71 S FORRESTAL CIR ROOF NON SHINGLE PERM ROOF NON SHINGLE PERMIT PERMIT NUMBER
CITY OF ATLANTIC BEACH ROOF19-0021
ISSUED: 2/28/2019
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233 EXPIRES: 8/27/2019
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county,and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
71 S FORRESTAL CIR ROOF NON SHINGLE MOD BIT ROOF $7688.00
TYPE OF REALESTATE BUILDING USE
ZONING: SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
ATLANTIC BEACH VILLA
1717330000 #01
COMPANY: ADDRESS: CITY: STATE:
AMERICAN ROOFING OF 2117 University Blvd. S JACKSONVILLE FL 32216
JACKSONVILLE
OWNER: ADDRESS: CITY: STATE: ZIP:
— - --A---- -- --- A—
HARBER RAYMOND P 71 FORRESTAL CIR S ATLANTIC BEACH FL 32233-3325
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.
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
I
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $90.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03
STATE DCA SURCHARGE 4SS-0000-208-0600 0 $2.00
TOTAL:$139.03
Issued Date:2/28/2019 1 of 2
City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
Z
800 Seminole Road Roo F- I
Atlantic Beach, Florida 32233-5445 9 -00
Phone(904)247-5826 - Fax(904)247-5845 Date routed: C,=) 119
E-mail: building-dept@coab.us
City web-site: hftp://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: �___o R R E�x L Dgpartment review required Yes �No
I __ 7
1 B u 0 1
Applicant: P\M k 0-fk AD CD r( KD Lv' P—lanning &Zoning
Tree Administrator
Project: -[V\c) c) R_ tT C.)C) Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: roved. []Denied. El Not applicable
(Circle one.) Comments: fv 0 C'_
(ED:I N�)
PLANNING &ZONING Reviewed by: Date:2/27/),&�?
ot I
TREE ADMIN. Second Review: FlApproved as revised. F-]DenieY ONot applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: F_]Approved as revised. ElDenied. [-]Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Building Permit Application � OB CCrPNv
City of Atlantic Beach
800 Seminole Road,Atlantic Beach,FL 32233
Phone:(904)247-5826 Fax:(904)247-5845
JobAddress: -71 f_olrie5t-,� 6c.5 AAq-44 &Q�, �_L 3-22-3,3 Permit Number: IRCO E 19 - 0C)__Z I
Legal Description 3 0-56 3 9-_Z5-Z1 6' 6+kv'�< &,-k V,1\1 L>�Ilt I i-al5a%- i RE# '17 11 -7-33- 060<3
Valuation of Work(Replacement Cost)$ Heated/Cooled SIF 5- Non-Heated/Cooled Z 7 1
• Class of Work(Circle one):CN�ewcldition Alteration Repair Move 001 Window/Door
0
DP
D
• Use of existing/proposed structure(s)(Circle one): Commercial ('_Lie:�s:id;entia1:5
__7
• If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No qKi:D
• Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal
Describe in detail the type of work to be performed:
?ICN\16 ;,e b 14f�a�e I j; 51, M-5c4e Aeo 4 eN ct I ,S_I k-�_ e'f( k ra."A
Florida Product Approval# 1:--L -, for multiple products use product approval form
Property Owner Information
Name: i L-C-14 M6,16 0.-L'+er Address:
City V�A'T-'c U4'e-'C'k-\ State'f,L zip 3-ZZ33 —Phone Ct WA - 331
E-Mail
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company: American Roofing of Jacksonville,LLC. —Qualifying Agent: DanKinkel
Address 2117 University Blvd S City Jacksonville State FL Zip 32216
Office Phone 904-385-4375 Job Site/Contact Number 904-385-4374
State Certification/Registration# RC29027546 E-Mail ad min @american roof ingjax.com
Architect Name&Phone# NA
Engineer's Name&Phone# NA
Workers Compensation Builder's Mutal Insurance#WCP1052393,expiration 5/3/2019
Exempt/Insurer/Lease Employees/Expiration Date
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 the standards of all the laws regulationg
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.NOTICE: In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
(Signature of Owner or Agent) (Signafure of CV�traj4or)
(including contractor)
Signed and sworn to(or affirrWd)before me thisc;�'=day of Signed and sworn to(or affir ),be�re me this Z day of
'W-N-N 0015 by PAUCaA,) by
((Signature off Nota (Signature of Notary)
P ji C) R iF
ersonally Known OR -40 Noury Public State of Fkx Krersonally Known OR !100 PUL Notary Public State of Florida
fical Christopher Ch&686 %#,%
Produced Identi tion [ ]Produced Identification Christopher Chasse
My commission GG 273130 My Cornrnmsw GG 273130
4nA'12022
Type of identification. Type of identification:
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL OFFICE COPY
REQUIREMENTS AND CONDITIONS
( 0
REVIEWED BY:,:�DATE: 212 712-01 , TRINITY!ERD
A�1:ATTAC111111111ENT REQUIlItE101ENTS FOR WIND UPUFT RESISTANCE
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
113 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
ID Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 10-12
IE-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-Cff)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,Bonded 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
76 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 ofthe Authority Having J u riscliction. Load resistance ofthe
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),C)MG HD with CIVIG 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: C)MG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),CIVIG#12 Standard or HD with CIVIG 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: CMG#14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HID or CD-10 with CMG 3 in.Galvalume Steel Plate, Dekfast#14 or DekSpike with Hex Plate or 3" Round
Insulation Plate,Trufast HID 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 TrinitylERD Evaluation Report 3520.03.04-R19 for FL2533-RIS
Certificate of Authorization#9503 IFBC NON-HVHZ EVALUATION Revision 19:06/06/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Corporation;(610)651-5847 Appendix 1,Page I of 57
TRINITYIRD
3. Unless otherwise noted,insulation may be any one layer or combination of polylsocyanurate,polystyrene,wood fiberboard,perlite,GlasRoc Roof Board or gypsum-based roof board that meets the CIA 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 roofcover),wherebythe 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 lbs/square
> Ashland Pliodeck(A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c. Ribbons ofsubsequent layers shall be perpendicular to those in the layer below.
> Dow Insta-Stik(D-IS): Continuous 0.75 to I inch wide ribbons,12-inch o.c.
> Millennium One Step Foarnable 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(5)ofin5ulation andlor coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggeredfrom layer-to-layer a distance ofone-holf 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 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 Foarnable Adhesive(M-OSFA): MDP -157.5 psf (Min.1.0-inch)
> 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)
> OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch ENRGY 3)
> OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch ACFoam 11)
> ICIP 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 I 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.
ExterW Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 3520.03.04-1119 for FL2533-1118
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Corporation;(610)651-5847 Appendix 1,Page 2 of 57
TRINRY 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.
CERTAiNTEED FuNTLAsTKO MODIFIED BrrumEN ComPONENTs&APPUCATION METHODS
Reference Layer Material Application
BP-AA Base Giasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20
(Base and Ply sheets,Asphalt-Applied) Ply One or more Flintglas Ply 4;Flintglas Premium Ply 6 Hot asphalt at 20-40 lbs/square
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 SIVIS Base;Flintlastic Ultra Poly SMS Base
SBS-AA Ply One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Mphalt-Applied) Cap Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FIR Cap 30;Flintlastic FIR Cap 30 CoolStar;Flintlastic FIR Dual Hot asphalt at 20-40 lbs/square
Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;
Flintlastic GIVIS;Flintlastic GIVIS CoolStar;Flintlastic Premium GIVIS;Flintlastic Premium GIVIS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SIVIS Base;Flintlastic Ultra Poly SMS Base
Note: Base ply cures overnight prior to application of the ply or cap ply. FlintBond Brush or Karnak No.81 Cold
SBS-CA1 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Cold-Applied) Process Modified Bitumen Adhesive Brush
Cap Flintlastic FR Cap 30;Flintlastic FIR Cap 30 CoolStar;Flintlastic FIR Dual Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar; Grade at 1 gal/square
Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GIVIS;Flintlastic GIVIS CoolStar;Flintlastic
Premium GMS;Flintlastic Premium GIVIS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
(SBS,Cold-Applied) Cap Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FIR Cap 30;Flintlastic FIR Cap 30 CoolStar;Flintlastic FIR Dual Henry#903 Adhesive at 1.5 gal/square.
Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;
Flintlastic GIVIS;Flintlastic GMS CoolStar;Flintlastic Premium GIVIS;Flintlastic Premium GMS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SIVIS Base
SBS-CA3 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane
ISM,Cold-Applied) Cap Flintlastic Cap 30;Flintlastic Cap 30 CoolStar;Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FIR Dual Adhesive,beads spaced 6-inch o.c.
Cap;Flintlastic FR-P;Flintlastic FR-P CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;
Flintlastic GMS;Flintlastic GIVIS CoolStar;Flintlastic Premium GIVIS;Flintlastic Premium GMS CoolStar
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report BS20.03.04-R19 for FL2S33-R18
Certificate of Authorization#9503 FOC NON-HVHZ EVALUATION Revision 19:06/06/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Corporation;(610)651-5847 Appendix 1,Page 3 of 57
TRINITY ERD
CEffrAiNTEED FumTLAsTic6 MODIRED BITUMEN COMPONENTS&APPLICATION M ETHODs(CONTINUED)
Reference Layer Material Application
Base F I intlastic Ultra Poly SMS Base;Flintlastic Base 20 T
SBS-TA Ply One or more F I intlastic Ultra Poly SMS Base';Flintlastic Base 20 T Torch-Applied
(SBS,Torch-Applied) Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS;Flintlastic GTS CoolStar;Flintlastic GTS-FR;
Flintlastic GTS-FR CoolStar;FlintClad
APP-TA Base One or more Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus
(APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR Torch-Applied
CoolStar
SBS-SA-H Base/Ply Black Diamond Base Sheet;Flintlastic Ultra Glass SA
(SBS,Self-Adhering,Hybrid Systems) Self-Adhering
SBS-SA Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply
(SBS,Self-Adhering) Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering
Cap Flintlastic SA Cap;Flintlastic SA Cap CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar
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,I.I.C.d/b/a Trinity I ERD Evaluation Report 3520.03.04-RI9 for FL2533-RIS
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Corporation;(610)651-5847 Appendix 1,Page 4 of 57
TRIN11-Y ERD
TABLE IE-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Deck Base Sheet Roof Cover(Note 14) MDP
No. (Note 1) Base Fasteners Attach Ply Cap (PSf)
Glasbase;Flexiglas;Flintlastic Flintfast 3 in.insulation Plates with (Optional)BP-
W-89 Min.15/32-inch plywood Base 20;Poly SMS Base;Ultra FlintFast#12 or#14;Trufast 3"Metal 6-inch D.E.at 4-inch lap and 6-inch o.c.in three AA,SBS-AA, SBS-AA,SBS- -97.5
at max 24-inch spans Poly SMS Base;Yosemite Insulation Plates with DP or HD;OMG 3 (3),equally spaced,staggered center rows SBS-TA or TA or APP-TA
in.Round Metal Plates with OMG#14 HD APP-TA
W-90 Min.15/32-inch plywood I'lintlastic APP Base T OMG 3 in.Round Metal Plates with OMG 6-inch o.c.at 4-inch lap and 6-inch o.c.in three APP-TA APP-TA -97.5
at max 24-inch spans #14 HD (3),equally spaced,staggered center rows.
Glasbase;Flexiglas;I'lintlastic (Optional)BP-
Min.15/32-inch plywood Base 20;All Weather/Empire Flintfast 3 in.Insulation Plates with 8-inch o.c.at 4-inch lap and 8-inch o.c.at three SBS-AA or
W-91 at max 24-inch spans Base;Poly SMS Base;Ultra Poly FlintFast#14;Trufast 3"Metal Insulation (3)equally spaced,staggered center rows AA,SBS-AA or SBS-TA -97.5
SMS Base;Yosemite Plates with Trufast HD SBS-TA
Min.19/32-inch plywood Glasbase;Flexiglas;I'lintlastic 7-inch o.c.at 3-inch lap and 7-inch o.c.in three BP-AA,SBS- SBS-AA,SBS-
W-92 at max 24-inch spans Base 20;Poly SMS Base;Ultra Note 2 (3),equally spaced,staggered center rows AA,SBS-TA or TA or APP-TA -105.0
Poly SMS Base;Yosemite APP-TA
Min.19/32-inch plywood OMG 3 in.Round Metal Plates with OMG 7-inch D.E.at 3-inch lap and 7-inch o.c.in three
W-93 at max 24-inch spans I'lintlastic APP Base T #14 HD or Dekfast Hex Plate with Dekfast (3),equally spaced,staggered center rows APP-TA APP-TA -105.0
#14
Glasbase;Flexiglas;Fllintlastic Flintfast 3 in.insulation Plates with (Optional)BP-
W-94 Min.15/32-inch plywood Base 20;Poly SMS Base;Ultra FlintFast#12 or#14;Trufast 3"Metal 6-inch o.c.at 4-inch lap and 6-inch o.c.in four AA,SBS-AA, SBS-AA,SBS- -127.5
at max 24-inch spans Poly SMS Base;Yosemite Insulation Plates with DID or HD;OMG 3 (4),equally spaced,staggered center rows SBS-TA or TA or APP-TA
in.Round Metal Plates with OMG#14 HD APP-TA
W-95 Min.15/32-inch plywood Flintlastic APP Base T OMG 3 in.Round Metal Plates with OMG 6-inch o.c.at 4-inch lap and 6-inch o.c.in four APP-TA APP-TA -127.5
at max 24-inch spans #14 HD (4),equally spaced,staggered center ro
COLD-APPLIED SYSTEMS:
Glasbase;Flexiglas Base;
Min.15/32-inch plywood I'lintlastic Base 20;All Weather Flintfast 3 in.Insulation Plates with 8-inch D.E.at 4-inch lap and 8-inch o.c.in three (Optional)
W-96 at max 24-inch spans Empire Base;Yosemite Venting FlintFast#12 or#14;Trufast 3"Metal (3),equally spaced,staggered center rows SBS-CA1 SBS-CA1 -52.5
Base;Flintlastic Poly SMS Base; Insulation Plates with DID or HD
I'lintlastic Ultra Poly SMS Base
TABLE 1F: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck Primer Roof Cover(Note 14) MDP(psf)
No. (Note 1) Base Ply Cap
W-97 Min.15/32-inch plywood at max 24-inch spans _ FlintPrime or FlintPrime SA SBS-SA-H (Optional)SBS-TA,APP-TA SBS-TA,APP-TA -112.5
W-98 Min.15/32-inch plywood at max 24-inch spans FlintPrime or FlintPrime SA SBS-SA (Ootionall SBS-SA SBS-SA -127.5
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report 3520.03.04-R19 for FI.2533-1118
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION Revision 19:06/06/2017
Prepared by: Robert Nieminen,PE-59166 CertainTeed Corporation;(610)6S1-5847 Appendix 1,Page 17 of 57
NEMO I etc.
Certificate of Authorization#32455
353 Christian Street,Unit#13
ON Oxford,CT 06478
(203)262-9245_
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
CertainTeed Corporation Evaluation Report 11610.09.08-11118
20 Moores Road FL11288-1117
Malvern, PA 19355 Date of Issuance:09/03/2009
(610)651-S847 Revision 18:01/24/2018
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 6 th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: CertainTeed Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to
the product(s),the Quality Assurance or the production facility location(s). NEMO I etc. 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 "NEM01 etc. 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 10.
Prepared by:
t t
Robert J.M. Nierninen,P.E.
The facsimile seal appearing was authorized by Robert
Nieminen,P.E.on 01/24/2018.This does not serve as an
Florida Registration No. 59166, Florida DCA ANE1983
...... electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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 ETC,LLC 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 NEIVIO ETC, LLC 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.
ONEMOJetc.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
WinterGuard HT,WinterGuard Sand,WinterGuard Granular or Metal-ayment self-adhered to:
New or existing plywood
FlintPrime or ASTM D41 primed new or existing plywood.
Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA
Cap or Flintlastic SA Cap FR self-adhered to:
New or existing plywood;
FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood;
FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete.
Flintlastic GMS in hot asphalt to:
> FlintPrime or ASTM D41 primed structural concrete.
Flintlastic GTA torch-applied to:
> FlintPri me or ASTM D41 primed structural concrete.
5.6.2 Bond to Mechanically Attached Base Sheet or Adhered Base Ply:
> WinterGuard HT, WinterGuard Sand, WinterGuard Granular or Metal-ayment self-adhered to: ASTM
D226,Type I or 11 felt.
> Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA,
Flintlastic SA Cap,Flintlastic SA Cap FIR self-adhered to: Flintlastic SA NailBase or ASTM D226,Type I or 11
felt.
> Flintlastic SA Cap or Flintlastic SA Cap FIR self-adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly.
> Flintlastic GMS in hot asphalt to: ASTM D226,Type I or 11 felt, ASTM D4601,Type 11 base sheet, Black
Diamond Base Sheet or Flintlastic Ultra Glass SA.
> Flintlastic GTA torch-applied to: ASTM D226,Type I or 11 felt, ASTM D4601, Type 11 base sheet, Black
Diamond Base Sheet or Flintlastic Ultra Glass SA.
5.6.3 Wind Resistance for Underlayment Systems in Foam-On Tile Applications:
FRSA/TRl April 2012(04-12)does not address wind uplift resistance of all underlayment systems beneath
foam-on or mortar-set tile systems, where the underlayment forms part of the load-path. The following
wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRl April 2012 (04-
12) and are used in foam-on or mortar-set tile applications. Maximum Design Pressure is the result of
testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRl April
2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure=-240 ps :
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: FlintPrime or ASTM D41.
Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA,self-adhered.
Underlayment: Flintlastic GTA,torch-applied or Flintlastic GMS,applied in hot asphalt.
#2 Maximum Design Pressure=-555 ps :
Deck: Structural concrete to meet project requirements to satisfaction of AHJ.
Primer: FlintPrime,FlintPrime SA or ASTM.D41.
Base: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment:Flintlastic SA Cap,self-adhered.
NEIVIO ETC,I.I.C. Evaluation Report 11610.09.08-1118
Certificate of Authorization#32455 6"'EDITION(2017)F8C NON.HVHZ EVALUATION FL11288-R17
CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/2412028
Page 5 of 10
ONEMOletc.
#10 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank diameter, annular ring
shank nails
Spacing: 6-inch o.c.at 4-inch lap and 6-inch o.c.at five(5)equally spaced,staggered center rows in the field of
the sheet.
Underlayment: Flintlastic GIVIS,applied in hot asphalt.
#11 Maximum Design Pressure=-75.0 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,1 5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the min.2-inch laps and 6-inch o.c.at four(4)equally spaced,staggered rows in the field
of the sheet.
Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
#12 Maximum Design Pressure=-90.0 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced,staggered center rows.
Underlayment: Flintlastic GIVIS,applied in hot asphalt or Flintlastic GTA,torch-applied.
#14 Maximum Design Pressure=-105.0 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet;
Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered center
rows.
Underlayment: Flintlastic GMS,applied in hot asphalt or Flintlastic GTA,torch-applied.
#15 Maximum Design Pressure=-105.0 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ.
Base Sheet: Flintlastic SA NailBase
Fasteners: 12 ga.,1%-inch long galvanized ring shank nails through 32 ga.,1 5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the min.2-inch laps and 4-inch o.c.at four(4)equally spaced,staggered rows in the field
of the sheet.
Base Ply: (Optional)Flintlastic SA PlyBase or Flintlastic SA Mid Ply,self-adhered.
Underlayment: Flintlastic SA Cap,self-adhered.
5.6.3.1 All other direct-deck, adhered CertainTeed underlayment systems beneath foam-on or mortar-set tile
systems carry a Maximum Design Pressure of-45 psf.
5.6.3.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table IA.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, 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 VVD1, 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.
NEMO ETC,I.I.C. Evaluation Report 11610.09.08-1118
Certificate of Authorization#32455 6 EDITION(2017)FOC NON-HVHZ EVALUATION FL11288-R17
CertainTeed Roof Underlayments;(610)651-5847 Revision 18:01/24/2018
Page 7 of 10
Doc # 2019037886, OR BK 18693 Page 897, Number Pages: 1 ,
Recorded 02/15/2019 11 :25 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVA.L COUNTY
RECORDING $10.00
NOTICE OF COMMENCEMENT
Permit No. Tax Folio No. 1-11 -13 3— 0 C)0
State of Florida,County of
THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance
with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement.
1. Description of property(legal description of property and address if available):
'30-56 '0 - Z-S- -Z9 97 A+\.L-�, Be-,cj, V�t\-t b 6&k L o4- 5- 6) k�
-71 )";�oee"e-stql 01" S' r=�� A4 I--I�e- 3,elk-k / F L
2. General Description of improvements:
Complete Tear-70ff and Re-Roof.-
3. Owner Information: FL
a)NameandAddress: iE!,-y (4%,((6gc -71 r—w-es+-J Okr 57,
b)Interest in
c)Name and address of simple titleholder(if other than owner):
NA
4. Contractor Information:
a)Name and Address:-Amefican Roofing of Jacksonville
2117 University Blvd S. Jacksonville, FL 32216
b)Phone Number: _(904) 385-4375
5. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction
and final payment to the contractor,but will be one(1)year from the 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 1,
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.
Under penalty of pedury, I declare that I have read the foregoing notice of commencement and that the facts stated
therein are true to the best of my knowledge and belief.
GOM 0 - cfc�
Aq Vm,,id �Cz
SignfiturdW Owner or O�iher's!Authorized Officer/Director/Partner/Manager Sigilatory's Printed Name&Title/Office
The foregoing instrument was acknowledged before me this day of TRO 20A,
by J H AA�� .
(Name of Person making statement)
YN NOWY PUW*IC St8ts of Florkis
Wjl Clifttopher Chasse NOTWRY P C,STATE 017,V�ORIDA
My Ccrrt"Won GG 213130
Expir"1013112022 Print Narne-�Tdh,�
0 Personally Known
N IdentificationTy.
p e: 14- H(0 1(41
(Affix Notary Sea[Above)
Revised 1/01/18