HomeMy WebLinkAbout2900 S Park AveJob Address: x!'00 J(• PAs2l &a Historic District: Yes No
Parcel ID: b /, 20. 3 0 • SI 0 dob • V /3 a Residential B Commercial
Type of Work: New B Addition Alteration Repair Demo Change of Use Move
Description of Work: /Q EX00 Fi Ayb Ufi C=,O
Plan Review Contact Person: A_(Q%.4_A u C o cJL Title:
Phone: Yb I. 3 d), ' 9SS Fax: Email: G d t.Jelcrov%n g 3 'ee
Property Owner Information
Name #A-1/ELV J , 6OJi6E Phone: t/0 '7. .41, - '?-6_Ee
Street: aZ `700 S. 1 4nie- Resident of property?
City, State Zip: (t /L—DYZ.0. Pt- 3a-771
Contractor Information
Name %-lam at- RvD-e-1,1" 6
Street: 500 .I . -2Eh cG 4
City, State Zip: f—(- 3,,07 /
Phone: (/y7'
Fax: V67•
State License No.:
Architect/Engineer Information
Name: ni Phone:
Street:
City, St, Zip:
Bonding Company: /V A --
Address:
AN
Fax:
E-mail:
Mortgage Lender: /V^
Address:
C CC 0 22-"M )
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: 5' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application J93,05
NOI-ICE: In addition to the requirements of this permit. there ma% be additional restrictions applicable to this property that ma% he
litund in the public records of this countN- and there ma. be additional permits required from other goiemmental entities such as eater
management districts, state agencies. or federal agencies.
Acceptance of permit is verification that 1 %kill notify the o%%ner of the propert% of the requirements of Florida Lien Laa, FS 713.
Thr City of Santbrd requires pa% ment of a plan re, icy. fee at the time of permit submittal. A cop) of the executed contract is required
in order to calculate a plan rcN ie%- charge and .% ill be considered the estimated construction %alue of the job at the time of submittal. The actual construction value %%ill he figured based on the current ICC Valuation Table in effect at the time the permit is issued. in
accordance kith local ordinance. Should calculated charges figured off the executed contract exceed the actual construction %alue.
credit kill be applied to %our permit fees %%hen 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 c mpliance with all applicable laws regulating construction and z ning.
Signature of oancrtAgem Uatr Signature of Co actor Ag ant Data
I/Ai
A -J 0 Y'c*,J CJ
T-0 G. (; ";- S7T.G lG/L r —t
s Name
DONALDWAJRASHteofFloridaill"ADCOCK 4"r r"E011NOWyPSC • ;
cro *` ; Notary Public -Sta
gatpp tslon i 88 013492
my
FF 221706
P My Comm. Expires Apr 16, 2019Mycow. bom Jul 29, 2020
hsnttttttttt2 Contra or Fe+Mt•is Bond$g & i4Q4bNV hMs or
Prod Produc o
BELOW IS FOR OFFICE USE ONLY
Buildin Electrical Mechanical Plumbing Gas[] Roof[.
Permits Required. €
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps.
Fire Sprinkler Permit: Ycs No # of Heads _
JO(
APPROVALS: ZONING: Ste" UTILITIFS:
ENGINEERING:
COMMENTS:
Revised June 34.). 21115
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: V ILLI(
Permit Applicaion
THIS INSTRUMENT PREPARED BY:
Name: ADCOCK ROOFING
Address: 800 S. FRENCH AVE.
SANFORD, FL 32771
NOTICE OF COMMENCEMENT
Permit Number.
Parcel ID Number. 01-20-30-518-0000-0130
E11 1Ih l II911 ilEQl11191 Silll PIII I99
Hi*)RYAi%11%11*--' I'IOFtSEs SEa'I:'.HOLE: :OUh'ITY
1ERI';. OF' _ i:RClfT'C t':WRT ? COI'll' i'f'tOI.L.EF:
CLERK'S y 211161.14'856
RECORDED 1.1Ii13/20'1b' Ila.e:a:, ,;; fl'l
RECORDII-IG FEE"
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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address it available)
LOT 13
SOUTH PINECREST 1ST ADD
PB 10 PG 42
2 GENERAL DESCRIPTION OF IMPROVEMENT:
Re -Roof
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: STOGNER HAVELYN L JR & DENISE- 2900 S PARK AVE SANFORD, FL 32771
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name:
Address:
4. CONTRACTOR: Name: Adcock Roofing Phone Number. 407-322-9558
Adduce; 800 S. French Ave., Sanford, FL 32771
5. SURETY (H 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(1xa)7., Florida Statutes.
Name: Phone Number:
Address:
e. In addition, Owner designates
to receive a copy of the Uenoes Notice as provided In Section 713.13(1)(b), Florida Statutes. Plane number.
9. Egphdion Date of Notice of Commence neat (The expiration is 1 year from date of recording unless a different date is spedied)
WAgNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, MID 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 WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
alug 14,
print Nana and Pmvt& SOWIWO Tl WNW)
v% j Adrodmd OM
L
State at f/11 /k County of ,,,
1i
p
The Ing instrument was adawwledged beforo me this _ 1 tel/ ' " y . — —
by Z e Ih i Who is personally latown to me 0 OR
Name of
aVVL
n ldnp ehmemenr
who has produced identification 0 type of Iderniflcatlon prod --
MARjORlE MARIE ADCOCK
Notary public • Slate of Florida
Commission N GG 013492
My Comm. Expires Jul 29. 2020
901Idad tMouph National Notary Assn.
jWA Parcel View: 01-20-30-518-0000-0130 Page 1 of 2
P_roperty_Record_Carsi.
Jaftnw, CFA Parcel: 01.20-30. 18-0000..0'':3;
Owner: STOGNER HAVE 'YN' JR N DENISE
scrasaxL axwty. acu
Properly Address: 2900 S PARK AVE SANFORD, > L 32771
m.,
Parcel Information Value Summary
Legal Description
Parcel 01-20-30-518-0000-0130
Owner STOGNER HAVELYN L JR& DENISE _.
Property Address 2900 S PARK AVE SANFORD, FL 32771
Mailing 2900 S PARK AVE SANFORD, FL 32773
Subdivision Name SOUP ? NECREST 1S 1 ADD
Tax District S1-SANFORD
DOR Use Code 01 -SINGLE FAMILY
Exemptions 00-HOMESTEAD(2001)
Legal Description
2017 Working 2016 Certified
j Page
Values Values
Valuation Method Cost/Market Cost/Market
E " Number of Buildings
3;
1 1
Depreciated Bldg Value 38,867 37,841
Depreciated EXFT Value 9,176 9,214
l Land Value (Market) 12,000 12,000
Land Value Ag
Taxable Value
No
F ust,'Mlarnet Value" 60,043 59,055
Portability Adj
57,355
I Save Our Homes Adj 2,688 2,099
Amendment 1 Adj
32,355, 25,000
i ( P&G Adj 0 0
Assessed Value 57,355 56,956
Tax Amount without SOH: $569.57
25,000
2016-2 ax_Bill Ameur i $553.71
1963
Tax Estirna'ar
Yes
Save Our Homes Savings: $15.86
5/1/1978
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
Date Book j Page
LOT 13
Qualified
CORRECTIVE DEED 3/1/2008
SOUTH PINECREST 1ST ADD
0:22 100': No
PB 10 PG 42
1/1/1988 i 1931; 04.7
WTaxes
No
SPECIAL WARRANTY DEED 12/1/1987
Taxing Authority Assessment Value Exempt Values
v
Taxable Value
No
Schools 57,355: 25,000 32,355
City Sanford 57,355 32,355 25,000
SJWM(Saint Johns Water Management) 57,355 32,355, 25,000
County Bonds 57,355 32,355 25,000
County General Fund 57,355 32,355 25,000
Sales
Description Date Book j Page Amount Qualified
CORRECTIVE DEED 3/1/2008 0695, 0:22 100': No
SPECIAL WARRANTY DEED 1/1/1988 i 1931; 04.7 32,300 No
SPECIAL WARRANTY DEED 12/1/1987 01917 0281 42,700 No
CERTIFICATE OF TITLE 12/1/1987 01914 0807 51,700 No
WARRANTY DEED 10/1/1984 U19" 798 44,000 Yes
r -
WARRANTY DEED 9/1/1984 01584 0521 43,000 Yes
WARRANTY DEED 6/1/1984 0254 1963 24,100 Yes
WARRANTY DEED 5/1/1978 0 1170 1. 10 20,000 Yes
Find Comparable Sales
Land
Method Frontage Depth
LOT 0.00
Building Information
Units
0.00
Units Price Land Value
1 $12,000 00 12,000
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=01203051800000130 10/31/2016
1 s. (407) a
adcockroofingl@bellsouth.net
www.adcockroofing.com
STATE CERTIFICATION CCCO22501
October 25, 2016 ESTIMATE
Name: Lynn Stogners Phone: (407) 401-1043
Address: 2900 S. Park Ave. Cell: (407)
City: Sanford, FL 32773 Fax: (407)
Email: thestogners@hotmail.com
SCOPE OF WORK: COMPLETE ROOF REPLACEMENT
1. Remove old roof on complete house.
2. Re -nail decking as per building code.
3. Dry in with new UL 43# Organic felt.
4. Install new Modified Bitumen Roofing System on low slopped area of roof; Adhesive Applied.
Torch Down not recommended)
5. Re -flash chimney.
6. Install new drip edge; 26 gauge, painted galvanized.
7. Install new kitchen and bathroom vents.
8. Install new lead flashings on plumbing pipes.
9. Secure all permits.
10. Clean up & haul away debris.
11. Inspections included.
Labor & Material: $6800.00
Extra — Bad wood: Time & Materials
Warranty: 12 Years Warranty on Materials from Manufacture (Modified Bitumen)
5 Years on Workmanship
Andy Adcock, Owner
Andy Adcock
City of Sanford
Roof Permit Application Checklist
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
C Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
d A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
S/ Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant).
These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be
complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A REVIEWED FOR CODE COMPLIANCE
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL PLANS EXAMINER
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTf f^F 1 C _ s,
THE BUILDING OFFICIAL FROM THEREAFTER DAT€ ERDREQUIRINGACORRECTIONOFERRORSINPLANS,,;;
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Table Deck Application Type Description Page
1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-6
1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 7
1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 8-9
1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10-12
1E-1 Wood New, Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 13-15
1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 16-17
1F Wood New or Reroof (Tear -Off) F Non -insulated, Bonded Roof Cover 17
2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20
2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25
2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 26-28
3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36
3B Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof/Vapor Barrier, Bonded Insulation, Bonded Roof Cover 37
3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 37
4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 38-39
4B LW IC New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40
4C tWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44
SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 45
5B CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46
5C CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46
5D CWF New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 47
6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 48-49
6B Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 50
6C Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 50
6D Gypsum Reroof (Tear -Off) E Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover 51
7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 52-58
7B Various Recover F Non -Insulated, Bonded Roof Cover 58
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
0 D app Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Z r Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), CMG HD with CMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
O _
G Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment.
0 _ Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with CMG 3 in. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round
Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and
engage the top flute of the steel deck.
r Concrete Deck: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with CMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSpike with Hex Plate or 3" Round
Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed
with a pilot hole in accordance with the fastener manufacturer's published installation instructions.
x
Exterior Research and Design, LLC. d/b/a Trinity IERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
to
Ln
V
Evaluation Report 3520.03.04-1117 for FL2533-R16
Revision 17: 02/04/2016
Appendix 1, Page 1 of 58
TRINITY ERD
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that
meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 26D3.8, when installed with the roof cover.
4. Minimum 200 psi, minimum 2 -inch lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover),
whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and
concrete deck listings.
S. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's
published instructions.
Hot asphalt (HA): Full coverage at 25-30 lbs/square
Y Ashland Pliodeck (A -PD): Continuous 0.75 inch wide ribbons, 12 -inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below.
Dow Insta-Stik (D -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c.
Dow Spray -N -Grip (D -SG): Full coverage
Y
Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0:5 -inch wide ribbons, 12 -inch o.c.
Millennium PG -1 Pump Grade Adhesive (M-PG1): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c.
r OMG OlyBond 500 or OlyBond Green (06500): Continuous 0.75 -inch wide ribbons, 12 -inch o.c. (PaceCart or SpotShot)
3M CR -20: Continuous 2.5 to 3 -inch wide ribbons, 12 -inch o.c. (Note: TITESET may be used where CR -20 is referenced).
Note: When multiple loyers(s) of ins ulotion and/or coverboard are installed in ribbon-opplied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing.
r Note: The maximum edge distancefrom the adhesive ribbon to the edge of the insulation board shall be not less than one -.half the specified ribbons spacing.
6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with
the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that
listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
Ashland Pliodeck (A -PD) @ 12 -inch o.c. MDP -105.0 psf Min. 1.0 -inch)
Ashland Pliodeck (A -PD) @ 6 -inch o.c. MDP -277.5 psf Min. 1.0 -inch)
Dow Insta-Stik (D -IS): MDP -120.0 psf Min. 1,0 -inch)
Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf Min. 1.0 -inch)
Millennium PG -1 Pump Grade Adhesive (M -PGI): MDP -157.5 psf Min. 1.0 -inch)
OMG OlyBond 500 (OBS00): MDP -45.0 psf Min. 0.5 -inch Multi -Max FA3)
r OMG OlyBond 500 (OB500): MDP -187.5 psf Min. 0.5 -inch ISO 95+ GL)
OMG OlyBond 500 (08500): MDP -315.0 psf Min. 0.5 -inch ENRGY 3)
Y OMG OlyBond 500 (OB500): MDP -487.5 psf Min. 0.5 -inch ACFoam 11)
i 3M CR -20: MDP -117.5 psf Min. 1.0 -inch)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in
accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria.. Commonly used
methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements.
9. for fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no
rational analysis is permitted.
10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for
comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX -1.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1117 for FL2533-R16
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 58
11. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected
adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift
testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124.
12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application.
13. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
j CEpTAtNTEED FLINTLA5TIC MODIFIED BITUMEN COMIPDNENTS $e APPLICATIOPf
a -
Reference Layer Material Application
BP -AA Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Base and Ply sheets, Asphalt- Hot asphalt at 20-40 lbs/square
Applied) Ply Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI
BP AA2 Hot asphalt in 24 -inch diameter spots in 30 -
Base, Spot -Asphalt -Applied)
Base Yosemite Venting Base inch grid pattern
BP AA3 Hot asphalt in 9 -inch diameter spots in grid
Base, Spot -Asphalt -Applied)
Base Yosemite Venting Base pattern noted herein.
BP-AA4 Hot asphalt in 9 -inch wide ribbons spaced
Base, Strip -Asphalt -Applied)
Base Yosemite Venting Base as noted herein.
BP-CA2 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Henry #903 Adhesive at 1.5 gal/square
Millennium Hurricane Force Membrane
BP-CA3 Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Adhesive, beads spaced 6 -inch o.c.
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS -AA Hot asphalt at 20-40 lbs/squareFlintlasticCap30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR DualSBS, Asphalt -Applied)
Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premiwn FR -P CoolStar,
Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
FlintBond Brush or Karnak No. 81 Cold
Note: Base ply cures overnight prior to application of the cap ply. SBS-CA1 Process Modified Bitumen Adhesive Brush
Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; SBS, Cold -Applied) Grade at 1 gal/square
Cap Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA2 Henry #903 Adhesive at 1.5 gal/square. Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR DualSBS, Cold Applied)
Cap Cap; Flintlastic FR-P;Flintlastic FR -P CoolStar, Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar, Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Ply Flintiastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA3 Millennium Hurricane Force Membrane
Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR DualSBS, Cold -Applied) Adhesive, beads spaced 6 -inch o.c.
Cap Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar;
Flintlastic GMS; Flintlastic GMS CoolStar; Flintlastic Premium GMS; Flintlastic Premium GMS CoolStar
Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-1117 for FL2533-R16
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 58
a
p (
s RINI ERD
14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover).
15. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1117 for FL2533-1116
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58
CERTIll' EED FLINTLASTIC®•MODIFIED BITUMEN EOMPONE, " &APPLICATION METHODS (CONTINUED
9-. ...
m., _,6 ..,
Reference Layer Material Application
Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
Ply Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 TSBS -TA Torch -Applied
Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar, Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; SBS, Torch -Applied)
Cap Flintlastic GTS -FR CoolStar, FlintClad
Base Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
APP -TA Torch -AppliedppFlintlasticSTA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR
APP, Torch -Applied} Cap CoolStar
SBS -SA -H
SBS, Self -Adhering, Hybrid Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering
Systems)
Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply
SBS -SA
Ply Flintlastic SA PlyBase; Flintlastic SA Mid PlySelf-Adhering
SBS, Self -Adhering)
Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar, Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
14. Insulation is optional for Recover or Concrete Deck Applications using System Type D (Mechanically Attached Base Sheet, Bonded Roof Cover).
15. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1117 for FL2533-1116
Certificate of Authorization #9503 Revision 17: 02/04/2016
Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 58
4 TRINITY' ERa
TABLE 1E-1: WOOD DECKS—NEW CONSTRUCTION oR REROOF (TEAR -OFF)
SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER
System Deck Base Sheet Roof Cover
MDP (psfl
See Note 1) Base Fasteners T Attach Ply CapNo.
DMERINB.S,YSfEMS 211 o
in. 15/32 -inch plywood at max Min. 1 -inch long, 12 ga.
6 -inch o.2-inch lap and 6 -inch o.c. at min. .
Optional) SBS -
W -48
24 -inch spans
Flintlastic SA NailBase
Simplex Metal Cap Nails
in four, equally spaced, staggered center SA
SBS -SA 52.5
rows
Min. inch plywood at max.
32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. BS- Optional) SBS-
W-49W49 Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS -SA 52.5
24 -inch spachspansSA
ring shank nails rows
Min. inch plywood at max.
32 ga., 1 -5/8 -inch dia. tin 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. Optional) SBS -
W-50 Flintlastic SA NailBase caps with 11 ga. annular in three, equally spaced, staggered center SBS -SA 60.0
24 -inchh spacspans
ring shank nails rows
SA
Min. 19/32 -inch plywood at max
32 ga., 1 -5/8 -inch dia. tin 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. Optional) SBS-
W-51 Flintlastic SA NailBase caps with 11 ga. annular in four, equally spaced, staggered center SBS -SA 75.0
24 -inch spans
ring shank nails rows
SA
Min. 19/32 -inch plywood at max
32 ga., 1 -5/8 -inch dia. tin 4 -inch o.c. at min. 2 -inch lap and 4 -inch o.c. Optional) SBS-
W-52 Flintlastic SA NailBase caps with 11 ga, annular in four, equally spaced, staggered center SBS -SA 105.0
24 -inch spans
ring shank nails rows
SA
HYBRID SYSTEMS •: ... 4
Glasbase; Flexiglas; Flintlastic
32 ga., 1 -5J8 -inch dia, tin
W-53
Min. 19/32 -inch exterior grade Base 20; All Weather/ Empire
caps with 11 ga. annular 9 -Inch o.c. at 4 -inch lap and 12 -inch o.c. in
SBS -SA -H
SBS -AA, SBS -TA
45.0*
plywood at max. 24 -inch spans Base; Poly SMS Base; Ultra Poly two, equally spaced, staggered center rows or APP -TA
ring shank nailsSMSBase
Glasbase; Flexiglas; Flintlastic
Min. 15/32 -inch plywood at max Base 20; All Weather / Empire Min. 1 -inch long, 12 ga. 6 -inch o.c. at 3 -inch lap and 6 -inch o.c. in
SBS
SBS -AA, SBS -TA
52.5W-54
24 -inch spans Base; Poly SMS Base; Ultra Poly Simplex Metal Cap Nails four, equally spaced, staggered center rows
SA -H
or APP -TA
SMS Base
Min. 19/32 -inch plywood at max
Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin
8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in SBS -AA, SBS -TA
W-55
24 -inch spans Base 20; Poly SMS Base; Ultra caps with 11 ga. annular
three, equally spaced, staggered center rows
SBS -SA -H
or APP -TA
52.5
Poly SMS Base ring shank nails
Min. inch plywood at max
Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin
o.c. at 4 -inch lap and 8 inch SBS-A, SBS TA
W-56 Base 20; Poly SMS Base; Ultra caps with 11 ga. annular r SBS -SA -H 60.0
ch spa24 -inch spans three,
nch
three, equally spaced, staggered center rows
ceo.
nter or APPorAPP -TA
Poly SMS Base ring shank nails
19J32 -inch plywood at max
Glasbase; Flexiglas; Flintlastic 32 ga., 1 -5/8 -inch dia. tin
6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in 585 -AA, SBS -TA
W-57
24 -inchspans
Base 20; Poly SMS Base; Ultra caps with 11 ga. annular
four, equally spaced, staggered center rows
SBS -SA -H
or APP -TA
82.5
Poly SMS Base ring shank nails
Exterior Research and Design, LLC. d/b/a Trinity I ERD
Certificate of Authorization #9503
Prepared by: Robert Nieminen, PE -59166
Evaluation Report 3520.03.04-1117 for FL2533-R16
Revision 17: 02/04/2016
Appendix 1, Page 13 of 58
Certificate of Authorization No. 29824CREEK17520EdinburghDr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT 2014 FLORIDA BUILDING CODE
Manufacturer: MID -STATES ASPHALT AND CANT STRIP, INC. Issued August 27, 2015
PRI Construction Materials Technologies (TST6049)
1637 515' Street
ASTM D 4869
Tuscaloosa, AL 35401
PRI Construction Materials Technologies (TST6049)
800)489-2391
ASTM D 226
httg://www.midstatesasiphalt.com
Manufacturing Plants: Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
BWR-509-02-01
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.2.3, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5, 1507.4.5.2, 1507.5.3, 1507.5.3.2,
PRI Construction Materials Technologies (TST6049)
1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2, T1507.8,
ASTM D 6757
1507.9.3, 1507.9.3.2, 1507.9.5
Properties: Physical properties
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies (TST6049) BWR-502-02-01 ASTM D 4869 2005e01
PRI Construction Materials Technologies (TST6049) BWR-503-02-01 ASTM D 226 2006
PRI Construction Materials Technologies (TST6049) BW R-504-02-01 ASTM D 226 2006
PRI Construction Materials Technologies (TST6049) BWR-509-02-01 ASTM D 2626 2004
PRI Construction Materials Technologies (TST6049) BWR-539-02-01 ASTM D 3909 1997b (2004)E'
PRI Construction Materials Technologies (TST6049) MSA -009-02-01 ASTM D 6757 2007
PRODUCT DESCRIPTION AND APPLICATION
MSA MSR MSA MSR is an ASTM D 3909 asphalt roll roofing product surfaced with mineral
granules for use as a valley liner in asphalt shingle roof systems.
MSA ASTM D 22615# MSA ASTM D-226 #15 is an ASTM D 226, Type I asphalt saturated organic felt
underlayment.
MSA UL 15# MSA UL #15 is an ASTM D 226, Type I asphalt saturated organic felt underlayment.
MSA ASTM D 226 30# MSA ASTM D-226 #30 is an ASTM D 226, Type I I asphalt saturated organic felt
underlayment.
MSA UL 30# MSA UL #30 is an ASTM D 226, Type II asphalt saturated organic felt underlayment
MSA Z-30 MSA Z-30 is an ASTM D 4869, Type II asphalt saturated organic felt underlayment
Arrow 43# Organic ~Arrows Ong nic Base Sheet is an ASTM D 2626 asphalt saturated and coated,
Base Sheet perforated rganic felt underlayment used in low slop applications.
MSA The Grid MSA The Grid is an ASTM D 6757 saturated felt underlayment with woven glass fiber
reinforcement.
MSA14002.2 FL15067-R3 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEKMID-STATES ASPHALT AND CANT STRIP, INC.
Underlayments
TECHNICAL SERVICES. LLC
Deck Type: The roof deck shall be constructed of closely fitted sheathing for new or
existing construction. The deck shall be installed in accordance with FBC
requirements. Roof decks shall have no more than 118" gap at abutting joints.
Min. slope: In accordance with the applicable FBC section.
Attachment method: In accordance with the requirements of applicable FBC sections and the
current published manufacturing instructions.
1111--hrc Rnnf ('.nvarinnc:
Notes: 1) Open valley applications per 1507.2.9.2
LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps
shall be staggered between courses in accordance with the manufacturer's application instructions.
7) Underlayments may be used as described in other current FBC product approval documents.
8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
9) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
MSA14002.2 FL15067-R3 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Metal Roof Mineral- Wood Clay and
Asphalt Panels and Surfaced Shingles Slate Concrete
Shingles Shingles Roll Roofing and Shakes Shingle Tile
MSA MSR Y N Y N N N
MSA ASTM D
Y Y Y Y Y N
226 15#
MSA UL 15# Y Y Y Y Y N
MSA ASTM D
Y Y Y Y Y Y
226 30#
MSA UL 30# Y Y Y Y Y Y
MSA Z-30 Y Y Y Y Y N
Arrow 43#
Organic Base N N N N N Y
Sheet
MSA The Grid Y Y Y N Y N
Notes: 1) Open valley applications per 1507.2.9.2
LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Wind uplift resistance in not within scope of this evaluation.
4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps
shall be staggered between courses in accordance with the manufacturer's application instructions.
7) Underlayments may be used as described in other current FBC product approval documents.
8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically
fastened through the underlayment to the roof deck.
9) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
MSA14002.2 FL15067-R3 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
m
CREEK
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
MID -STATES ASPHALT AND CANT STRIP, INC.
Underlayments
The products evaluated by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building
Code as evidenced in the referenced documents submitted by the named manufacturer.
aY ,R j'A''Ji
E N,3.,
No 74021
33O•, STATE OF
S
0
t"1111111110 *
CERTIFICATION OF INDEPENDENCE
2015.08.27
16:02:42
aQIWF/apPM Mlath•ry a. Pryµ _.. ..
04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
MSA14002.2 FL15067-R3 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit 4: {
f A G
I, t 4 inLn c-11 hereby acknowledge that I personally inspected
C%400f deck nailing and/or 'Secondary water barrier work
at )_ q OC7 S • {OA -r) ,lie AtAe &j.0 tt!7 and have determined that the work
Job Site Address) I
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
performance of hi her official duty shall constitute a misdemeanor of the second degree pursuant to
Section 837. S.
Signature o tractor Date
A -%,,j view A4j' c•
Printed Name of Contractor
CCL DS
License 4
License Type:j General Building Residential W] Roofing Contractor
70 or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTY OF _,' 1_AA(h.v Li _
Sworn to (or affirmed) and subsgribed before me this day of A/0 , 20 l6 , by
t4 o j 0 w , who is Personally Known to me or has Produced (type of
ii e cati ;) as identification.
SEAL)
Si re of Notary Public
St to of Florida a";'P.` DONALD RASH
a Notary Public St of Florida
Commission # FF 221706
Print/Type/Stamp Name • M Comm. Expires Apr 16, 2019sy
of Notary Public "''}% ` Bonded through National No Lary Assn.