Harrier
Address/Phone/Emall 18 Moores Road
Malvern, PA 19355
(610) 651-5847
Mark. D.Hamer@sa I nt-gobain. tom
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida Ucense PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/03/2017
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of independence FL5444 RB C01 2015 01 COI Nieminen.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D3161, Class F 2009
ASTM D3462 2009
ASTM D7158, Class H 2008
Equivalence of Product Standards
Certified By
Sections from the Code
h oJtfloridabilding.orgfpr/pr app M.aspx?param-wGMOwtDgtahlgO7CSsoycOrl28CcpCIJxNzsPPRyA%3d 1R
QoTmNITYIERD
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
CertainTeed Corporation Evaluation Report 3532.09.05-R9
18 Moores Road FL5444-R8
Malvern, PA 19355 Date of Issuance: 09/22/2005
Revision 9:03/06/2015
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 5th Edition (2014) Florida Building Code sections noted herein.
DESCRIPTION: CertalnTeed Asphalt Roofing Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1.
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. TrinitylERD 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(ERD 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 manufacturer 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was suthorlsed by Robert Nieminen,
P.E. on 03/06/2015. This does not serve as on clemmkolly signed
document Signed, sealed hardmples have been transmitted to the
Product Approvel Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinityJERD 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 ERD 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.
QOTPuNITYIERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, 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
Prope
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161, Class F
2009
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158, Class H
2008
3. REFERENCES:
Entity
Examination
Reference
Date
UL (TST 1740)
ASTM D3162
94NK9632
05/15/1998
UL (TST 1740)
ASTM D3162
99NK26506
11/23/1999
UL (TST 1740)
ASTM D3161
03CA22702
05/27/2003
UL (TST 1740)
ASTM D3161
03CA12702
06/16/2003
UL (TST 1740)
ASTM D3261
03NK29847
10/03/2003
UL (TST 1740)
ASTM 03161
04CA11329
05/24/2004
UL (TST 1740)
ASTM D3162
04CA32986
12/03/2004
UL (TST 1740)
ASTM D3161
OSNK07049
04/15/2005
UL (TST 1740)
ASTM D3161
OSNK16778
05/22/200S
UL (TST 1740)
ASTM 03161
OSCA16778
05/12/2005
UL (TST 1740)
ASTM D3161
05NK14836
05/22/2005
UL(TST 2740)
ASTM D3161
OSNK22800
06/22/2005
UL (TST 1740)
ASTM D3462
R684
09/21/2005
UL (TST 1740)
ASTM D7159
OSNK09037
06/28/2006
UL (TST 1740)
ASTM D3161 & D3462
09CA28873
07/23/2009
UL (TST 1740)
ASTM D3462
IOCA41303
10/07/2010
UL (TST 1740)
ASTM D3261
IOCA41303
10/08/2010
UL (TST 1740)
ASTM D7158
IOCA41303
10/27/2010
UL (TST 1740)
ASTM D3162 & D3462
IOCA44960
11/11/2010
UL LLC (TST 9628)
ASTM D3161, D3462 & D7158
13CA32897
11/21/2013
UL LLC (TST 9628)
ASTM D3161, D3462
TFWZ.R684
04/22/2014
UL LLC (TST 9628)
ASTM D71S8
TGAH.R684
04/22/2014
UL LLC (QUA 9625)
Quality Control
Service Confirmation
Exp. 07/03/2017
4. PRODUCT DESCRIPTION:
4.1 CT20TM, XT" 25, XTTM 30 and XT'" 30 IR are fiberglass reinforced, 3 -tab asphalt roof shingles.
4.2 Carriage House Shangle•, Centennial Slate'", Grand Manor Shangle•, Landmark'", Landmark" IR, landmark'" Pro,
Landmark' Premium, LandmarkTM TL, Landmark'" Solaris and Landmark' Solaris IR are fiberglass reinforced,
laminated asphalt roof shingles.
4.3 Presidential Shake'", Presidential Shake'" IR and Presidential Shake TL'" are fiberglass reinforced, architectural
asphalt roof shingles.
4.4 Hatteras'", Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4 -tab asphalt roof shingles.
4.5 Patriot'" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance
through an intermittent shadow line with contrasting blend drops for color definition.
4.6 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar Crest' and Cedar Crest'" IR
are fiberglass reinforced accessory shingles for hip and ridge installation.
4.7 Any of the above listed shingles may be produced in AR (algae resistant) versions.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R9
Certftote of Autharkotlon 19503 FL5444-RS
Revlslon 9: 03/06/201S
Page 2 of 9
��TaINITYJERD
S. UwAnons:
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 All shingles noted herein 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 us In all wind zones up to V„d = 150
mph (V„ h =194 mph). Refer to Section 6 for Installation requirements to meet this wind rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge and Cedar Crest hip & ridge shingles
have been evaluated In accordance with ASTM D3161, Class F when BASF Sonolastic NP 1 adhesive or Henkel PLO
Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, indicating the
shingles are acceptable for us In all wind zones up to V„d =150 mph (V„ K =194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building 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.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt
roofing shingles listed In Section 4.1 through 4.5 exceeds the calculated uplift force (FT) at a maximum design wind
speed of V,,d = 150 mph (V,dt = 194 mph) for residential buildings located in Exposure D conditions with no
topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet.
The shingles are permissible under Code for Installation in these conditions using the installation procedures detailed
in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening
requirements established within any local jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and
F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's
minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation 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 Installation of asphalt shingles shall comply with the manufacturer's current published Instructions, using minimum
four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or
R905.2.S. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21 units vertical In 12 units horizontal, use the "Steep Slope" directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
Exterior Research and Design, I.I.C. Evaluation Report 3532.09.OS-R9
Ccrfiftcote *I AuMorkatlon #9S03 FLS444-R111
Revision 9.-03/06/201S
Page 3 of 9
6.3.1
6.3.1.1
6.3.2
CT20", XT" 25, XT' 30, XT' 301R:
LOW AND STANDARD SLOPE
ENGLISH 17' 12" 17'
305 mm) (305 mm) (305 mm
t"(25MM) Sealant 1"(25tnm)
-- -1- --
5 sh" (145 mm) — —
5 IAPtrN mood
NORK 1311x" 13Th" 131h"
1"(25 mm) Sealant /"(25mm)-�(
61h..
T
Hours ]/-I. UMf—na*foroulryfid/am*
Hip & Ridge: Cut Shingles
(251mm�)I-I 1?f"2..(50mm)t11--R�me�.11
f f tt 12
305 mm)
Shingle _ _ Shingle Shingle 1
Figure 1l -Td.• Ort lab, $herr bft bash m nra8emp a6rrrg/n
(Brgllteb dMaeru/onr sbam).
QOTRINITYIERD
STEEP SLOPE
Use fear nods and apt spots of asphall roofing cemenr for e" full
shtogle (F$gtare 11-4). Asphab roofing cement meemtg ASTM D4586
type A is suggested.
I
Roollog Cos
Apply 1"(25 mm) sDob of tsphall roofing retreat
under ach bb carrel.
How 1 -I:fk 1wnaUsandrtr*ph gfwph*a=m tonamp aloyn
•CA11170N: liuesslse use of roofing cement caa eause sMngles
to Muter.
IL25 00)
Sal°
`S, IV X01
Rpm U-25. Mdaganon ofop abM do Ups andr$*-
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant, in accordance with manufacturer's instructions.
Carriane House Shanxle°. Centennial Slate^' and Grand Manor Shanitle•:
LOW AND
STANDARD SLOPE
Ilse Are nags for c%try full.%ngk.
Li
I (�251mm)
(16 mm) I
i I
Renre l7-1: Vwfitr nal6forell rn•Jd/Grand elanorSban#e.
P.oniaplr. nouse Sbu%*, or f}ntenalol Sale.
Exterior Research and Design, I.I.C.
Ceri fflowte 01Au11forisatlon 09503
STEEP SLOPE
Use seven oalls and throe spots or asphalt roofing cement for every
full Grrnd Manur Shaogle. Use Ave oalls and three syas of asphalt
nrn0ng ctmeni for every fug Carriage (louse Spangle and Centennial
Shat. Alhtly asphalt nwling went 1' t15 mm) from edge of shinoc
(Figure 17-1). Asphalt roofing c meet meeting ASM D45861)pe 11
is suggested.
Flgarr 17•5r w ro Instaffiq Crowd abrror.%arrglis on steep do^
nm wean nails eud tbrrr spots ofaspbalt roofing mwnt.
Evaluation Report 3532.09.05-R9
FL5444-RS
Revision 9: 03/06/2015
Page 4 of 9
6.3.2.1 Hip & Ridge: Shangle• Ridge
6.3.3
Figure 17-18: Sbangk* Ridge.
QOTP..INITYIERD
Exposure Remove tape
from the right side
8-,j and fasten
SECOND
Fasten they ./1
left side 65/e RIGHT
FIRST
LEFT
Figure 17.19. Installation ofSAm kO Ridge sbingles
on b/ps and ridges
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturers instructions.
Landmark"'. Landmark"' IR. Landmark"' Pro (formerly
landmark"' Plus). Landmark"' Premium, Landmark' TL.
Landmark' Solaris. Landmark' Solaris IR:
LOW AND STANDARD SLOPE
LANDMARK TL
131h" 13" 13th"
METRIC DIMENSIONS
1--(343 an)--t—(33D mm)— --(343 mm) -
l
17' 143/4*' 17'
I--1"(25 mm) 1"(25mm)
�
•-
�+- (305 mm)—[—(375
mm) -r --(305
mmH
1"
1"
(25 mm)
Ret asTo tape
(25 mm)lift"
Naitabler
Area
IT�r�/3.4:LxJarrunlhJaarrJJrdltbiolplr.
STEEP SLOPE
IANDmARR Tl
Ilse six nails and Toter spots of asphall roofing cement for every full1q+/r`
19- 13th
Laminated shingle. fire beloir. Asphalt roofing cement should meet
343 mm)
1330 mm) (343 mm)
A17M D4586 Type II. Apply I- spas of asphalt roofing cement ti ode
;�-112srrao
each corner and at about 12' to 13" in from each edge.
1 17(25 mm)-+
METRK DIMENSIONS
— 11' --14314" 1T—
(305 mm) (375 mm) (305 mm)
;— 1"(25 nen) Release Tape
Nail Area
For Steep
(25 mm)----
Rootino cement
Exterior Research and Design, LLC.
CerWcote of Authorhatlon 09503
MM) -.j
I
j—1"
15 mm;
(25 mm)
FO -o 1.1* marrrnoltrmdfourryouof
arp8d! roofuannronron urvp tlopat
1'
p5rm)
Evaluation Report 3532.09.05-R9
FLS444-R8
Revision 9: 03/06/201S
Page 5 of 9
6.3.3.2 Hip & Ridge, Option 1: Shadow Ridge"
RR*
6.3.3.2
VT_RINITYJERD
Centcrinp I Cetnerin0
12' ' '{ 13114'
D Nmchn Im AUpnmers� I(337mm) `Na0ss brAtlpmmenl � 5
Ithe Top Edge of the Previous 7' the Top Edge of the Previous fiffi2 m
` Gp1or5'(125mm)Egwme 080-0 0apfor5sff(141mm)EPM
11 English Dimension Lit Me* DlmONbn
, (12S- )
t>posui
Fgwe 13-20. Use I"gnokho b cenW sbdMAx on Ups are
,leges, and to butte 1Eeoaned espom,a
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
Hip & Ridge, Option 2: Cedar Crest'", Cedar Crest" IR
Use two fasteners per shingle. For the starter shingle, place fastener 1 -inch from each side edge and about 2 -inch
up from the starter shingle's exposed butt edge. For each full Cedar Crest shingle, place fasteners 8 -5/8 -inch up
from its exposed butt edge and 1 -inch from each side edge.
Exterior Research and Design, I.M. Evaluation Report 3532.09.05•R9
CaWfiwte of AuMorkation #9503 FLSW_R8
Revision 9: 03/06/2015
Page 6 of 9
TTRINITYIERD
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant to hand -seal Cedar Gest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay
on the top piece and extending approximately 4 -inch along the sides of the headlap along a line y to 1 -inch from
each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into
the adhesive, and install nails. To secure the other side, apply a 1 -Inch diameter spot of NP 1 or PL adhesive
between the shingle layers.
M Mrein
1k• `..
(e mm) 11102 owl
r
_ (2S mm
DaboraegW l
cueent between
1918 Wes RS can)
6.3.4 Presidential Shake'". Presidential Shake" IR, Presidential Shake TL"':
tOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard dopes, use five calls for each full Presidential For steep dopes, use sine naps for each full Presidential ddngie and
shingle as shown below apply l . dtametc spots of asphalt roa0ttg o tttmt t11dQ each ddogle tab.
Alla app)pmg 5 Clads to betveeet ibe calling guide Imes, apply d nab I'
wa®ttp 1•-- 47 -�I above tab cotoals making certain tabs of oetri ft d&* cow calls
tide lies (1016 mm)
(137mm) • • . • • 14114'
117 mm) (362 mm)
F1
NOTE: Appy naps on palmed guideline.
mpm i". iaratnrns ftwt&mAof andFmid ellal n sack
aMWW on farow dafandadsbyes
6.3.4.1 Hip & Ridge, Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
T
r diameter asphalt tooling cement
Rp a 167: A01106W PAe/dett AW PAU(AV laf M Sbabe
abet W on AW afoyes.
Presidential accessory shingles can be used for covering hips and
ridges. Apply shingles up to the ridge (expose no more than 7' from
the bottom edge of the "tooth." Fasten each accessory with two fas-
teners. The fasteners most be 13/4' long or longer, so they penetrate
either 3/4' into the deck or completely through the deck. Presidential
accessory comes In two different sizes: Accessory produced In
Birmingham, AL Is 12' x 12'; Portland, OR produces 9748' x 131/4'
accessory.
Note: For ASTM D3261 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.4.2 Hip & Ridge, Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest"' IR hip and ridge shingles.
Exterior Research and Design, LLC. Evaluation Report 3532.09.0549
CertUkote o/AvtAorkaHon #9503 FL5444-R8
Revision 9:03/06/2015
Page 7 of 9
6.3.5
6.3.5.1
Hatteras^':
LONA STANDARD AND STEEP SLOPE:
i%nK 15.3.- falexlrrp callow Mori ox
Im on l Shodnrd9opri
For bw wW shadard sbpes, we aoc oath for earb full
Ibnesas shIngk s, Awo abom
Hip & Ridge, Option 1: Accessory for Hatteras
r r r r
3
Pigmy 15-14.• 18 th lee pAwv fmlta s*arak to make
5411atle=Aa&wrys&h0Wx
QOTRINITY,IERD
Il)rnti /S•1 I'mlrxrxlelhlarer.WraHr oa.VnYshyxr
For aeep flop-'. ow Ge ndls aml Nob span of Womb mono
eemeah for Barb b811saerm "Lle as dmnn above. Apph- I'
Maim) dbmeter I'. of roonn8 ermem WTM 1) 4586 TITe II
suWavd) omkr curb bb corner. Press sb4r into pb m do nm
nposr cemeal.
CA1rrWW- Too mcrb monng courvi eon rause abintlrs b Wier.
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
6.3.5.2 Hip & Ridge, Option 2: Cut Hatteras Shingles
123
� 90 MMI)
I I
16..
— � — — —
460 mm)
Cap
Cap Cap Cap
Shingle
Shingle Shingle Shingle
(460 mm)'F%�\
(203 mmlstw- vc�1
N' `5
�12f'�mm
Rpm 15 2(k crit Xatt®as sbbWlw to mama corps cap Figm 15-21:1nslAbUm of caps ak"jr Mps and rldAu
Note: For ASTM D3161 - Class F, use BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing
Sealant in accordance with manufacturer's instructions.
Exterior Research and Design, I.M.
CaWfiu fe oJAufAordtafion 09503
Evaluation Report 3532.09.05-119
FL5444-R8
Revision 9: 03/06/2015
Page 8 of 9
6.3.6
6.3.6.1
6.3.7
7. LABELING:
QOTP.tINITYIERD
Hiahland Slate'". Highland Slate" IR:
LOW AND STANDARD SLOPE:
STEEP SLOPE:
Use FIVE nails and 11116117' spots of aspbalt roollog cement* for each
a""+
foil Highlaod Slate shingle. for MM4hde, SIX nails are required.
Apply I' diameter spots of aspball roofing cement under eacb lab
qtr
oscoma
Asphalt roofing cement mecang A4'Dd DO% Type 11 S suggested.
—w
�J_asa
aenirw�r.ian)
��
M�m:n�bngib
vamp
1
I�rrOwenM
F were-3:oavFMnaijbrevillyMiNadSiskdrr*
�n ROUND
f ms /r 3A: WvHlB nadsandeW syob 4i4*r
ioofgamnenrWK reo:bra =W..
'CAUTION: Itcesslre use of roofing cement can nose sbLlgles
to blister.
Hip & Ridge, Option 1: Refer to instructions herein for Cedar Crest^', Cedar Crest" IR or Shangle Ridge' hip and
ridge shingles.
Patriot'":
LOW AND STANDARD SLOPE
I ;S(- FOliR nails for every full shingle klc:utd as shatm belom
Salva
41.Q-
056 .1 EI•- 019.�
1 0An1 lm N
STEEP SLOPE
Ow F0FR nail+ and four spin:q of aspball roofing cement for e% -M full
shingle as sham below. A..ph:dl Irrifing amen) meting iigM 114586
Type II is sugh" d. Apph• 1115 nun) %p is of ssph:dl rgwpfin ;
cemenI tts shown.
CAUTION: ltwirssiwe use ur roofing small can close siliaghs to Worr.
b.AK*m1W
gnat pw�l
oz" first SVA "'I
rd
Hip & Ridge: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR, Shadow Ridge'" or Shangle Ridge'" hip
and ridge shingles.
7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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; (414) 248-6409; karen.buchmann@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 3532.09.OSat9
Ceri#tcote of Authoritarian 09503 FL5444-RO
Revision 9: 03/06/2015
Page 9 of 9
rlortoa nulmng code Online
- X11
Business Professional
AC)rWa Dep iMM11 SM Home I Loy In I Wer Registration I Hot Topics I submit Surcharge I stets a Fads I Publications I FBC staff { SCIS site Map ( Llni a I search I
Busines (L)
Professiral product Approval
USER: Public user
Regulation
Product Approval Menu > Product or Application Search > Anallcatlon List > Application Detaa
FL A FL15216-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer InterWrap, Inc.
Address/Phone/Emall 32923 Mission Way
Mission, NON -US 00000
(551) 574-2939
mtupas@lnterwrap.com
Authorized Signature Eduardo Lozano
eiozano®interwra p.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
(778) 945-2891
elozano@interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE -59166
Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 11/17/2015
Validated By John W. Knezevlch, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL15216 R2 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from tate Code
1507.2.3
1507.5.3
1507.8.3
1507.9.3
1507.9.5
tgxl/1loridabtflding.orgtpr/pr app dll.asps?param=wGEVXQwtDgv4ANVJZ1QRAdhyMOOGQyoaHhVeiOpVSvxwSdCoQ%3d%3d 1/2
q0
TRINITY I ERD
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, Cr 06078
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Interwrap, Inc. Evaluation Report 140510.02,12-R2
32923 Mission Way FL15216-112
Mission, BC V2V-6E4 Date of Issuance: 02/17/2012
Canada Revision 2: 04/27/2015
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 5u' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: RhinoRoof Underlayments
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 manufacturer 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 3.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The boanYe seal appearl%was authorized by Robert Nkrrrinen.
P.E. on 04n7/2015. This does not serve as an etectronkally signed
doorman. Signed, seated herdooples have been transmitted to the
Product Approval AdndnBtrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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 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.
S. This Is a building code evaluation. Neither TrinitylERD 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.
(PTRINITY,:ERD
I
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the
intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following
Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Properties
Standard
Year
1507.2.3, 1507.5.3, T1507.8,
Unrolling, Breaking Strength, Pliability, Loss
ASTM D226
2006
1507.8.3, 1507-9-3,2507-9.5
on Heating
& Shingles
1507.2.3,1507.5.3,1507.8.3,
Unrolling, Tear Strength, Pliability, Loss on
ASTM D4869
2005
1507.9.3
Heating, Liquid Water Transmission,
No
Breaking Strength, Dimensional Stability
3. REFERENCES:
Entity
Examination
Reference
IDate
ITS (TST1509)
Physical Properties
100539395COQ-M
10/27/2011
ITS CM1509)
Physical Properties
100539395COQ-002
10/27/2011
ITS (TST1509)
Physical Properties
100539395COQ-M
03/14/2014
ITT (QUA3673)
Quality Control
Inspection Report
11/17/2014
4. PRODUCT DESCRIPnON:
4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM
D226, Type 1 or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42 -inch wide rolls, and can be
produced in various other sizes.
S. LIMITATIONS:
5.1
5.2
5.3
5.4
S.5
5.6
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.
This Evaluation Report is not for use in the HVHZ.
Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the AHI for approval based on this evaluation
combined with supporting data for the prepared roof covering.
Allowable roof covers applied atop RhinoRoof Underlayments are follows:
'Tiis� �R`ca�'Cov`ei'O�artoii3 . .
Undedayment
Asphalt
Nall -On Tile Foam -On role
I
Metal
I
Wood Shakes
I
Slate or
Shingles
& Shingles
Simulated Slate
RhinoRW U20
Yes
No No
I Yes
I Yes
No
Exposure Limitations:
5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30 -days after installation.
6. INSTALLATION:
6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation Instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the
requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of
prepared roof covering to be installed.
Exterior Research and Design, U.C. Evaluation Report 140510.02.12.82
Certificate oJAuthorizotion #9503 FUS216-R2
Revision 2:04/27/201S
Page 2 of 3
TRINITY ERD
6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application.
6.4 RhinoRoof U20:
6.4.1 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or
those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum !-inch diameter
plastic or metal cap nails or FBC HVHZ nails & 2-5/8" diameter tin caps (with the rough edge facing up). The use of
staples is prohibited.
6.4.2 Single Laver: Roof Slope > 4:12:
End (vertical) laps shall be minimum 6 -Inches and side (horizontal) laps shall be minimum 4 -Inches. Refer to Interwrap,
Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions.
For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24
hours up to maximum 30 -days, use of every fastening location printed on the surface is required.
When batten systems are to be installed atop the underlayment, the undedayment need only be preliminarily attached
pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs,
remove the cap nail and patch the hole in accordance with Interwrap published instructions.
6.4.3 Double Laver: 2:12 < Roof Slope < 4:12:
End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch.
Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full width
sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum
half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements.
9. QUALM ASSURANCE ENTRY:
Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520.3321
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2
Certificate of Authorization g9S03 FL15216-R2
Revision 2: 04/27/2015
Page 3 of 3
POWER OF ATTORNEY
I hereby name and appoint Joan Mellick
Of Universal Roofing Group. Inc. to be my lawful attorney in fact
To act for me and apply to the
Building Department for a Roof permit for work to
Be performed at a location described as:
Section: ,lEgownship: /� Range: .3/Lot: 5�'14 Block: MOO — D 9-4�0
Subdivision:
n
job)
(Owner of property and address)
And to sign my name and do all things necessary to this appointment.
(Signature of Certified Contractor)
The foregoing instrument was acknowledged before me this
By Ken Mellick '.
Who is personally know to me and who did not take an oath.
State of Florida
County of Orange
My Commission expires:
Commission#:
Thalia Coral Acevedo
NOTARY PUBLIC
STATE OF FLORIDA
tlsw
Comm# FF901799
•wcls Expires 7121/2013
W
Coot
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #: ( — ✓ W
I,
)ToA Kflkk. hereby acknowledge that I personally inspected
Voof deck nailing and/or 0 Secondary water barrier work
atk�u �Au add D �k and have determined that the work
(Job Site Address
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performan,(epf hif or her official duty shall constitute a misdemeanor of the second degree pursuant to
Section 8
Si re of ont for Date
— �p mrflil, - (R1)571106'
Printed Name of Contractor License #
License Type: 0 General 0 Building D Residential Ooofing Contractor
D or any individual certified in accordance with F.S. 468 to make such an inspection.
ST TE O
F FjHCOUNTY OF CJV�'and subscribed befor a this day of , 20 , by
who is Personal y Known to me or has f] Produced (type of
as identification.
(SEAL)
b 'c
o i Thda Carol Acevedo
NOTARY PUBUC
Pr t/7'ype/Stamp Name STATE OF FLORIDA
Corn* FFWIM
of Notary Public *Expires 7/21/2019
Revised: February 2015