706 S Laurel Ave - BR18-004352 - REROOFCITY OF
PERMIT APPLICATIONFORDt; 1 t, BUILDING DIVISIONr
Application No:
Documented Construction Value: $ C__)
I
Job Address:10 (0 - l U R. . Historic District: Yes No
Parcel ID: 2-'S M -'J 6 -5,& ((a -"O0j `- U ( Ja Residential.. Commercial
Type of Work: New Addition`Ekklteration Repair Demo[] Change of Use Move
Description of Work: SIS?" MW- C,ffl-T FC U V_A L-
Plan Review Contact Person: V_- -U UjA-C-\A Title: yw S\ be N't
Phone:';JA-'A'2 `fib' 3 Fax: Email:r.9- 1VE1?()QG1SQEC1AL1STS0 Property
Owner Information ci
M 1N 1 L - CO M Name
YLOP,1KYk QE\( F:1:U? MSN-1 RCM)MT1ONS Phone: LLG
Street:
V 55 13f N NE TT 0 ig . 1- Zlori `32_15 0 City,
State Zip: i_ 0 N f4)N Q 0Q , FL 3 2-I 50 Resident
of property?: Contractor
Information Name
CP'F bj\V _001PM h S eE.CA AUS1 S Phone: `3Z —00 Z' "2_3 Street:
21Gi 0 0 l )bG6 5 AV'E• A 1 i U 1 Fax: City,
State Zip: &U ft MON LV-- S Q V4C16g EL 32--114' State License No.: CGC l 3 Z"l (V O Architect/Engineer
Information Name: Phone:
Street: Fax: _
City, St,
Zip: Bonding Company:
Address: E-
mail:
Mortgage Lender.
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 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.
it !II i al I I I i I
E I.
it II 111 !.'lijil I i '
FBC inscribed with the date of application and the code in effect as of that date: 6"' Edition (2017) Florida Building Code
NM'r IIIII,EII I ', I 11t,dhltion to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public
record l i'$, unity, and, there may be additional permits required from other governmental entities such as water management districts, stateIagehot I ii Ek etral!4genciesl.
Accepianael1 sf ernil is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
T1je,C1t Of rd requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculi
a Irl view charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value willib
i ue ! a$ed on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated ch
r t e 'yrf tl 'e executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. rll
II ,'lit i VIT:
I certify that all of the foregoing information is accurate and that all work will be with
all applicable laws regulating construction and 0
e
LIESSI E 22u Lv A-G-y'\ Print
Contractor/Agent's Name 3/
f y Si
atii YNolar State o orida Date`V re of Notary -State of CIELC)
SALAZAR S R ueG; NATHALIEJARAMtLLO VPI'
r' State of Florida -Notary Public Notary Public State of Florida Commission # FF 245684 A' Commission # GG 215712 l,
L i I .", oF110 My Commission Expires l oFc.°~' My Comm. Expires May 8,2022 Owx
I t lis ersonally now ct die —October 23, 20S 9 ont'actor/Agent is P PS 1')r ulhtbNoItNNotli yeA an. ProdulGe
I
T"
Type of ID Pro ced ID Type of ID BELOW
IS FOR OFFICE USE ONLY IIE!
I .'I I I''
i! i.;r , I. .I Periced: Building y; q u Electrical Mechanical Plumbing Gas Roof I
Conype:
Occupancy Use: Flood Zone: I ii
I ,
I E,I I • I Ttta a' o f >i31dg: Min. Occupancy Load: # of Stories: New, 1
gtion: Electric - # of Amps Plumbing - # of Fixtures I i
I I 41,I, ! , Freprinl ler
Permit: Yes No # of Heads Fire Alarm Permit: Yes No a'i
al ' "i I• APPI S
ZONING: UTILITIES: WASTE WATER: I'II!I iilllt+ 1 jl
ENGINEERING: FIRE: BUILDING: Ijii.I) !'
I II COIvtEN! I
I
r 1
lil
l
Grant
Inst #2018,1y12640
Malo Clerk Of The Circuit Court & Comptroller Seminole County, FL
Liook:9222 Page:438; (1 PAGES) RCU: 10/2/2018 4:04:41 PM
REC FEE 10 00 If;
C€RTIrJrrIRCUI3.
q1' I4-'I `f ,li ' 11 I ` f
BY NOTICE
OF COMMENCEMENT I
I ST
Ntb. Ii:
tf Fi st I
i L} CO
lorida
errtin
ale I • I
Tli
hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, th' on is provided in this Notice of Commencement. 11
I F I 26 19 30 6A( 0908 0.030troperty; (legal description of property, and street address if available) yl1
Avd. Sanford, FL 32771 C Of 3 F3i v q TQ sn
ion of improvement: Re -Roof TO W/V OF Sft a ICb P 6 j lion:
I Pei (c 2 61IMddressFloridaDevelopment &Acquisitions LLC 1881 Win9fleldOrLongwood 32779 I
qc
u
ber, 1 _3212296444 pddress
of fee simple titleholder (if otherthan owner): a
address: C'eq-t"'1 C Od I(l S CUA Ibfi 2 `f L70U !ct$ e,- 1111-M 'IOf1 S i ber: %
3Zl — 'l ? Z' f5 72 1 3L-1 14 i.
1 I
i
I!• i
c ddress
IVIA- bond
Si c. Phone number: address:
bey:
713 301 2742 IState
of Florida designated by Owner upon whom notices or -other documents maybe served as provided by Section 713.13(I)(a)7, address;
Owner
designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(I)(b), of
commencement (the expiration date is one (1) year from the date of recordingunless a different date is specified) rVNER:;
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT IMPROPER
PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT iTWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCE T. MUST CORDED AND JOB
SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND OBT NCIN SULT WITH YOUR ORNEY
BEFORE COMMENCING WORK OR RECORDIN R N CO EMENT. j'
re of or O is Authorized Officer/Director/Pa anger e/
Off Signato 'sTitle_(-F-- Irl /_ r ling ins4ument
was acknowledged before me this - J day ofn 016O by name of
person) as I (._2 r.t` /`1_0 L&j (type of authority, ...e.g. I le
in
fact) for 12ir r`n •r•71 inf party on I Thom instrurt rtt was executed). II' II
I. I f,I
s I:
an I
Signature
of Notary Public - atd of FlLndPrint, type,
or stamp co stoned name of Personally Known (
OR Type of
identification produced Verification pursuant
to Section 92.525, Florida Statutes I declare
that I have read the foreaoina and thathbe-facts stated in it aZMeao YAMILA ORSINI-
1 Notary Public -
State of4iVRP"r r= Commission #
FF 2081A7 My Comm.
Expires Mar 10. 2019 above lotary
Public
Produced Identification
best of
my knowledgeand belief. t
DIVISION OF CORPORATIONS
J-Aj E
Detail by Entity Name
Florida Limited Liability Company
FLORIDA DEVELOPMENT & ACQUISITIONS, LLC
Filing Information
Document Number L10000082161
FEI/EIN Number 27-3183149
Date Filed 08/05/2010
Effective Date 08/05/2010
State FL
Status ACTIVE
Last Event LC DISSOCIATION MEM
Event Date Filed 10/27/2014
Event Effective Date NONE
Principal Address
1355 Bennett Drive
269
Longwood, FL 32750
Changed: 04/21/2016
Mailina Address
4300 W Lake Mary Blvd
1010-302
Lake Mary, FL 34746
Changed: 04/21/2016
Registered Aaent Name & Address
REALE, MAURICIO C
1881 Wingfield Drive
Longwood, FL 32779
Name Changed: 04/27/2012
Address Changed: 04/21/2016
Authorized Person(j)JD"
Name & Address
N
Title MGR
REALE, MAURICIO C
1881 Wingfield Drive
Longwood, FL 32779
Title S
MAURICIO, REALE C
1881 Wingfield Drive
Longwood, FL 32779
Title VP, Managing Member
Brackman, Lionel C
1053 Lotus Cove Court
735
Altamonte Springs, FL 32714
Annual Rep=
Report Year Filed Date
2016 04/21 /2016
2017 04/26/2017
2018 04/30/2018
Document Images
04/30/2018 -- ANNUAL REPORT View image in PDF format
04/26/2017 -- ANNUAL REPORT View image in PDF format
04/21/2016 -- ANNUAL REPORT View image in PDF format
02/23/2015 -- ANNUAL REPORT View image in PDF format
10/27/2014 -- CORLCDSMEM View image in PDF format
04/28/2014 -- ANNUAL REPORT View image in PDF format
01/30/2013 -- ANNUAL REPORT View image in PDF format
06104/2012 -- LC Amendment View image in PDF format
04/27/2012 -- ANNUAL REPORT View image in PDF format
03/14/2011 --ANNUAL REPORT View image in PDF format
08/05/2010 -- Florida Limited Liability. View image in PDF format
Fi'x as :f _`.ie .. s L' tf Qrs
CCC1327601
279 Douglas Ave. Suite 1101 Altamonte Springs, Fl 32714
Cell407-252-9641 Email: Fax: 321-445-4176
creativeroo- ingspecialists@gm ail. com
10/1/18
Proposal
to Be Done At Your Premises:
ull permit with City of Sanford
Jrder dumpster
Zemo4existing shingles and underlying materials, including nails, down to the deck.
Hail all decking with 8D spiral ring shank nails, installed according to the code.
i
n$tall Synthetic underlayment.
Removeland install all new boots
Remove'.and install all new goose necks
Remove'!and install all new ridge vents
Removeexisting drip edge and install all new galvanized, factory painted drip edge 2 %2" (color
Determined by customer), nailed according to code.
pstall 30 year (limited manufacturers guarantee) Type of shingle: Architectural, color
determined by customer. s
j
t
Pa
Clean work cites thoroughly and sweep magnetically for loose nails.
All debris as a result of construction will be removed by Creative Roofing Specialists.
Please Read and Initial below.
Will replace rotted/damaged decking up to two sheets at No Charge. Any adds, @ 5
be replaced at $50.00 per sheet or fascia boards at $3.00 per lineal foot.
II. ,Itlu,lkS,F, , lil{iil i' I,,, An additional damage underneath the plywood will result in additionalYgpy charge
i i II'l I
AGrand Total............................................................................................. $ 5701d'` Ihi'
UrDownPayment........................................................................................:$ 2 2$0 0
Balance after job completed.................................................................... 3',4 2
I IIIM!
42 1 II i jI
i
Proposal VALID 30 DAYS FROM PROPOSAL DATE.
ili11'11!iII
III
PAYMENTS TO BE MADE AS FOLLOWS:
I I Jil,
40% required upfront for down payment prior to start of constructl(rV
Additional amount due will be collected upon completion of job
I IIII'lJ;p
I I I,i I IIfpayingwithcreditcard, a 2.5% transaction fee is added to the ta tAl! b ,1,, rl
time of payment.
Acceptance of the Proposal- The above prices, specifications and conditions;
satisfactory and are hereby accepted. You are authorized to do the work !asjl
specified. Payment will be made as shown above.
Contractor Signature
11 lj jll ill I ! kl
I i li I
I'
Customer Signa
i I II
I illtl'I I' ;I
I
License CCC1327601 !p 9 If
CITY OF
S,;NFORD PERMIT #
FIRE DEPARTMENT Building & Fire Prevention Division
RESIDENTIAL RE -ROOF SCOPE OF WORK
JOB ADDRESS: ) 0 W S • La U (
STRUCTURE TYPE: SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM
RE -ROOF TYPE; REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS)
O E-COVER (NEW ROOF IN/ST/ALLED OVER EXISTING ROOF)
DECK TYPE (PLEASE SPECIFY): L \lfWOO On PLEASE
NOTE: ONLY 100 SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BE REPLACED ROOF
VENTILATION: OOFF-RIDGE XRIDGE OSOFFIT OPOWERED VENT OTURBINES SKYLIGHTS:
OYES KNO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN
ROOF AREA ROOF
SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 4:12 OR GREATER TYPE
OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL SHINGLE
2 a nor -e e d FL#rj OMETAL
FL# 0MODIFIED
BITUMEN FL# OTORCH
DOWN FL# OINSULATED
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# OMETAL
FL# O
MODIFIED BITUMEN FL# O
TORCHDO WNFL# OINSULATED
FL# U
T ILEO
OTHER: FL#
CITY OF
Building & Fire Prevention DivisionS,NFOFM RESIDENTIAL REROOFPOLICY & PROCED URES
FIRE DEPARTMENT
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 FBC CODE COMPLIANCE BY PERSONAL INSPECTION.
CONTRACTOR (OR OWNER/BUILDER) SIGNATURE: ' °'(_ DATE: 10le
ENGINEER EVALUATE TEST
EVALUATION REPORT
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
610) 651-5847
MEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
203) 262-9245
CONSULT CERTIFY
Evaluation Report 3532.09.05-1114
FL5444-R13
Date of Issuance: 09/22/2005
Revision 14: 01/24/2018
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 61h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roof Shingles.
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1
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. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOJetc. 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 "NEMOletc. 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 13.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 01/24/2018. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEW Ietc. 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. NEMO I etc. 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 NEMOletc. 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.
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have
demonstrated compliance with the following sections of the eh Edition (2017) Florida Building Code and 6th Edition
2017) 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
1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016
1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011
REFERENCES:
Ent—ty Examination Reference Date
UL (TST 1740) ASTM D3161 94NK9632 05/15/1998
UL (TST 1740) ASTM D3161 99NK26506 11/23/1999
UL(TST 1740) ASTM D3161 03CA12702 05/27/2003
UL (TST 1740) ASTM D3161 03CA12702 06/16/2003
UL (TST 1740) ASTM D3161 03NK29847 10/03/2003
UL (TST 1740) ASTM D3161 04CA11329 05/24/2004
UL (TST 1740) ASTM D3161 04CA32986 12/03/2004
UL (TST 1740) ASTM D3161 05NK07049 04/15/2005
UL (TST 1740) ASTM D3161 05NK16778 05/12/2005
UL (TST 1740) ASTM D3161 05CA16778 05/12/2005
UL (TST 1740) ASTM D3161 05NK14836 05/22/2005
UL (TST 1740) ASTM D3161 05NK22800 06/22/2005
UL (TST 1740) ASTM D3462 R684 09/21/2005
UL(TST 1740) ASTM D7158 05NK08037 06/28/2006
UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009
UL (TST 1740) ASTM D3462 10CA41303 10/07/2010
UL (TST 1740) ASTM D3161 10CA41303 10/08/2010
UL (TST 1740) ASTM D7158 10CA41303 10/27/2010
UL (TST 1740) ASTM D3161 & D3462 10CA44960 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
ULLLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (
TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC (TST
9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST
9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628)
ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628)
ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM
D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158
4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357
11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158
4787586427 01/25/2017 ULLLC (TST 9628) ASTM D3161 & D3462 4788042412 11/
15/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp.
03/09/2020 NEMO ETC, LLC Evaluatlon Report 9582,09.05-1114
Certlicato of Authorizatlon #2205 6'" EDITION (2017) FBC NON-
HVHZ EVALUATION FL5444.1113 CertalnTeed Asphalt Roof Shingles; (610) G51-5847 Revislon 14:
01/24/2018 Gage 2 of 19
fl
NEMO I etc.
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 CT20'm, XTT" 25, XTT" 30 and XTT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles.
4.1.2 Arcadia"", Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark"",
Landmark" IR, Landmark"I Pro, Landmark"" Premium, Landmark" TL, LandmarkT" Solaris and
Landmark""' Solaris IR are fiberglass reinforced, laminated asphalt roof shingles.
4.1.3 NorthGate"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.1.4 Presidential Shake TM, Presidential Shaker" IR, Presidential Shake TLT" and Presidential Solaris'" are
fiberglass reinforced, architectural asphalt roof shingles.
4.1.5 HatterasT", Highland SlateT" and Highland SlateT" IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.1.6 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.
4.2 Hip & Ridge Shingles:
4.2.1 Presidential Accessory, Accessory for Hatteras, Shangle Ridge TM, Shadow Ridge TM, Cedar CreStTM, Cedar
CreStTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.3 Accessory Starter Strips:
4.3.1 SwiftStart® Starter Shingle is a starter strip for asphalt roof shingles. Its overall size of 15-1/4" x 38-3/4"
yields two (2) 7-5/8" x 38-3/4" starter pieces per shingle.
4.4 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOletc. 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 within FBC HVHZ jurisdictions.
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 Vasd = 150 mph (V,,it = 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, Cedar Crest, NorthGate
Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM
D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1
adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's
application instructions, for use in wind zones up to Vasd = 150 mph (V,it = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 SwiftStart® Starter Shingle has been evaluated in accordance with ASTM D3161, Class F. Refer to Section 6
for installation requirements to meet this wind rating.
5.4.4 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.
NEMO ETC, LLC Evaluation Report 3532.09.05•R14
Certrflcato of Authorizatlon #324SS 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1,5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-SS47 Revision 14: 01/24/2018
Page 3 of 13
ONEMO I etc.
5.4.4.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential Solaris'') exceeds the calculated
uplift force (FT) at a maximum design wind speed of V85d = 150 mph (VuIt = 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 FAC Rule 611320-3.
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 611320-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation 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 R905.2.5. 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 1511 or R908 and CertainTeed published installation instructions.
Fastening: Use four nails, located as shown below
1
Max 3"
76 mm)
t
38-3/4" (984 mm)
I1" (25 mm) from edge 1" (25 mm) from edge I
The inner two fasteners must be placed such that they fall at least 3" (76 mm) from
the end joints of the shingle in the succeeding course.
t
7-5/8'
194Imm)
P
NEMO ETC, LLC Evaluation Report 3532.09.05-R14
Certificate ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION F1.54441113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 4of 13
6.5.1
6.5.1.1
LOW AND STANDARD SLOPE
EHGLISH 121, 12" 121,
305 mm) 305 mm) (305 mm)
r (25 mm) Sealantlant 1"(25 mm} «
1
5 5/8" (145 mm)
5 rip-°F
omoodd
T
METRIC 131/8" -"— 131/8" 131/8"
1"(25mm) Sealant 1°'(25r1ait)
Figure 11-3: Usefoxy nailsfor etrqfdl shingle.
1i
NEMO I etc.
STEEP SLOPE
Use four nags and six spots of asphalt roofing cement* for every full
shingle (Figure 11-4). Asphalt, roofing cement meeting ASTM D4586
Type fl is suggested.
IL Roofing Cement
Apply 1"(25'mm) spots of asphalt roofing cement
under each tab corner.
Figure 11-4: Usefour nails andsir spot_c ofaspbalt unrest on steep slopes.
CAUTION.- Excessive use of roofing cement can cause shingles
to blister,
Hip & Ridge for CT20'", XT'" 25, XT'" 30, XTI 30 IR: Cut Shingles
251mm} 2" (50 mm) ,-Remove
r t f t
F(,,ap,
N12"
Cap Cap 305 mm)
nglShingle Shingle 1 Figure
11-24: Cut tabs, then trhn back to make cap shingles English
dauensions sbbum). 125
5-
m1
m65
Shawn Figure
11.25. IrutaUa libn of capsalong Me! i ipsand ridges. For
ASTNI D3161, Class F performance use BASF "Sonolastic® NP1T" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements. V-
366ARCADIA1..
AND STANDARD SLOPE Use.
SLY nails for every full shingle located as shown below, Nail
Line Nail
Nail
Line NEMO
ETC, LLC Certificate
of Authorization #32455 1' (
25 (=) 1" (25 M) -+ Figure
2: Use six nails for eeer)+fall sbitgle. Use
SLY nails and FOUR spotLs of asphalt roofing cement for even° full shingle
as shown helow Apple "tspllalt roofing cement 1"(25 nun) from
edge of shingle. Asphalt roofing cement in(Tting itg',Nl D 4586 Tvix
11 is su.iZgested. 1' (
25 mm) 1' (25 mm) Figure
3: Use six nails and f 1111-ts of asphrdl rnofiira
cement au steep slope.. 6'"
EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Evaluation
Report 3532.09.05-R14 FL5444,
R13 Revision
14: 01/24/2018 Page
5 of 13
ONEMO I etc.
6.6.1 Hip & Ridge for Arcadia TM: Cedar Crest'", Cedar CrestT"" IR
Use two (2), minimum 1%-inch long 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, ensuring minimum
inch embedment into the deck, or full penetration through the deck. 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.
For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T""' adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal
Cedar Crest 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 % 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.
5i8' 06 mm)
amm)
ems-1Z19m
25
Low and Standard Slope
2:12 to 21:12):
Use FIVE nails for every full Belmont shingle,
located as shown below.
10
o Add; imd a is 4 .xquozd.
Hand -sealing adhesive
4"
114" —
3/4" --+. I.r—
1"
Dab of asphalt
cement behveen
shingle layers 1 n
Steep Slope (greater than 21:12):
Use SEVEN nails and EIGHT spots of
asphalt roofing cement— for every full
Belmont shingle. Apply asphalt roofing
cement 1" (25mm) from edge of shingle.
See below. Asphalt roofing cement meeting
ASTM D4586 Type II is suggested.
T
f75 cars 4 F„otd ng GsTmt
NEMO ETC, LLC Evaluation Report 3532.09.05•1134
Certificate ofAuthorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 6 of 13
N E MO I etc.
6.7.1 Hip & Ridge for Belmont® or Belmont® IR:
6.7.1.1 Option 1: For Belmont®, refer to instructions herein for Cedar Crest' or Cedar Crest" IR hip and ridge
shingles. For Belmont® IR, refer to instructions herein for Cedar Crest' IR hip and ridge shingles.
6.7.1.2 Option 2: For Belmont®: ShangleO Ridge
Figure 17-18: Sbangleo Ridge.
18' Exposure Remove tape
from the right side
8' and fasten
r SECOND
Fasten the ,Z
left side 85/8 RIGHT
FIRST l LEFT
Figure 17-19: Installation. ofShangleO Ridge shingles
on hips and ridges.
6.7.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1"' adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
Low AND
STANDARD SLOPE
use five trails for every full Spangle.
1--(25 mm) (25 mm}
85/8"
16 mm) (220 mm)
Figure 17-f Use fire nails fir every, dl Grand.d(anor5bangks.
Camiage /louse Sbangle, or Cenlennial Slate_
STEEP SLOPE
Use seven nails and three spas of asphalt roofing cement for every
fill Grand Manor Spangle. Use five nails and three spots of asphalt
roofing cement'far every full Carnage House Spangle and Centennial
Slate. Apply asphalt roofing cement 1' (15 nnn) from edgpe of shingle
Figure f7-5). Asphalt roofingcemem meeting MENI [),1586 i pe 11
is suggesled.
I-
I+(25 m
t6mmj+t •
t T
25 mm) I
t MF
38 mm)
of less +t•,
25mm)
8518"
220 mn
Figure 17-.5: 117ben installing G}and Alanor Shangles on sleep slopes,
useseven nails and lbree slrrl r ofaxpbau rogling re?nenL
6.8.1 Hip & Ridge for Carriage House Shangle® and Grand Manor Shanele: Refer to instructions herein for
Shangle® Ridge hip and ridge shingles
NEMO ETC, LLC Evaluation Report3532.09.05-1114
Certificate of Authorkation #32455 6EDITION (2017) FBC NON-HVHZ EVALUATIONFL5444-R13 CertainTeed
Asphalt Roof shingles, (610) 651-5847 Revision 14: 01/24/2018 Page
7 of 13
LOW AND STANDARD SLOPE
METRIC DIMENSIONS
12" 143/4" 12"
1--(305 mm)----(375 mm)——(305 mm)-j
1Iz
I -i (25mm) Release Tape 1' (25mm)—I "-
i
Nailable
Area
LADE
NAILNG 12'
aREA - (305mm)
ONEMO I etc.
LANDMARK TL
13r/2" 13" 131/2"
1--(343 mm)— —(330 mm)- --(343 mm)-•j
i" (25 mm) 1" (25 mm)-•I
Figure 1,3-4: L'sefora urtils for eMi fill sbirrgle
NorthGate:
14Y4' i2'
1375 mmi — (.305 mm}
Llppwnallno 1' (25 mm)-
ower nail ire
Nagng areas for low and standard silopos (f:om 2:12 to 21:12)
Nai betaceo upper d lorres h-les as r:hoirn above.
STEEP SLOPE
Use six nails and four spots of ;tsphalt roofing cement for every [till LANDMARK TL
laminated shingle. See below. Asph:di roofing cement should meet
AST11 D4580 type IL ,Apply 1" spots of asphalt roofing cement unde 1 1
each corner and m about 12" to 13" in front each edge. 13 !e 13' 13 /2'm) r (343 mm) (330 mm) (343 mm)
METRI( DIMENSIONS
12143/4 ' 12"— 305
mm)(375 mm) 1 (305 mm) 1"(
25mm) } 1"(25mm) -' i
Release Tape Nail
Area For
Steep 25
mm) $ - - - - (25 mm; j
Roofino Cement Roofing
Cement Figure
1.3-5: Use six nails andfour spotsof asphalt roofing
cement on steep slopes NEMO ETC,
LLC Evaluation Report 3532.09,05-R34 Certificate of
Authorization N324556EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertafnTeed Asphalt Roof
Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page 8 of
13
STEEP
SLOPE
NAILING
AREA I
Z
NorthGate:
12" 14-3W 12"
305 mm)— 4-- (375 mrn - — 1 —(305 rr
Nailin limits
1'(25 MM) betweeWj?wer 1'(25 mmn. noe
s
Nailing areas for steep slopes (greater than 21 :12)
and "Storm -Nailing"
Nail between lower 2 nail lines as shown above.
IRNEMOjetc.
6.9.1 Hip & Ridge for Landmark'". Landmark' IR, LandmarkTM' Pro, Landmark' Premium, Landmark'" TL,
Landmark'" Solaris Landmark" Solaris IR NorthGate:
6.9.1.1 Option 1: Shadow Ridge'" or NothGate Accessory
12"
305mm)
6" 6'
150mm) (150mm)
t
Notch for
Centering
12" R
305mm) Notches for Alignment to
the Top Edge ofthe Previous 1Capfor5'(125mm)Exposure
English Dimension
Shadow Ridge'"
9 27M.*
250 4x,m)
4 1Y16'1125 m\t)
13 IM,
337 mm)
NorthGate Ridge
97/8'
415/16"
250mm)
415/16
125mm) (125mm)
Notch for
Centering
131/4" \ /
337mm) Notches for Alignment to
the Top Edge of the PreviousL1\
Capfor55/8"(141mm) Exposure
Metric Dimension
Shadow Ridge'"
7518"
196mm)
13 1/8"
r—(333 mm)—
6 518"-I.4 6 5/8"-
168 mm) (168 mm
I Centering
131/4' Notch
337 mm)
Align these
notches to top 7 5/
medgeof (tliI m)
previous course. J T
NorthGate Accessory
NEMO ETC, LLC Evaluation Report 3532.09.05•1114
Certificate ofAuthorization #32455 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles; (610) 651-5947 Revision 14: 01/24/2018
Page 9 of 13
12,
305mm) laying Notch
Figure 13-2P. Use krying notches to center shingles on hips and
ridges, and to locate thecorrect exposure.
6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic" NPY"" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles.
LOW AND STANDARD SLOPE: STEEP SLOPE:
For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and
shingle as shown below. apply 1" diameter spots of asphalt roofing cement under each shingle tab.
After applying 5 nails in between the nailing guide lines, apply 4 nails t"
Nailing 40" above tab cutouts making certain tabs of overlying shingle cover nails.
Guide Lines (1016 mm)
51 /4'
133 mm)
14114"
1 1/2' 38 mm) (362 mm)
NOTE: Apply nails on painted guideline.
Figure 16-6. Fastening Presidential and Presdentwl TL Shade
shingles on tow andstandardslopes
1„vv- T
1' diameter asphalt roofing cement
Figure 16-7. Fastening Prestdential and Presidential T/L Shake
shingles on steep slopes..
6.10.1 Hip & Ridge for Presidential Shaker", Presidential Shake'" IR, Presidential Shake TL", Presidential
SolarisT"•
6.10.1.1 Option 1: Presidential Accessory
PRESIDENTIAL ACCESSORY
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 must be 13/4" long or longer, so they penetrate
either 3/4" into the deck or completely through the deck. Presidential
accessory comes in hvo different sizes: Accessory produced in
Birmingham, AL is 12" x 12"; Portland, OR produces 97/8' x 131/4"
accessory.
6,10.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic" NP1'"" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements.
NEMO ETC, LLC Evaluation Report 3532.09.05-1114
Certificate of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1113
CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018
Page 10 of 13
ONEMOjetc.
6.10.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles.
LOW, STANDARD AND STEEP SLOPE:
B,.
nm)
Figure Ij-3 Fii felliuy llallerasSbiur,+les ou
Loin and Slandard.Slolvs
For low and sl:mda -d slopes, use fwe mils for each hill
Ihuleras shin;k as shown above.
6.11.1 Hip & Ridae for Hatteras'":
6.11.1.1 Option 1: Accessory for Hatteras
Figure 15-14: 18 three-piece units separate to make
54 Hatteras Accessory sbingla
6.11.1.2 Option 2: Cut Hatteras Shingles
I.. 1"
1=(25 mm) _ _ _ _ 25mm) _-1 -
Fieurr 15-P iaalen q Nnnrras.Sbingics wr Sfe pSlo(rs
For steep slopes, usr fire naik and rhghl spots of asphalt roofing
cemr111 for etch full Iltntenis shingle is shad :tlxnc. Apply I'
2wni) dimikoer Spots of rooftngcemem (A3TSt a 45s6'1)yx 11
so-,gesuxq umhmr tarp nab comer. Press shingle into phaee; do not
pose cemeol.
ciit r10N: Too notch roofing centrut nm cause shingles m blisler.
Fasten both sides
V
230 mmj I
I I
Ze g a _ 18" (460 m M\
203 in IlkI, rnrn
460mm).`
l
Cap Cap Cap Cap 93` Shingle Shingle Shingle Shingle \
2AOn RI
Figure 15-20: Cat Hatteras shingles to make cover cap. Figure 15-21: Installation of caps along hips and ridges.
6.11.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic® NPi" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
NEMO ETC, LLC Evaluation Report 3532.09.05•R14
Certificate of Authorization #32455 6' EDITION (2017) FEIC NON-HVHZ EVALUATION FL5444-R13
CertainTeed Asphalt Roof Shingles; (610) 6SI-5947 Revision 14: 01/24/2018
Page 11 of 13
ONEMO
612 HIGH- _ - LAND SLATEi", HIGHLAND'!S[ATE '" IR
LOW 1 STANDARD O'
6.12.1
6.13.1
7. LABELING:
Use FIVE nails and MGM spots of asphalt roofing cement' for each
om 9 rao ml z o^^ry on^> full Highland Slate shingle. For Miaml-Dade, SIX nails are required.
Apply 1' diameter spots of asphalt roofing cement tinder each tab
15tmn) corner. Asphalt roofing cement meeting ASTAf D4586 Type 11 is suggested.
118• 40 m,q
Miami -Dade rewires
SIX nmis (hvo nails • (45 mm)
installed over ce118(
aAo:A m shown). M miD—q—
sD(mls(womb
inslale0 over abler
adON as MD=
Figure 11-3: Use FIVE nails far every )gbland .Clate shingle.
Figure I -3.a UseAVEnadsand eight spots ofnapball
roofng cement undr,r eacb tab corner.
CAUTION: Excessive use of roofing cement can cause shingles
to blister.
Hip & Ridge for Highland Slate'", Highland Slate'" IR: Refer to instructions herein for Cedar Crest'", Cedar
Crest" IR or Shangle Ridge'" hip and ridge shingles.
LOW AND STANDARD SLOPE
Gse FOUR nails for ever}, full Shingle kwated as shown below.
Sealant
1II125mm}
I
i' (n r.way—: r
155 MM)
33rat1 (313-ar.1 i>3aral
STEEP SLOPE
Ise FOGR nails and four slots of asph:dl r(wfing cetncni for every full
shingle as shown heloay. Aspl dl r(K)fing cement nuxiim; ASI'M 1)45S6
vpc II is suggested. Apply 1'(25 nun) spots of asph:dl r(loling
ccmad as shoran.
011170N: Excessivee use of roofing cement can cause shingics to blister.
i155m+1 1 •_ _
t Booting cement ,
Hip & Ridge for Patriot": Refer to instructions herein for Cedar Crest", Cedar CreStTM IR, Shadow Ridge'"
NorthGate 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.
NEMO ETC, LLC Evaluation Report 3532.09.05-R14
Certificate of authorization #92455 6m EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13
CertalnTeed Asphalt Roof Shingles; (610) 6SI-SB47 Revislon 14: 01/24/2018
Page 12 of 13
L
ONEMOjetc.
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 CIA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC — QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report 3532.09.05-R14
Certificate ofAuthortzation g32455 6EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R13 CertainTeed
Asphalt Roof Shingles; (610) 651-5847 Revision 14: 01/24/2018 Page
13 of 13
N1. - -.i-
fJofmw. CFA Property Record Card
P *i4,1
Parcel: 25-19-30-5AG-0908-00303d01%
A Property Address: 706 LAUREL AVE SANFORD, Fl. 32771
Parcel Information
Parcel 25-19-30-5AG-0908-0030
Owner(s)
Property Address
FLORIDA DEVELOPMENT & ACQUISITIONS LLC
706 LAUREL AVE SANFORD, FL 32771
Mailing 1355 BENNETT DR #269 32750
Subdivision Name SANFORD TOWN OF
Tax District S4-SANFORD- 17-92 REDVDST
DOR Use Code 0102-SINGLE FAMILY- SANFORD HISTORICAL DISTRICT
Exemptions
Ac. "t
N
11
Value Summary
2019 Working 2018 Certified
Values Values
Valuation Method CosttMarket Cost/Market
Number of Buildings 1
Depreciated Bldg Value 51,910 50,289
Depreciated EXFT Value
Land Value (Market) 17,640 17,640
Land Value Ag
Just/Market Value 67,929
Portability Adj
Save Our Homes Adj 0 5,687
Amendment I Adj 0
P&G Adj 0
Assessed Value 69,550 62,242
Tax Amount without SOH: $582.43
2018 Tax Bill Amount $546.53
Tax Estimator
Save Our Homes Savings: $35.90
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
v
Assessment Value Exempt Values 1 Taxable Value
County General Fund 69,550 0 69,550
Schools 69,550 0 69,550
City Sanford 69,550 0 69,550
SJWM(Saint Johns Water Management) 69,550 0 69,550
County Bonds 69,550 0, 69,550
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 8/112018 09207 1952 125,000 Yes AImproved
WARRANTY DEED 61112017 08931 0403 22,000 No I m rovedP
CORRECTIVE DEED 3/1/2011 07548 1662 100 4 No Improved
SPECIAL WARRANTY DEED 2/1/2011 07531 0888 18,000 No Improved
CERTIFICATE OF TITLE 14/1/2010 07367 0355 100 No Improved
WARRANTY DEED 9/1/2005 05933 1732 125,000 Yes Improved
WARRANTY DEED 8/1/2004 05439 QM 80,000 Yes Improved
QUITCLAIM DEED 1011/2000 103942 1941 100 No Improved
WARRANTY DEED 101111901 24 000 Yes Improved
WARRANTY DEED 11111974 1,000 No Improved
Method Frontage Depth i Units Units Price Land Value
FRONT FOOT & DEPTH 49.00 117.00 1 0 $360.00 $17 6JO
7
Description Fixtures Bed Bath 1 Base A7 LTotal SF Living SF Ext Wall Adj Value i Rep] Value Appendages
FAMILY GRADE3
Description Area
ENCLOSED
PORCH 144.00,1
FINISHED
OPEN
UNFINISHED
Permit # Description Agency Amount CO Date Permit Date
No Permits
P.rrrit data doei, not originate from the Seminole Cwnty Property Appraiser's office. For detads or qwstions concerning a permit, pleaver contact the timicling department ofthe tair depict inwhich the property is located.
Extra Features
Description i Year Built Units Value New Cost
No Extra Features
r y
T1u City of Sanford
Building and Fire Prevention
RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT
NAILING, SHEATHING, DRY-INq FLASHING9 AND ALL FINAL ROOF COVERINGS
PERMIT #: r c6- 1 3 5 2- ADDRESS: a o S. L 1\ f e d
I ,) -) `r_ ? ) _U %\ , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR
ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE
FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE
ABOVE REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS AND ALL APPLICABLE CODE
REQUIREMENTS — SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL
REQUIREMENTS FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT
MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844).
LICENSE #: C t, S 2-1 0 O 1 _
COMPANY/CONTRACTOR:
CONTRACTOR SIGNATURE:
MUST BE SIGNED BY LICE
ce-E Ivy x I 'FC.t usjs
DATE: 101 I 8
NSE H LDER 51717 DE
A FINAL OOF INSPECTION IS REQUIRED:
THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION,
ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING IN DETAIL ALL COMPONENTS (DECKING,
UNDERLAYMENT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK
FOR EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND
OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE
PAPERWORK FOR FURTHER EXPLANATION OF ALL REQUIREMENTS.
FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE -INSPECTION FEE AS
WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL
INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS.
STATE OF FLORIDA COUNTY OF CJ 2 m Vi o12.
Sworn to and Subscribed before me this Z) _ day of ® r 20 E& by:
ye-S 1 tte Z Who is)ZPersonally Known to me or has Produced (type of
identification) _ as identification.
nature o N r Publicy ; teY POB •. NATHALIE JARAMILLO
fate of Florid ?° • Notary Public'State of°'Florida
o: Commission ff GG 4 , j , u1111T'?oF My Comm. Expires may 8, 2022
Print/Type/Stamp Name Bonded through National Notary Assn.
of Notary Public