HomeMy WebLinkAbout151 Country Club Dr 17-1106; ROOFFCE11
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PR 21 0 1 7 CITY OF SANFORD
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PERMIT APPLICATION
Application No: /
Documented Construction Value: S
Job Address: (, f (r laYL/ Historic District: Yea 0 No [+
Pareel ID:, / 9 3d •21 0( a/ S'Q Residential Commercial [
Type of Work: New Addition l] Alteration Repait [2 Demo Change of Use Move 0
Description, of Work:,
Plan Review Contact
Phone
6.03.
Title. z',J.cJE3'rt;.
Fax: 7 I A. • 9 -11--L Email: 4.d t e1 le-tix ire 1 T/Sad f!
Property Owner Information
Name .A cr t 7f 1+ Phone: • Q Tl. I
Street: 6,s/Resident of property?: /'
City, State Zip:
Contractor Information
Name c cJ l l 6 3Dee-J 240c&-- 'hone:
Street: Q C' =1 ,i, i C.. Fax:
city, State Zip: . r
Y I, 7-- . State License
L
11 Arch itect/Eng n®er information,
Phone:
Fax:
E-mai1
Mortgage Leader:
Address
WARNING. TO OWNER: YOJjR: 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 MENDER 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. 1 certify: that no work or installation has
commenced prior to the issuance 6f a permit and that all work will be performed to meet standards of ail laws regUlat[All construction
in this jurisdiction. i understau l that a separate permit most be secured for electrical work,; plumbing, signs, wells, pools,
fprnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and. the code in effect a$ of tha[datc 501 Edition (2014) Florida'Building Code
Permit Application
Revised: June 30, 2013
t
z,N .ICES In -addition to the u.i e' pp . that May be
req ' menu of this:,nerrr+it .there tnc y.be addit_ioJtal restrictions. a hcable to this property y
other go ernmenfoundinthepublicrecordsofthiscounty, and there may be additionafrotri tai ipermitsrequiredent tres si eh as water management
districts, state agencies, or federal agencies. the
owner -of the property of the requirements of Florida Lien Law, F$ Acceptanceofpermitisverification .that 1 will notify 713.
ettt
of a plan revi6Y fee at the tune of permit submittal. A copy of the executed contract is regtt red TheCityofSanfordrequire$ paym in.
order to calculate a plot review pharge and will be considered. the estimated construction value of, he job at time Qt submittal. the
time the permit is issued, in Theactualconstructionvaluewi.11 be figured based on the current FCC 7aluation Table in effect at . accordancewithlocalordinance. Should calculated charges figured off the. executed contract exceed the actual construction value, credit
will be appliedto your perm fees when the permit is issued: OWI
IER+SAFFITIe#VIT': I certify that all of the forgoing information is accurate and that all ;work will be
done in compliance with .all applicable laws regulating construction and zoning: I
r!
i ZIM _ __ f7 rf
a t.l I l V V t _.. _ cii6
Name cr(
Agent's Name ; 17
5is
mture0 o i2'.4'
Rv °s
DONALD RASH tAAMAlItEADCt?CK ?° ` ; Notary Public -State of Florida NoblyPublic -State of Florida : • Commission # FF 221706 CommissionIGG013492MS
OFFI°` Y Comm. Expires Apr 16, 2019- . blyComm. Expires Jul 29, 2020 '"" 0ondedthrough 0-
kovAl Sri. wMe or Owner/
Ag,Re Alom Produced
ID Type Of 1 .. Produced; ID .. TYF'e° E_
IS FOR OFFICE USE ONLY Permits
Required. But dtrlg [ ENctrlcai[] Mechanical Piumbfn I . GasO Roof[ Construction
Type:' e:
OccupancyUse:: Flood Zone: Total:
Sq Ft of Bldg: Min. Occupancy Load; # of Stttrie i New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Ye60, No #. of Heads Fire Alarm.Permita Yes EI El APPROVALS:
ZONING: UTILITIES; WASTEWATER: ENGiNEEkING -
FIRE; BUILDING: COMMENTS:
Permit
Application Revised:
June 30, 2o1S
THIS INSTRUMENT PREPARED BY:
Name: ADCOCK ROOFING; Madie Adcock
Address: 800 S. FRENCH AVE.
SANFORD, FL 32771
NOTICE OF COMMENCEMENT
Permit Number:
GRANT NALO'I'r SF_f11F101-E COUNTY
CLERK OF CIRCUIT COURT 6 COI1PTROI_LER
BK Q897 PQ 695 (1F'sis
CLERK'S v 2017038816
RECORDED iirt./211/;2iti'7.._ iii_ i ir; 1"r' rli'1
rEC:ORDThaG" FEES>j:Ci;CIiI
RECORDED BY tsffi i th
Parcel ID Number: 35-19-30-521-OF00-0150
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 if available)
LOT 15 BLK F _
PB 11 PG 100
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Re -Roof
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and ar"'!: Y CRYSTAL M• 151 COUNTRY CLUB DR SANFORD FL 32771
Interest in property: OWNER
Fee Simple Tltlo Holder (if other than owner listed above)
4. CONTRACTOR: Name: Adcock Roofing Phone Number: 407-322-9558
Address: 800 S. French Ave., Sanford, FL 32771
5. SURETY (if applicable, a copy of the payment bond is attached): Name:
Amount of Bond:
6. LENDER:
Address:
Phone Number:
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.
Phone Number:
B. In addition, Owner designates
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 WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature of Owner or Lessee, or OwneVs, A Lessee's (Print Name and Provide Signatory's Ite/Office)
Authorized Officer/OiroclodPanner/M a er) _
State of Tw_ County of IFAAA[A i l.'& The
foregoing instrument was acknowledged before me this GtJ day of An#j 1r 20 by
RA L Who is personally known tome OR Name
of person making statement who
has produced Identification type of ident'rfic ton produced: nr,
r, MW IE MARIE ADCOCK prNotarypublic - State of Florida e
Commission # GG 013492 S,;
My Comm. Expires Jul 29. 202G d``-
Bonded through Nallona! N 11", Nota
Sig lure O C 1S CD Cgl,,
E KOF
iK- `LER OP '_c
Mp
RO pRi RK ANQ
PERMIT #
City of Sanford Building Division
Residential Re -Roof Scope of Work
JOB ADDRESS: / I 0(J(.JAJ 7&V
STRUCTURE TYPE: CrSINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM
RE -ROOF TYPE: REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS)
O RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF)
DECK TYPE (PLEASE SPECIFY):
PLEASE NOTE: ONL Y I00 SQUARE FEET OF THE EXISTING BECK IS PERMITTED TO BE REPLACED * *
ROOF VENTILATION: OOFF-RIDGE O RIDGE OSOFFIT OPOWERED VENT OTURBINES A
SKYLIGHTS: O YES QNO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #:
MAIN ROOF AREA
ROOF SLOPE: O LESS THAN 2: 12 O 2:12 - 4: 12 O 4: 12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
O SHINGLE FL#
O METAL FL#
0 MODIFIED BITUMEN I-L#
OTORCH DOWN l f TM/ N ]' Q ^7
FL# J \ /
O INSULATED FL#
OBILE FL#
O OTHER: FL#
ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) **IFAPPI.I(,'ABLE**
ROOF SLOPE: O LESS THAN 2:12 O 2: 12 - 4: 12 O 4: 12 OR GREATER
TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL
O SHINGLE FL#
O METAL FL#
O MODIFIED BITUMEN FL#
OTORCH DOWN FL#
O INSULATED FL#
O TILE FL#
O OTHER: FL#
City of Sanford Building Division
Residential Re -Roof Inspection Policy & Procedures
PERMITTING REQUIREMENTS —NO PLAN REVIEW REQUIRED
This document (signed) along with an accurate and completed Residential Re -Roof Scope of Work are required
to be submitted as part of your permit application.
The Scope of Work must include all applicable Florida Product Approval numbers for all roof components that
will be installed on the project.
A permit will not be issued without these documents. Copies will be made to post on the job site.
Projects located in the Sanford Historic District will require plan review and approval by the Sanford
Historic Preservation Board
INSPECTION POLICY & PROCEDURES
A Final Roof Inspection is the only inspection required for Residential (Single Family, Townhouse, Mobile
Home, Apartment and/or Condominium) Re -Roof Permits.
The Following is required to be provide on the job site:
Permit Card, posted in a conspicuous and weatherproof location
Completed Residential Re -Roof Scope of Work
Completed and Notarized Inspection Affidavit
All Florida Product Approval and Corresponding Installation Instructions
Product Approval shall match what is on the scope of work)
Digital Photographs (must include the permit number or address in each picture)
o Each plane of the roof, showing the underlayment installed
o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler)
o Roof Deck Nails used (including a measuring device or ruler showing size of nails)
o Underlayment Pattern & Spacing (including a measuring device or ruler)
o Drip Edge & Valley Attachment (including a measuring device or ruler)
o Shingles installed, nail pattern and location of nails
Skylights (if applicable)
o Digital photographs showing all installation components, per FL Product Approval
o Digital photographs showing all required flashing, per FL Product Approval
Failure to follow these specific guidelines will result in an affidavit provided by a Florida Design
Professional (architect or engineer), certifying FBC kale com liance by personal inspection.
1/7
CONTRACTOR (OR OWNER/BUILDER) SIGNATURE- DATE:
a
TRINITY ERD
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 Insulated, 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 Structural Concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 18-20
2B Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 21-25
2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, 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, Banded Roof Cover 36
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 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 40
4C LWIC New, Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 41-44
5A 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 51
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 52-57
7B Various Recover F Non -Insulated, Bonded Roof Cover 57
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 Authority Having Jurisdiction. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), CMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3"
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.
Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 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.
Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD-10 with OMG 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.
Exterior Research and Design, LLC. d/b/a Trinity j ERD Evaluation Report 3520.03.04-R18 for FL2S33-R17
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 18: 02/16/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 1 of 57
TRINITY ERD
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanu rate, 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 2603.8, 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 structural concrete deck. The structural deck shall be of equal or greater configuration to the steel and structural concrete deck listings.
5. 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 Ibs/square
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.
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.
OMG OlyBond 500 or OlyBond Green (OB500): Continuous 0.75-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot)
ICP Adhesives CR-20: Continuous 2.5 to 3-inch wide ribbons, 12-inch o.c.
Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing.
Note: The maximum edge distance from 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 boare.-of the minimum thickness noted. Tapered polyisocyanu rate 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 MOP listings in the tables; rather if MOP 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)
Y 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)
Y Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP 157.5 psf Min. 1.0-inch)
OMG OlyBond 500 (OB500): MDP 45.0 psf Min. 0.5-inch Multi -Max FA3)
OMG OlyBond 500 (OB500): MDP 187.5 psf Min. 0.5-inch ISO 95+ GL)
1 OMG OlyBond S00 (OB500): MDP 315.0 psf Min. 0.5-inch ENRGY 3)
Y OMG OlyBond 500 (OB500): MDP 487.5 psf Min. 0.5-inch ACFoam II)
ICP Adhesives CR-20: MDP 117.5 psf Min. 1.0-inch)
7. Bonded polyisocya n u rate 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 ANSI/SPRI WD1, FM Loss
Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for
Zone 2/3 enhancements.
9. For assemblies with all components fully bonded in place, 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 ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
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 Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
12. For Concrete Deck or Recover Applications using System Type D, the insulation is optional.
Exterior Research and Design, LLC. d/b/a Trinity j ERD Evaluation Report 3520.03.04-R18 for FL2533-R17
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 18: 02/16/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 2 of 57
TRINITY ERD
13. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-inches.
For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1
14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications.
r, >. CERTAINTEEQ FLINTLASTiC'® MODIFIED 6" iN COMPONENTS & APPLICATION METHODS y„ ,
Reference Layer Material Application
BP -AA
Base and Ply sheets, Asphalt -Applied)
Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20
Hot asphalt at 20-40 Ibs/square
Ply One or more Flintglas Ply Sheet Type IV; Flintglas Premium Ply Sheet Type VI
BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in 30-
Base, Spot -Asphalt -Applied) inch grid pattern
BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid
Base, Spot -Asphalt -Applied) pattern noted herein.
BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced
Base, strip -Asphalt -Applied) 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
BP-CA3
Base/Ply Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Millennium Hurricane Force Membrane
Adhesive, beads spaced 6-inch o.c.
Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-AA
SBS, Asphalt -Applied)
Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
uareat20-40 IbshaltsHotasphalt / qCapFlintlasticCap30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
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
SBS-CA1
SBS, Cold -Applied)
Note: Base ply cures overnight prior to application of the ply or cap ply.
FlintBond Brush or Karnak No. 81 Cold
Process Modified Bitumen Adhesive Brush
Grade at 1 gal/square
Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual 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 Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
SBS-CA2
SBS, Cold -Applied)
Henry03 Adhesive at 1.5gal/square. Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
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
SBS-CA3
ISM, Cold -Applied)
Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base
Millennium Hurricane Force Membrane
Adhesive, beads spaced 6-inch o.c. Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual
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 ( ERD Evaluation Report 3520.03.04-R18 for FL2533-R17
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 18: 02/16/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 3 of 57
Y.
i
TRINITY ERD
CERTAINTEED FUNTLASTI® MODIFIED BfrUMENiCOMPONENTS So APPLICATIONMETHODS (CONTINUED) -:
Reference Layer Material Application
Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
SBS-TA Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T
Torch -Applied
Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS-FR; SBS, Torch -Applied)
Flintlastic GTS-FR CoolStar; FlintClad
Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus
APP-TA
APP,Torch-Applied)
Torch -AppliedCapFlintlasticSTA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA-FR; Flintlastic GTA-FR
CoolStar
SBS-SA-H Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA
Self -AdheringSBS, Self -Adhering, Hybrid Systems)
Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply
SBS-SA
Self -AdheringPlyFlintlasticSAPlyBase; Flintlastic SA Mid Ply
SBS, Self -Adhering)
Cap Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar
15. " IVIDP" = 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, I.I.C. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1118 for FL2533-R17
Certificate of Authorization tt9S03 FBC NON-HVHZ EVALUATION Revision 18: 02/16/2017
Prepared by: Robert Nieminen, PE-59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 4 of 57
TRINITY, ERD
ONTABLE,ID: 1NOOD DECKS NEW C STRUCTION, REROOF (TEARRECOVER
SYSTEM TYPED: INS1ji TED, MECHANICALLY ATTACHED BASE Si EET BONDED'ROOF COVER
System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover (Note 14) MDP
No. Note 1) Type Attach Base Fasteners Attach Ply Cap psf)
Min. 23/32-inch
Min. 1.5-inch, One
Glasbase; All
12-inch stag at 4-inch lap and 36-inch BP -AA, SBS-
W-40 exterior grade or more layers,
Prelim. Weather/Empire Base;
Note 2 stag in two cent equally spaced, AA, SBS-TA or
SBS-AA, SBS-
30.0 *
plywood at max. 24-
any combination
Attach Flexiglas Base; Flintlastic
staggered center rows APP-TA
TA or APP-TA
inch spans Base 20; Yosemite
Min. 23/32-inch
Min. 1.5-inch, One
Glasbase; All
12-inch stag at 4-inch lap and 24-inch BP -AA, SBS-
W-41
exterior grade or more layers,
Prelim. Weather/Empire Base;
Note 2 stag in two cent equally spaced, AA, or
SBS-AA, SBS-
45.0 *
plywood at max. 24-
any combination
Attach Flexiglas Base; Flintlastic
staggered center rows APP-TA TA
TA or APP-TA
inch spans Base 20; Yosemite
Min. 23/32-inch
Min. 1.5-inch, One 12-inch o.c. at 4-inch lap and 36-inch BP -AA, SBS-
W-42 exterior grade or more layers,
Prelim. Poly SMS Base; Ultra Poly Note 2 stag in two cent equally spaced, AA, SBS-TA or
SBS-AA, SBS-
45.0
plywood at max. 24-
any combination
Attach SMS Base
staggered center rows APP-TA
TA or APP-TA
inch spans
Flintfast 3 in. Insulation Plates
Min. 15/32-Inch Min. 1.5-inch, One
Glasbase; Flexiglas; with FlintFast #12 or #14;
6-inch stag at 4-inch lap and 6-inch
Optional) BP -
AA, SBS-AA, SBS-AA, SBS-
W-43 plywood at max 24- or more layers,
Prelim. Flintlastic Base 20; Poly SMS Trufast 3" Metal Insulation
O.C. in three (3), equally spaced, 97.5
inch spans any combination
Attach Base; Ultra Poly SMS Base; Plates with DP or HD; OMG 3
staggered center rows.
SBS-TA or TA or APP-TA
Yosemite in. Round Metal Plates with APP-TA
OMG #14 HD
Min. 15/32-inch Min. 1.5-inch, One 6-inch o.c. at 4-inch lap and 6-inch
W-44 plywood at max 24- or more layers,
Prelim.
Flintlastic APP Base T
OMG 3 in. Round Metal Plates
o.c. in three (3), equally spaced, APP-TA APP-TA 97.5
inch spans any combination
Attach with OMG #14 HD
staggered center rows.
One or more
Glasbase; Flexiglas;
Flintfast 3 in. Insulation Plates
Min. 15/32-inch Flintlastic Base 20; All 8-inch o.c. at 4-inch lap and 8-inch Optional) BP -
W-45 plywood at max 24-
layers, any Prelim.
Weather / Empire Base;
with FlintFast #14; Trufast 3"
O.C. at three (3) equally spaced, AA, SBS-AA or
SBS-AA or
97.5
inch spans
thickness or Attach
Poly SMS Base; Ultra Poly
Metal Insulation Plates with
staggered center rows SBS-TA
SBS-TA
combination Trufast HD
SMS Base; Yosemite
Min, 19/32-inch Min. 1.5-inch, One
Glasbase; Flexiglas;
7-inch stag at 3-inch lap and 7-inch BP -AA, SBS-
W-46 plywood at max 24- or more layers,
Prelim. Flintlastic Base 20; Poly SMS Note 2 stag in three (3), equally spaced, AA, SBS-TA or
SBS-AA, SBS-
105.0
inch spans any combination
Attach Base; Ultra Poly SMS Base; staggered center rows APP-TA
TA or APP-TA
Yosemite
Min. 19/32-inch Min. 1.5-inch, One OMG 3 in. Round Metal Plates 7-inch o.c. at 3-inch lap and 7-inch
W-47 plywood at max 24- or more layers,
Prelim.
Flintlastic APP Base T with OMG #14 HD or Dekfast stag in three (3), equally spaced, APP-TA APP-TA 105.0
inch spans any combination
Attach
Hex Plate with Dekfast #14 staggered center rows
Flintfast 3 in. Insulation Plates
J
Glasbase; Flexiglas; with FlintFast #12 or 414; Optional) BP -
W-48
Min. 15/32-inch Min. 1.5-inch, One
Prelim. Flintlastic Base 20; Poly SMS Trufast 3" Metal Insulation
6-inch stag at 4-inch lap and 6-inch
in four
AA, SBS-AA, SBS-AA, SBS-
plywood at max 24- or more layers,
Attach Base; Ultra Poly SMS Base; Plates with Dor HD; OMG 3 stag
spaced, SBS-
TA or TA or APP-TA 127.
5 inch
spans any combination Yosemite in. Round Metal Plates with en
ter rows. . staggeredcenterAPP
TA OMG #
14 HD Exterior
Research and Design, L-C. d/b/a Trinity(ERD Evaluation Report 3520.03.04-R18 for FL2533-R17 Certificate
of Authorization #9503 FBC NON-HVHZ EVALUATION Revision 18: 02/16/2017 Prepared
by: Robert Nieminen, PE-59166 CertainTeed Corporation; (610) 651-5847 Appendix 1, Page 11 of 57
PERMIT #:
City of Sanford
Building and Fire Prevention
RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT
NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS
ADDRESS: I a-UX_r 1 n
064_L n_40
CA C (- 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 #: 6,6 C v 2,Z
COMPANY / CONTRACTOR:
CONTRACTOR SIGNATURE: DATE:
MUST BE SIGNED BY LICENSE HOL NER/BUILDER)
A FINAL ROOF INSPECTION IS REQUIRED:
4f°LO.zo17
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 SE jt'tt NCB L-
Sworn to and Subscribed before me this ZV day of art. L 2011 by:
p L D Who is -BeKo'nally Known to me or has Produced (type of
id .cation) as identification.
Sigr e of Notary Public SPRVP o DONALD RASH
State of Florida Notary Public - St ate of Florida
l =° Commission # FF 22170611hy! ' 4 +N9}
ofF°'V My Comm. Expires Apr 16, 2019
Print/Type/Stamp Name °"" " QondedthroughNational NotaryAssn.
b
of Notary Public