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341 11TH ST - ROOF r -jr., -LTJ ,,. st CITY OF ATLANTIC BEACH ; , 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ''''!•011 9r INSPECTION PHONE LINE 247-5814 ROOF NON SHINGLE - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ROOF18-0025 Description: torch down re-roof FL5680.1 & FL13857.4 Estimated Value: 9600 Issue Date: 3/23/2018 Expiration Date: 9/19/2018 PROPERTY ADDRESS: Address: 341 11TH ST RE Number: 170105 0000 PROPERTY OWNER: Name: STEIN DEBRA A Address: 341 11TH ST ATLANTIC BEACH, FL 32233-5531 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: ROMANO BROTHERS ROOFING, INC Address: 155 E. Levy Road QA DANIEL JOSEPH ROMANO Atlantic Beach, FL 32233 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. 01,A. City of Atlantic Beach APPLICATION NUMBER Js tt Building Department (To be assigned by the Building Department.) 800 Seminole Road {� r,11 v _ �O w -� Atlantic Beach, Florida 32233-5445 C—(,�V o • Phone(904)247-5826 • Fax(904) 247-5845 3 I s I J g ��,1 0r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3"i I I I S4 - -1a•k1 - - review required Yes No C Building Applicant: 1---ori Q(1 Q &DS - kOp -) (\,0 Planning &Zoning ,, c Tree Administrator Project: ' D(C, V\-- a c��-Jn ra -rot) r 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: 4proved. IN'6nied. ❑Not applicable (Circle one.) Comments: BUILDI ) 3l 81240Q/ (y-- PLANNING &ZONING Reviewed by: 7 , ' Date: TREE ADMIN. Second Review: <proved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES j PUBLIC SAFETY Reviewed by: rilo Date: 3I1/2o1r FIRE SERVICES Third Review: I 'Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 - 1..- -1-''''j CITY OFAtlantic ATLANTBeach,FIClorBEACHida32233 '' 800 Seminole Road ww,x REVISION REQUEST/ CORRECTIONS TO PLAN REVIEW COMMENTS V Date . ( q I 1 Revision to Issued Permit Corrections to Comments Permit 1 - D.D. S. Project Address 1(-inr Contractor/Contact Na c r u s l.3D i/"\c 1 Phonb DLN D Li L. - l�,' Email fo li.. C IN, 6r04.113 ISri]t,��nc1 ®C1 LLA rt. `.eD \n Description of Proposed Revision /Corrections: ` Permit Fee Due $ 0 Ic r 49 .3i 1,-._ I & t / -p( pr.ei - n - SI C D lc i q41 - i Additiona crea in Building yalue $ Additional S.F. C). 00 By si 'ng bel w D/-.A c e __1( sI n affirm the Revision is inclusive of the proposed changes. (printed name) -\ \ • q . I I!) ignature o actor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Xe.-- Not Applicable to Department Revision/Plan Review Comments 0v4 'led 1 ,-t D✓Iro 4 A c/` /i•i k .1,111 ca//id 0 5'pokt 40 k, Department Review Required: Buildin an g-&-Zoning eviewed By Tree Administrator Public Works 3/ I,L- .20 Public Utilities Public Safety Date Fire Services 'l `r r', t CITY OF ATLANTIC BEACH 800 Seminole Road ` �.. Atlantic Beach,Florida 32233 6J f xf r.i-$i REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 3 l� Revision to Issued Permit Corrections to Comments Permit#R oof= 18 -a 0?—5 Project Address 3 ii \ Contractor/Contact Name O L t r.0 0 S Phone (eiD1-1) aLitp • 'LiC1 Email Description of Proposed Revision/Corrections: Permit Fee Due $ a O d Nvc r n , r' i f' r �Vl �C Additional Incr e in ilding Value $ Additional S.F. y signing be w,I l o,k: 30 C it-Jai affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contra T /A nt(Contrac of must sign if increase in valuation) Date (Office Use Only) Approved V Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building in .i s is : Zoning Reviewed By Tree Administrator Public Works Public Utilities 3420/20/ �y)2oi b Public Safety Date Fire Services I CITY OF ATLANTIC BEACH . 800 SEMINOLE ROAD 'j µ" ATLANTIC BEACH,FL 32233 (904)247-5800 4p;319 f. BUILDING REVIEW COMMENTS Date: 3/8/2018 Permit#: ROOF18-0025 Site Address: 341 11TH ST Review Status: Peru.ed RE#: 170105 0000 Applicant: ROMANO BROTHERS ROOFING, INC Property Owner: STEIN DEBRA A Email: romanobrothersroofing@gmail.com Email:debra.a.stein@gmail.com Phone: 9042465649 Phone:904.742.3694 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Product approva113857.4, Quick-Stick Ice and Water Sand, according to Miami-Dade Building Code Compliance Office Product Control Division,Notice Of Acceptance, under APPROVED ASSEMBLIES,under Surfacing: Approved Roof Assemblies. See Limitation#3. 3. Quik-Stick Ice & Water Sand, Quik-Stick Ice & Water, or Quik-Stick HT Pro underlayments may be used in asphalt shingles,metal panels,wood shakes and shingles and quarry slate roof assemblies. Quik-Stick Ice&Water Sand,Qui. Stick Ice&Water,or Quik-Stick HT Pro underlayment shall not be used as roof tile underlayment. 2. Submit a compliant base sheet for the torch down roof system. Include the product approval and installation instructions. The above product does not mention torch down roof assembly as an approved assembly. 3. Submit the manufacturer's installation instructions from the Trinity/ERD documents/Evaluation Report. This consist of 86 pages. The Building Department only want those pages submitted that pertain to this site specific installation. Those pages submitted shall be highlighted to show to show specific information for this roof cover installation. 2 copies. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us &Tut tied n4v1.4 t,, court wti 11 3/Pepi f? fJ Resubmittal Notes: Building • Permit Application U dated 12/8/17 ' ` r s FACE COPY COCity of Atlantic Beach , 2018 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: ail 1 114 1:).?'1. p.Permit Number: 0 o P t ¶ OOas Legal Description rj-Uri IL?. a5-Qc1E P--e) \-0 4- o--23\ \4. RE# r\ IC-`r. -paw Z 'I Valuation of Work(Replacement Cost)$ q L,C)0 Heated/Cooled SF 3.4 Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair • - De • .•ol Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial ' - • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal j escribe in detail the type of work to be performed: Le--r Do -t Of G-,rI K.4)r22.0 n S4,i c_x 13 6 1. Li Florida Product Approval# T") 5(..,, j. 1 for multiple products use product approval form 'ro•ert Owner Information 6A' ame: -„ 4 — (n Address: . V H ( I 41.-. S't- L r /.# ity A si 6 TQC State i Zip ZZ 33 Phone 4,l7 l{ - 14 Z— . q((- E-Mail 4 eorA ,A- , &-fei ne v'l04., I (0 c)yr Owner or Agent(If Agent,Power of Attorn ency Letter Required) Contract form• ion ((�' �� Name of Compa ,,._ ib, ,/ , b 1..C% Qualifyi Agent: G n 1 _A Address LP • G --ftCity State Ai Zip 5!I t Office Phone L.i. h •'N__,.., Job Site/Contact Number ri..A .- l o um State Certification/Registration#CC .)3Q (LQ3 E-Mail Architect Name&Phone# Engineer's Name&Phone# ` Workers CompensationL )gyp► o,,�ciQe. -Li 3Lt) 0 y I k`' i t, t..-.1C_' 10- tom. . 6'b, , Exempt/Insurer/Lease Employees/Expir ion 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 requirerftents of this i , 1ermit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and It!! • here may be additional permits required from other governmental entities such as water management districts,state agencies,or !c!ti2 -deral agencies. N H o`N • )WNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all 175 n.1 e N c.4 nz ,pplicable laws regulating construction and zoning. z c o 03?-).2-,,2ARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY iz2, N3. Er a .o 'ESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ae•Nt N j C N NN 8d Fc d 0 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ' ATTORNEYnal per1,0 ; _coT 'E O: 'ING Y*UR NOTICE OF COMMENCEMENT. ilk IOW il/ 4„,„Iii,,.. _-,______ 7 „„. (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to(or a • before meet ys day of Signed and sworn to(or aff •-• before e this s day of �l 4{C-4"1 , .1 u by UwL1-- J ---[� , V�1 G I C..+ , Lk )Ve. ,by C rx _ -- b It.. _.1"...10.0– __ -...0111111.111111111111111-11 ..II ture of Notary) -Z -- [ ]Personally Known OR [�]Personally Known OR Q�j Produced Identification [ ]Produced Identification Type of Identification: Type of Identification: OFFICE COPY - .11 I ks.1,h 5.t. ,0,,...., (.6- TRINITY' ERD TABLE 1A:WOOD DECKS-NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER System Deck Base insulation Layer Top Insulation Layer Roof Cover(Note 14) No. No . - - MDP(psf) Type ' Atta Type Attach Base my _. Cap Min. • 2-Inch Min.1.5-Inch W-1. plywood or OSB at max. EnergyGuard RA, Min.0.5-inch Structodek High (Optional)One or more EnergyGuard RH, GAF 2-Part Density Fiberboard Roof GAF 2-Part BP-AA,SBS-AA BP-AA,SBS-AA,SBS-TA SBS-AA,5B5 TA or 24-inch span -52.5 EnergyGuard RN Insulation or APP TA APP-TA Min. 3Z-Inch Min.1.5-Inch Min,0.25-Inch Dens Deck, — W-2. plywiSB at max. EnergyGuard R,1, Dens Deck Prime or BP-AA,SBS-AA,SOS- BP-AA, One or more EnergyGuard RH, GAF 2-Part SECUROCI(G sum-Fiber GAF 2-PartBP-AA,SBS-AA,SOS-TA SBS-AA,SBS-TA or -52.5 24-Inch span Gypsum-Fiber TA or APP-TA or APP-TA APP-TA • EnergyGuard Rt( Roof Board t° h Min,1,5-inch Min.0,25-Inch Dens Deck, W-3, plywood or at max. EnergyGuard RA, E<PFI e or WeatherWatch XT EnergyGuard RA, GAF 1-Part `'r... GAF 2-Part Mat Surfaced Leak (Optional)SBS-TA,App- 24-inch span w_,,. .. - yASum er TA SOS-TA,APP-TA -52.5 •,,. EnergyGuard RN Roof Board Berner TABLE 1B-1: WOOD DECKS—NEW CONSTRUCTION oR REROOF(TEAR-OFF) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER System Deck Anchor Sheet Base Insulation No. Top Insulation Roof Cover(Note 14) MDP (Note ti Type Fasteners Attach Type Attach CONVENTIONAL SYSTEMS: TVPe Attach Base Ply Cap (psf) Min.1-Inch Min.0.5-inch GAFGLAS#75 Base Sheet, 32 8-inch o,c.at EnergyGuard Polyiso Structodek High Min.15/32- gin 1 min.4-inch laps Insulation, Density Fiberboard Inch Tri-Ply#75 Base Sheet, 5/8-inch dia. (Optional) W 4• plywood at GAFGLAS#80 Ultima Base tin caps with and 8-inch o.c.In EnergyGuard Ultra Hot Roof Insulation or 8P•AA SBS-AA max.24- spaced, GAFGLAS Stratavent 11 ga. two,equally Polyiso Insulation or EnergyGuard Perlite Hot BP-AA,S8S- spaced, Ener Guard RH asphalt asphaltSBS-AA, SBS-TA, -45.0 Inch span Nailable Venting Base annular ring EnergyGuard P Recover Board or Min. AA SBS-TA, APP-TA P Sheet,Ruberold 20 Smooth shank nails staggered center Polyiso or min.1.5- 0,75-Inch EnergyGuard APP-TA rows Inch EnergyGuard RA Perlite Roof insulation - or EnergyGuard RN (homogeneous) MIn.1-Inch Min.15/32- GAFGLAS#75 Base Sheet, 32 ga.,1- 8-inch o.c.at EnergyGuard Polyiso Inch Tri-Ply#75 Base Sheet, 5/84inch dia.15/32- min. laps Insulation, (Optional) GAFGLAS#80 Ultima Base and 8-inch o.c,In EnergyGuard Ultra Min.0.25-Inch Dens W-5. plywood at tin caps with Hot Deck Prime or Hot BP-AA,SBS- BP-AA, SBS-M, max.24- spaced, GAFGLAS Stratavent 1185. two,equally Polyiso insulation or asphalt SECUROCK Gypsum- asphalt AA,SBS-TA, SBS-AA, SBS-TA, -45.0 Inch span Nallabie Venting Base annular ring spaced, EnergyGuard RHAPP-TA 585-TA, APP-TA Sheet,Ruberold 20 Smooth shank nails staggered center Polyiso or min.1.5- Fiber Roof Board rows Inch EnergyGuard RA APP TA or EnergyGuard RN Exterior Research and Design,LLC.d/b/a Trinity)ERD Certificate of Authorization 49503 PBC NON-1-1V1-12 EVALUATION;GAF Modified Bitumen Roof Systems Evaluation Report 01506.11.04-R18 for FL5680-RI8 Prepared by: Robert Nleminen,PE-59166 GAF;(800)766-3411 Revision 18:04/12/2017 Appendix 1,Page 5 of 85 'fir { APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE „ ~I T I IIERD Table Deck Application Type Description 1A Wood New, Reroof(Tear-Off)or Recover C Mech.Attached Insulation, Bonded Roof Cover Page 18 Wood New, Reroof(Tear-Off) or Recover p 2 Insulated, Mech.Attached Base Sheet, Bonded Roof Cover 2 1C-1 Wood New or Reroof(Tear-Off) E Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 1C-2 Wood New, Reroof(Tear-0 or Recover E 2 Non-Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 3 The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented t proper codified and/or FBC Approval documentation. hrough 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 #12 or #14 HD with OMG 3 in. Galvalume Steel Plate or Tru-Fast DP or HD with MP-3 Plates. Minimum 3/4-Inch penetration or minimum 1-inch wood plank embedment. /a Inch plywood 3. Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard DensDeck DuraGuard, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-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, perlite, DensDeck, Densbecl< Prime, 4. 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. 5, For assemblies where all components are fully adhered, 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. 6. 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. g 7. 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 satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52pANSI/SPRI9IA-pressures on I or TAS 124 its own merit to the 8, "MDP"= Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity IERD Certificate of Authorization#9503 Evaluation Report Date of Issuance:.12.11 for 2/09/2FL948 -R1 Prepared by: Robert Nieminen, PE 59166 of 12/09/2011 Appendix 1, Page 1 of 3 it '... _ i '\.,i TRIM 1 6 !ERD TABLE 1A: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULA.T YON, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof DeckNo. Layer Roof Cover Type Fasteners 1111=211 Base Ply Cap MOP(psf) Min. 19/32"plywood at (Optional)One or Min. 3/8 inch W-1 11111 max.24"spans attached more layers,any SECUROCI<Gypsum- See Note 2 1 z with Sd common or ring combination,loose Fiber Roof Board per 1 ft EasyBase (Optional) EasySticl'<Plus shank nails,6"o.c. laid EasyBase TABLE 1B: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE 0: INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Insulation Layer Base Sheet No. Roof Deck Roof Cover Type Attach Type Fasteners Min. 19/32"plywood at plyMIZE MOP(psf) W-2 max. 24"spans attached Any type, 10-Inch o.c. In the min.4- with 8d common or ring thickness or Loose laid EasyLay See Note 2 Inch lap and 10-Inch o.c.In shank nails, 6"o.c, combination two, equally spaced, EasyBase EasySttck Plus -60.0 staggered center rows TABLE iC-1: WOOD DECKS—NEW CONSTRUCTION or REROOF(Tear-Off) SYSTEM TYPE E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Roof Deck No. Roof Cover Type Fasteners Attach MDP(psf) Min. 19/32"plywood at max.24" and min. 32 12 ga. annul9ra./ 1-5/8'Ing shank nails 7-Inch o.c. In the 4-Inch lap and 7- W-3 spans attached with 8d common EasyLay nails,6"o.c, diameter tin-caps. (Ref: FBC Inch o.c.in three, equally spaced, EasyBase EasySticl<Plus -45.0 1517.5) staggered center rows Min. 19/32"plywood at max.24" 12 ga. annular ring shank nails W-4 spans attached with 8d ring EasyLay and min. 32 ga., 1-5/8" 7-Inch o.c.In the 4-Inch lap and 7- diameter tin-caps. (Ref: FBC inch o.c.In three,equally spaced, EasyBase Eas Stick Plus -60.0 shank nails, 6"o.c. 1517.5) staggered center rows y Exterior Research and Design, LLC.d/b/a TrinitylERD Certificate of Authorization#9503 Evaluation Report Date of Issuance:.12.11 for 2/09/2-R1 Prepared by: Robert NIeminen, PE-59166 of 12/09/2011 Appendix 1, Page 2 of 3 --u. �`.., ', t TRINITY!ERD TABLE 1C-2: WOOD DECKS—NEW CONSTRUCTION, REROOF(Tear-Off)or RECOVER SYSTEM TYPE-E: NON-INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF System No. Roof DeckCOVER Type Fasteners Roof Cover in Min. 19/32"plywood at max.24" � spans attached with 8d common See Note 2 10-Inch o.c. In the min. 4-1nch lapCap MDP(psf) or ring shank nails, 6"o.c. o.c.In two,equally spaced,staggered center0lh rowsEasyBase EasyStick Plus -60.0 TABLE 1D: WOOD DECKS—NEW CONSTRUCTION or REROOF(Tear-Off) SYSTEM TYPE F: BONDED ROOF COVER System No. Roof Deck Roof Cover 11111r - Cap MDP(psf) x 75.0 psf Exterior Research and Design, LLC.d/b/a TrfnityIERD Certificate of Authorization #9503 Prepared by: Robert Niemen, PE-59166 Evaluation Report Date of 1.12.11 for 2/09/2 FL9487-R1 of Issuance: 12/09/2011 Appendix 1,Page 3 of 3 1").- N. EXTERIOR RESEARCH&DESIGN, LLC. Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET,UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Tarco Roofing Evaluation Report 10880.07.08-R9 One Information Way,Suite 225 FL10450-R9 Little Rock,AR 72202 Date of Issuance:07/11/2008 (254)913-7750 Revision 9:10/03/2017 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 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Tarco 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. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity'ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert 1.M.Nieminen,P.E. %°s-:',�,icr%<c The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCAANE1983 ' ` `'^ (JF,ter^,\a�. P.E.on 10/03/2017.This does not serve as an electronically signed L ``�'�•'ru;rN,s document. CERTIFICATION OF INDEPENDENCE: 1. Trinity'ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity'ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Tarco Roof Underlayments,as produced by Tarco Roofing,have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.1.1,T1507.1.1 Physical Properties ASTM D226 2009 1507.1.1,T1507.1.1 Physical Properties ASTM D4869 2016 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.2.9.2 Physical Properties ASTM D3909 2012 1507.2.9.2,FRSA/TRI April 2012 Physical Properties ASTM D6380 2013 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 FRSA/TRI April 2012 Physical Properties ASTM D6164 2011 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) FRSA/TRI April 2012(04-12) T33190.08.10 08/06/2010 ERD(TST6049) ASTM D1970 T32530.08.10 08/17/2010 ERD(TST6049) ASTM D1970 T30160.08.09-R1 10/12/2010 ERD(TST6049) FM 4474 T37610.07.11 06/29/2011 ERD(TST6049) ASTM D3909 T40780.04.12 04/06/2012 ERD(TST6049) ASTM D6380 T40790.04.12 04/06/2012 ERD(TST6049) ASTM D6164 135410.04.12 04/18/2012 ERD(TST6049) ASTM 01970 T45250.04.13-R2 04/23/2013 ERD(TST6049) FRSA/TRI April 2012(04-12) T43930.09.13-R2 09/11/2013 ERD(TST6049) ASTM D226&D4869 SC4950.02.14-R2 06/25/2014 ERD(TST6049) ASTM D1970 TAR-SC9480.15 07/02/2015 ERD(TST6049) FM 4474 TAR-SC8020.14 12/03/2015 ERD(1516049) FM 4474 TAR-SC5670.03.16 03/21/2016 ERD(TST6049) FM 4474 T6460.06.07-R2 05/26/2017 ERD(TST6049) ASTM D226 TAR-SC13965.02.17-R1 05/17/2017 ERD(TST6049) FBC 1507.1.1(Exception) TAR-SC16115.17 10/02/2017 ERD(TST6049) FRSA/TRI April 2012(04-12) TAR-SC16115.17 10/02/2017 PRI(TST5878) ASTM D1970 BRY-018-02-01 08/11/2003 PRI(TST5878) ASTM D1970 BRY-017-02-01 08/11/2003 PRI(TST5878) ASTM D226 TOT-014-02-02 05/18/2004 PRI(TST5878) ASTM D226 TOT-015-02-02 05/24/2004 PRI(TST5878) ASTM D4869 TOT-009-02-01 09/14/2004 PRI(TST5878) ASTM D4869 TOT-009-02-02 09/14/2004 PRI(TST5878) ASTM D226 TOT-041-02-01 05/24/2006 Miami-Dade(CER1592) FBC HVHZ Certification 16-1116.09 01/12/2017 Tarco Roofing Adhesive compound Affidavit 12/15/2015 UL,LLC.(QUA9625) Quality Assurance Service Confirmation Exp.06/28/2020 Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 2 of 10 TRINITY ERD 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: LeakBarrier MS300 Ice and Water Armor is a self-adhering, glass mat reinforced, mineral surfaced, SBS modified roof underlayment; meets ASTM D1970. LeakBarrier P• 5200HT Ice and Water Armor is a self-adhering, glass mat reinforced, fabric surfaced, SBS modified roof underlayment;meets ASTM D1970 and FRSA/TRI April 2012(04-12). LeakBarrier P• 5200Mu Ice and Water Armor is a self-adhering, glass mat reinforced, smooth poly film surfaced,SBS modified roof underlayment;meets ASTM D1970. LeakBarrier NR500HT is a self-adhering,plastic film surfaced,modified underlayment;meets ASTM D1970. LeakBarrier S• S400 Ice and Water Armor is a self-adhering, fiberglass reinforced, smooth surfaced modified underlayment;meets ASTM D1970. 4.2 Mechanically Fastened Underlayments: Tarco 15 is an asphalt-saturated organic felt;meets ASTM D226,Type I. Tarco 30 is an asphalt-saturated organic felt; meets ASTM D226,Type II. Tarco NO 30 is an asphalt-saturated organic felt;meets ASTM D4869,Type II. LeakBarrier EasyLay is an asphalt-coated polyester fabric roof underlayment; meets physical requirements of ASTM D226,Types I and II. 4.3 Mechanically Fastened and/or Bonded Underlayments: Fiberglass Mineral Surfaced Roll Roofing is a glass-fiber-reinforced, asphalt-coated, granule surfaced underlayment used as a valley liner;meets ASTM D3909. ASTM Organic Mineral Surface Tile Underlayment is an asphalt-saturated organic roll roofing sheet; meets ASTM D6380,Class M. LeakBarrier EasyMopT"SBS is a polyester reinforced,SBS modified bitumen roofing underlayment; meets FRSA/TRI April 2012(04-12). 4.4 Mechanically Fastened Base Sheets: LeakBarrier E• asyLay UDL 15 consists of a woven-polymeric scrim with a textured fabric on the top surface; meets FBC 1507.1.1(Exception). Within this Evaluation Report, it is used as a base sheet in multi- ply underlayment systems. See FBC File No.FL16884 use as a stand-alone roof underlayment. LeakBarrier' E• asyLay UDL Basic consists of a woven-polymeric scrim with a textured fabric on the top surface; meets FBC 1507.1.1 (Exception). Within this Evaluation Report, it is used as a base sheet in multi- ply underlayment systems. See FBC File No.FL16884 use as a stand-alone roof underlayment. LeakBarrier E• asyLay" UDL 50 consists of a woven-polymeric scrim with a non-woven fabric on the top surface and a rubberized polymeric coating on the back surface; meets FBC 1507.1.1 (Exception). Within this Evaluation Report, it is used as a base sheet in multi-ply underlayment systems. See FBC File No. FL16884 use as a stand-alone roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization 119503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 3 of 10 CTRINITY ERD 5.4 Tarco Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail-On Tile Foam-On Tile Metal &Shingles Slate LeakBarrier MS300 Yes No No No Yes Yes LeakBarrier PS200HT Yes Yes Yes Yes Yes Yes See 5.5.2 LeakBarrier PS200M" Yes No No Yes Yes Yes LeakBarrier NR500HT Yes No No Yes Yes Yes (No copper or zinc) LeakBarrierSS400 Yes No No No Yes Yes Yes Yes LeakBarrier EasyLay Yes (as base sheet in (as base sheet in Yes Yes Yes multi-ply system) multi-ply system) LeakBarrier EasyLay UDL 15, Yes Yes Yes Yes Yes Yes UDL Basic or UDL 50 (See FL16884) (as base sheet in (as base sheet in (See FL16884) (See FL16884) (See FL16884) multi-ply system) multi-ply system) Tarco 15 Yes No No Yes Yes No Yes Yes Tarco 30 Yes (as base sheet in (as base sheet in Yes Yes Yes multi-ply system) multi-ply system) Tarco NO 30 Yes No No Yes Yes Yes Fiberglass Mineral Surfaced Yes Roll Roofing Valley Liner per No No No No No 1507.2.9.2(2) ASTM Organic Mineral Yes No Yes No No No Surface Tile Underlayment See 5.5.2 LeakBarrier EasyMop SBS No Yes Yes No No No See 5.5.2 5.5.1 Tarco 15,Tarco 30,Tarco NO 30 and EasyLay may be used as a mechanically attached base layer followed by a LeakBarrier self-adhering top layer or asphalt-applied ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS with allowable roof covers noted above for the respective top layer underlayments. 5.5.2 "Foam-On Tile"is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS1 Adhesive Florida Product Underlayments Approval ICP Adhesives Polyset®AH-160 FL6332 LeakBarrier PS200HT,ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 4 of 10 TRINITY ERD 5.6 Allowable Substrates: 5.6.1 Direct-bond to deck: LeakBarrier MS300, LeakBarrier PS200HT, LeakBarrier PS200mu, LeakBarrier NR500HT or LeakBarrier SS400 self-adhered to: > New untreated plywood(unprimed or primed with ASTM D41 primer); > Existing plywood(unprimed or primed with ASTM D41 primer); > New or existing OSB(unprimed or primed with ASTM D41 primer); > Structural concrete(unprimed or primed with ASTM D41 primer). Note: Tarco does not require priming of new or existing plywood or OSB sheathing. New or existing sheathing should be cleaned of all dirt and debris prior to application of LeakBarrier membranes. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to: > ASTM D41 primed structural concrete. Note: Refer to Section 5.6.4 for uplift limitations associated with direct-deck underlayment installations where the overlying roof cover is foam-on tile roofing. 5.6.2 Bond to Mechanically Attached Base Sheet: LeakBarrier MS300, LeakBarrier PS200"T, LeakBarrier PS200"', LeakBarrier NR500"T or LeakBarrier SS400 self-adhered to: > ASTM D226,Type I or II felt; > ASTM D4869 felt; > LeakBarrier EasyLay, LeakBarrier EasyLay UDL 15, LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50. ASTM Organic Mineral Surface Tile Underlayment or LeakBarrier EasyMop SBS in hot asphalt to: > ASTM D226,Type I or II felt; > ASTM D4601,Type II base sheet. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein,or as tested in accordance with FBC 1504.3.1. 5.6.3 Bond to Other Substrate Types: LeakBarrier MS300, LeakBarrier PS200"T, LeakBarrier PS200"', LeakBarrier NR500111-or LeakBarrier SS400 self-adhered to ASTM 041 primed metal (flashing metal,valley metal,etc.) 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on 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/TRI April 2012 (04-12)and are used in foam-on 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/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-75.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction Primer: (Optional)ASTM 041 Base Ply: (Optional)LeakBarrier PS200M",self-adhered. Underlayment: LeakBarrier P5200"T,self-adhered. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 5 of 10 TRINITY ERD #2 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction Primer: (Optional)ASTM D41 Joint Treatment: Plywood joints are covered with 4-inch wide strips of LeakBarrier PS200MU or LeakBarrier EasyBase, rolled into place to create continuous bond Base Ply: (Optional)LeakBarrier PS200",self-adhered Underlayment: LeakBarrier PS20011T,self-adhered. #3 Maximum Design Pressure=-217.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Base Ply: (Optional)LeakBarrier PS200",self-adhered Underlayment: LeakBarrier P52005T,self-adhered. #4 Maximum Design Pressure=-45.0 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay UDL 15,LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls);See FBC FL16884. Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 8"o.c.at three(3)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200mu,self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. #5 Maximum Design Pressure=-60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 7"o.c.at the 4-inch wide side laps and 7"o.c.at three(3)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200M",self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. #6 Maximum Design Pressure=-60.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay UDL 15,LeakBarrier EasyLay UDL Basic or LeakBarrier EasyLay UDL 50(48"wide rolls);See FBC FL16884. Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 6"o.c.at the 4-inch wide side laps and 6"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200M',self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. #7 Maximum Design Pressure=-82.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: Simplex MAXX Cap Fasteners Spacing: 8"o.c.at the 4-inch wide side laps and 8"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier P5200M',self-adhered Underlayment: LeakBarrier PS200"T,self-adhered. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 6 of 10 TRINITY ERD #8 Maximum Design Pressure=-120.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: LeakBarrier EasyLay Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails and 1-5/8-inch diameter tin caps Spacing: 4"o.c.at the 4-inch wide side laps and 4"o.c.at four(4)equally spaced,staggered center rows. Base Ply: (Optional)LeakBarrier PS200MU,self-adhered Underlayment: LeakBarrier PS200HT,self-adhered. 5.6.4.1 All other direct-deck, adhered Tarco underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.2 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 1A. 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 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. 5.7 Exposure Limitations: LeakBarrier EasyLay, ASTM Organic Mineral Surface Tile Underlayment and LeakBarrier EasyMop SBS shall not be left exposed for longer than 180-days after installation. LeakBarrier PS200"T shall not be left exposed for longer than 120-days after installation. LeakBarrier M5300, NR500"T, P5200Mu or SS400 shall not be left exposed for longer than 30-days after installation. Tarco 15, Tarco 30 and Tarco NO 30 shall be covered as soon as possible after installation; exposure for more than 24 hours after installation could adversely affect performance. 5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)); When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope LeakBarrier PS200HT Flat 10-tile stack or 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 6:12 Flat 6-tile stack(4 over 2) 5:12 LeakBarrier EasyMop SBS Lugged 6-tile stack(4 over 2) 6:12 Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 7 of 10 TRINITY ERD 6. INSTALLATION: 6.1 Tarco Roof Underlayments shall be installed in accordance with Tarco Roofing published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 LeakBarrier®MS300,PS200HT,P5200Mu,NR500HT or SS400 Ice and Water Armor: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Cut to manageable sections and allow to relax prior to application. Membrane Application: ➢ Place a full width piece on the prepared substrate, aligned parallel to the eave edge and extend approximately 3/8"over the eave and rake with the selvedge edge positioned upslope. ➢ Fold back the upslope half of the sheet and remove the exposed release film,taking care not to displace the membrane ➢ Working from the centerline out, roll the membrane onto the substrate, taking care to avoid wrinkles and ridges ➢ Apply a 1/16"thick layer of asphalt plastic cement over the eave and rake metal, extending 2" to 3" onto the deck surface. ➢ Fold back the downslope half of the sheet, remove the release film and roll the membrane onto the substrate from the centerline out. ➢ Seal all 6" end laps with a 1/16" thick application of asphalt plastic cement and stagger all end laps minimum 36". ➢ Remove selvage release film,if present,and install second and subsequent courses in a similar manner. ➢ Install capped or tin-tagged nails 6"o.c.along the centerline of the laps. ➢ At all T-joints,where an end-lap and the next overlapping course intersect,apply a bead of roofing laps cement before the overlapping course is laid. ➢ Roll the entire surface with a weighted roller,paying particular attention to side laps,end laps and eave /rake areas to ensure a complete bond. 6.3.3 Tile Applications(PS200"T only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Wait a minimum of 24 hours prior to loading roof tiles. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self-adhering top sheet(s),Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. Refer to Section 5.8 for tile staging limitations. If tiles are to be left in a staged condition for more than 30 days,Tarco Roofing requires tiles be staged two tiles perpendicular to slope, four tiles on top, parallel to slope,regardless of the allowance in Section 5.8. 6.3.4 Multi-Ply Underlayment Systems: LeakBarrier® SS400 Ice and Water Armor followed by LeakBarrier® SS400 Ice and Water Armor (direct-to- deck per 5.6.1 or over mechanically attached base sheet per 5.6.2)is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a multi-ply underlayment system is desired. Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 8 of 10 TRINITY ERD 6.4 Tarco 15 and 30: 6.4.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type I (Tarco 15)or ASTM D226 Type II (Tarco 30) underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Tile Applications(Tarco 30 only): Tarco 30 is limited to use as a mechanically attached base sheet in the "Two Ply System"from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. 6.5 Tarco NO 30: 6.5.1 Shall be installed in compliance with the codified requirements for ASTM D4869, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6 LeakBarrier EasyLay: 6.6.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.6.2 Non-Tile Applications: Place a full width section of EasyLay,parallel to the eave edge of the roof and unroll 2 to 3 feet with the lay lines facing up,and position to the edge of the eave and rake. Install a few fasteners at the top,near the rake, and roll out the sheet to a manageable length. Pull, straighten and align the sheet so that any wrinkles are eliminated and the sheet is even with the eave edge. Fasten with 3/8"headed roofing nails or 1"capped (plastic or metal) nails, driven by hand or pneumatically,spaced 6"o.c.at all laps in the center of the seam area,and two staggered rows fastened 12"o.c.in the field of the sheet. Install nails such that the head of the nail is flush with the surface, without cutting into the surface. Fasten from the top to avoid walking or kneeling on unsecured sheet. Continue to the end of the substrate and fasten down. Align the next roll over the preceding sheet so as to form a minimum 4", water-shedding lap,and install per instructions above. Apply subsequent sheets in the same manner, with minimum 4" water-shedding laps and minimum 8"end-laps,which are staggered minimum 36"fro the preceding course. For double layer applications, follow the instructions noted above, but using a minimum 19", water- shedding side lap. Allow for minimum 6"up the vertical transitions and minimum 6"over hips and ridges. At valleys,first install a vertical length of EasyLay down the center of the valley,then start at the low point and work to the high point, rolling the membrane from the center outward in each direction,ensuring no wrinkles or tears. Covered with valley-metal or other valley lining material in accordance with NRCA recommendations. Apply a thin coat of asphalt plastic cement to waterproof areas where any cuts or tears have occurred. Seams or joints that require adhesive or sealant can be treated with high quality plastic cement(asbestos free). 6.6.3 Tile Applications,base layer in multi-ply system: LeakBarrier EasyLay is limited to use as a mechanically attached base sheet in the"Two Ply System"from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012(04-12)Installation Manual Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 9 of 10 TRINITY ERD 6.7 ASTM Organic Mineral Surface Tile Underlayment and LeakBarrierTM EasyMop SBS: 6.7.1 Shall be installed in compliance with current Tarco Roofing published installation requirements. For use in tile applications: ✓ ASTM Organic Mineral Surface Tile Underlayment and LeakBarrierT" EasyMop SBS are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 6.8 Tile Staging: 6.8.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Tarco Roofing published requirements for tile staging. 6.8.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed,such as the use of battens or nail-boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.8.3 Tarco Roofing specifies the minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight(48)hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Product(s) ASTM D226 LeakBarrier EasyLay,Tarco 15,Tarco 30 ASTM D4869 Tarco NO 30 ASTM D3909 Fiberglass Mineral Surfaced Roll Roofing Greencastle, ASTM D6380 ASTM Organic Mineral Surface Tile Underlayment PA LeakBarrier'MS300 Ice and Water Armor, LeakBarrier PS200M"Ice ASTM D1970 and Water Armor,LeakBarrier SS400 Ice and Water Armor ASTM D1970&FRSA/TRI 04-2012 LeakBarrier PS200HT Ice and Water Armor FRSA/TRI 04-2012 LeakBarrier"EasyMop'"SBS ASTM D226 LeakBarrier EasyLay,Tarco 15,Tarco 30 ASTM D4869 Tarco NO 30 Belton,TX ASTM D1970 LeakBarrier'MS300 Ice and Water Armor, LeakBarrier PS200MU Ice and Water Armor,LeakBarrier SS400 Ice and Water Armor ASTM D1970&FRSA/TRI 04-2012 LeakBarrier PS200Hr Ice and Water Armor Coshocton,OH ASTM 01970 LeakBarrier NR500HT Gujarat,India LeakBarrier EasyLay UDL 15,LeakBarrier EasyLay UDL Basic, FBC 1507.1.1(Exception) LeakBarrier EasyLay UDL 50 9. QUALITY ASSURANCE ENTITY: UL, LLC.—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 10880.07.08-R9 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10450-R9 Tarco Roof Underlayments;(254)913-7750 Revision 9:10/03/2017 Page 10 of 10 NOTICE OF COMMENCEMENT Permit No. 1 :90P/S'0e(3)S Parcel ID/Tax Folio No. .Th 1 lD. - DDD( State of Florida, County of Duval OFFICE COPY 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 propgrty and adc ess if avails e): 2. GgereraiTyescriptipn of improvements: rO(7 Owner Information: 0 a)Name and Address: te(2(' C `,^ 661-1 t 1 t-l.‘ Stri•E - 04-14 ,41' 661-al R-- b) Interest in property: c)Name and address of simple titleholder(if other than owner): 4. Contractor Informal a)Name and Address: o c r ,� , ,.r 15 i• 3� b) Phone Number: 011D-t- - �� o�� C� 1 5. Surety Information: a)Name and Address: b)Phone Number: c)Amount of Bond: $ 6. Lender Information: a)Name and Address: b)Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1)(a)7, Florida Statutes: a)Name and Address: b)Phone Numbers of Designated Person: 8. In addition to himself/herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b),Florida Statutes. a)Name and Address: b)Phone Number of person or entity designated by owner: 9. 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 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. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true tobelief. the best of my knowledge and ogi / ' .,N & gnature o,wrier or Owner's Authorized Officer/Director/Part ner,'lan_ager Signatory's Printed Nmne Title/Office V The foregoing instrument was acknowledged before me this ) day of k----(a f C-a, , 201 g by 1 k.r� n as for . (Name of Person) (Type of Authority,i.e.Officer/Attorney) (Name of Party Instrument was Executed for) - 1 synNotary Public State of Florida Y PUBLIC, STATE OF FLORIDA Nicholas Joshua Brower A f'C!(�Q I qs • 4 My Commission GG 181978 Print Name: 1 V E r oQ .., Expires 02/01/2022 Doc#2018051060,OR BK 18302 Page 1926, ❑ P onally Known Number Pages:1 dentification'Type: .D./ . Recorded 03/05/2018 12:24 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY Revised 1/18/18 RECORDING $10.00