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Home My WebLink About2700 S SANFORD AVE 18-4377K FORD ; FIRE DEPARTME\i Building & Fire Prevention Division PERMIT APPLICATION Application No: 18 q 7,1-11 Documented Construction Value: S 48,020.00 Job Address: 2700 S SANFORD AVE SANFORD, FL 32771 Historic District: Yes❑No❑ Parcel ID: 01-20-30-300-0090-0000 Residential❑ Commercial❑ Type of Work: New❑ Addition❑ Alteration❑ Repair❑ Demo❑ Change of Use❑ Move Description of Work: Re Roof Plan Review Contact Person: Ray Adcock Phone: 407416-8405 Fax: Name DOT -MAR INC Street: 2700 S Sanford Ave. City, State Zip: Sanford, FL. 32771 Name Ray Adcock Roofing Street: 1405 S Riverside Dr. City, State Zip: Edgewater, FL. 32132 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Title: President Email: customerservice@rayadcockroofing.com Property Owner Information Phone: 407-687-0986 Resident of prorfrty? : Contractor Information Phone: 407416-9405 Fax: State License No.: CCC1327258 Arch itecVEngineer Information Phone: Fax: E-mail: Mortgage Lender: N/A Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6i6 Edition (2017) Florida Building Code Revised: January I, 2018 Permit Application h 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. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 10/23/18 Signature of Owner/Agent Dale Signature opt Contractor/Agent Date Ray Adcock Print Owner/Agent's Name Print Contractor/Agent's Name io-a�--rg Signature of Notary -State of Florida Date Sq aW of otary$tate of Florida Date- J. .... LEIGH WnTICB ry Public - State of Florida p GG 238409 omm. Expires Jul 30, 2022rough National Notary Assn.Owner/Agent is Personally Known to Me or Cont wn to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: j"TS��, Revised: January I, 2018 Permit Application 1405 S. Riverside pLgewner, FL 32133 2 (/rooft (407)416-9405 my@rayadcock oof ng.com ES MATEXONTRACT ADDRESS EgrmL Vicki Bishop Cattle Ranch/ DOT -MAR INC 2700 Sanford Ave. Sanford, FL. 32773 (407) 687-0986 JOB DESCRIPTION 2""f (S&L) Removal of all existing shingles and modified to the deck surface. Replacement of any damaged or deteriorated decking trusses, facial, etc. and flashings at additional cast. Rerad decking with 8 peony rmg shank nails as per code. Install nevi Rhino Roof U20 synthetic urderlaymem fastened with plastic cap simplex on shingle portions Install new Tamko Heritage Series 30 yr. Architectural Laminated Asphalt Shingles fastened with 6 nails per shingle. Insall new Ice and Water shield in all valleys. Install modified bitumen in dead valley. Install new Certamiced Fim lastic SA Install nevi Certaint ed FlirNastic SA cap sheer peel and stick. Install new26 gauge painted drip edge. Replace all plumbing pipes with new lead boots. Replace bath and vemhla ion veals. Iastaff (1) new recto flaw for electric pole. Clem up all grounds and haul away all debris. ACrd 461 DATE 04/032018 AdMdmd Cab (Hregdmd) sothxidd In toW Bad Wood: $70.00 per shat of plywood. $5.50 pa R Is, 2s, facial, sub -facial, scab treses, em. $7.50 per R, if Cedar Bad Flashings: $8.00 per 4x5 L-Fittshing SpedAl Nom Any roof top egmpmerr, such as A/C. stove, fi=er em. a the owners responsibility. Dtvner agrees to have equipment removed by number contractor. Includes back side of mansard roof only. Front mansard roof area not included to tbis estimate. Wmnny 5 yta on Workmanship. 12 yrs Caamteed Flmtlastic. 30 yrs on Shingle Materials. PMINUMi S&O" & Teras payment is due in FULL upon completion Cash, Check or Credit Card If paying by credit card there is a processing fee of 2.360/. By dgahrg this esthnate you are agreeing to the terms as stated and acknowledge by doing so. this estimate becomes a contract between you mid Ray Adcmdr Roofing AMOUNT 48,020.00 For accephauss please, peon, s and date. TOTAL $48 020.00 Owner(pr mt & title):- 41 146 P 4nu I(I D e/)-Ij- Oviar(sigmatiue): Date�L% f� Contactor. RaaymApducnaic , Date: I /9 18 ): Accepted By Accepted Date We thank you for the oppotttmity! i i 1 L^ , \� r _ 1. � � � �. � 1 � '� �I .. .` . _ �.� �� I I �. � .,. -� .+ ,� I �, . , . �I � ; ��++ �1J ; �- .. .� i .. l I •� I �� :� i �i if �1 _ �• 1 ;I I - _. _, .I I .. Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018121405 Book:9236 Page:979, (1 PAGES) RCD: 10/22/2018 11:16:34 AM REC FEE $10.00 THIS INSTRUMENT PREPARED BY: Name: Ta nn KeI ft Adcock R00l3rt Address: 1405 S. Piverside Dr. 32132 NOTICE OF COMMENCEMENT Permit Number. _ 15 T q371 1 Parcel 10 Number: __ 01-20-39:10-0090-00-00 The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided M this Notice of Commencement. 'L DESCRIPTION OF PROPERTY. (Legal description of the property and street address if available) SEC 01 TVlfP 20S RGE 311E 2 GENEM DESCRIPTION OF iMPROVEB ENT: --- Re-Roof 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: DOT -MAR INC 2700 S SANFORD AVE SANFORD FL 32771 Interest In property: Owner Fee Simple Title Holder (if other than owner listed above) Name: n/a Address: 41. CONTRACTOR: Name: -Ray Adak Phone Number: 407-416-8405 Address: 1405 S. Riverside Dr. Edgewater, FL. 32132 S. SURETY (if apptical ft a copy of the payment bond Is attached): Name: n/a Address: Amount of Bond: 6. LENDER: Name: n/a Phone Number. Address: 7. Persons within the State of Florida Designated by Owner upon whom nodce or otfmr documents may be served as provkled by Seation 713.13(1xa)7., Florida Stakdes. Name: rda Phone Number: Address: 8. in addition, Owner designates nla of to receive a copy of the UencWs Notice as provided M Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Data of Notice of Commencement (The expiration Is 1 year from date of recording unless a different date is specified) -ABiMM- QK%? ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE IMPROPER PROPER 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. ( l rand or Owrtefs Of Lesaos's (PrEet (same and Provide s1woft o'n ) ` W4 State of — County Of _ g t��,•�L The foregoing Instrument Was acknowledged before me this by � ' r_� � �'71 �1.,., -, Who is v �T 'Vj� ed- - personally known too me UYOR ., e. e.., ... �............ who has produced kwon 0 type of Mon fficadon produced: LEtGII WITH Notary Public - State of Fico Conmiston 9 GG 238409 orr My Coram. Expose hrl 30, 2022 Ptomry Sigtal�ere Bonded thtm* Nattonal hairy Assn. '1 �- 1 _ . ; . _ ., ,_ . . -� f ., }- �'�� i _ .. ._ �- '° _ .. jj ;I I 1 .;� I,. .. � .. F � - . �� , .� ,� -� - :, ,� _; .. ;I I � ., i .i � ., `� � .. �, _ .. r ��,.. .. _ . NOTICE OF COMMENCEMENT AFFIDAVIT Attached is a copy of the Notice of Commencement for: Address 2700 S Sanford Ave. Sanford, FL. 32771 Parcel Number 01-20 - 30-300 - 0090 - 0000 that has been filed for recording with the Clerk of the Circuit Court. Permit Number Applicant Signature State of Florida County of Seminole Sworn to (or affirmed) and subscribed before me this 23rd day.of October 2018 , by who is personally known to ie or who has produced (t a of ID) as identif t' S' ure Notary Public, State of Florida Notarial Seal . ........ '! LEIGH W17 TICK Notary Public - State of Florida -�: Commission I GG 238409 :?'aF � My Comm. Expires Jul 30, 2022 Bonded through National Notary Assn. yp Hca ion. e✓ Print, Typ or Stamp Name of Notary I= Proryg(ty Record Card Parcel: 01-20-30.3004)0904000 Property Address: 2700 S SANFORD AVE SANFORD, FL 32771 Parcel 01-20.703060090-0000 1 OwnaDOT-MAR INC $5,717.00 � PropertyAtltlrmns s�27005 SANFORD AVE SANFORD. Fl- S2771 Values EE�Mailing 2700 S SANFORD AVE SANFORD. FL 32773-5252 — Cost/Market j Subdivision Name' Number of Buildings {� 1 I � Tax Dlsincl i Si-SANFORD $176,197 DOR Use Code 21 -RESTAURANT j Depreciated E%FT Value Examphons 54,659 6 O 10 5725.100 Land Value Ag Yes Improved ' f � $309,396 75 -n j fl UilttF �T . ,. 127 Save Our Homes Ad) $0 G 139 in .� Amendment Atll Legal Description SEC 01 TWP 20S RGE WE E 139 FF OF W 289 FT OF 225 FT OF E IM OF N 1/4 OF NE 1/4 OF BE 1/4 Tales Fsc- anagement) s Sales WARRANTY DEED WARRANTY DEED WARRANTY DEED WARRANTY DEED WARRANTY DEED No Gomparapa, Seb Land Value 511tmmary I 12018 Working 12017 Caddied - $5,717.00 VaNe Values Valuagon Method Cost/Market CoaOMarket Number of Buildings 1 1 Depreciated Bldg Value $176,197 5170,488 j Depreciated E%FT Value $4.659 54,659 f Land Value Market) $128,SW 5725.100 Land Value Ag Yes Improved ' JusVMarket Value_' $309,396 $300,247 P ortatift Adl . ,. Improved Save Our Homes Ad) $0 1 I .� Amendment Atll $0 $0 PBG Atli $0 $0 li Assessed Value $309.396 $300.247 Tw AmountNllhorrt SOH: $5,717.00 2017 Tax Bpi mw n11 Amount $5,717.00 Tax TaxEstinusto Impure l Save Our Hames Savings: V,00 TRIM Noticeelelp _ $200.000 Does NOT INCLUDE Non Ad Valorem Assessmems Assessment Value Exempt Values Taxable Value $309396. $0 $309,396 $309.396 - - $0 _.. - - $309.396 $309,396 $D $309.396 $309.396 $0 $3D9,396 $309,396 $0. $309,396 1/1/1984 01523 0688 $225,000 No - — Impure l --97111983 - -911/1982 01037 _8867 _ $200.000 No _ Improved _ 01412 - 1261 $120,000 Ves Improved ' 1/1/1977 01130 0801 $100.000 Yes Improved ' —_- 1/1/1976 _ 01103_—_- .1323 _ $87.000 No Improved TT— — Method Frontage Deem I Units Unite Price i Land Value SOUAREFEET 000 000 31275 $4.1t $128,590 Butitlhg In t,"r atlon ia Description Year Bull Stories Total SF 1 FA Wag p ActuallEtterliva I Adl Value Rapt Value I Appaxiges Ptmft data don not odabuft bm Ow Somboub ComV PpVwIV Approbees of5m Far debft at q� a pwrdt Pkage caw aw bagdtoa depsrI , t of On Im dtshtt to wAfth the pnopcegr b locaftd. Extra FeaWies i :� �� ;; '� � �. �, :� . �,� . f j Florida Department of State DIViSiON OF CORPORATIONS tit -j ��,� or f .; rf, .J , r, r r Department of State I Division of Comorations I Search Records I Detail By Document Number I Detail by Entity Name Florida Profit Corporation DOT -MAR, INC. Filing Information Document Number G79609 FEIIEIN Number 59-2393020 Date Filed 01/20/1984 State FL Status ACTIVE Principal Address 2700 SOUTH SANFORD AVENUE SANFORD, FL 32773-5252 Mailing Address 2700 SOUTH SANFORD AVENUE SANFORD, FL 32773-5252 Registered Agent Name & Address BISHOP, VICKI 4221 MEETING PL SANFORD, FL 32773 Name Changed: 01/06/2016 Address Changed: 01/06/2016 Officer/Director Detail Name & Address Title Secretary, Treasurer BISHOP, RICKY 4221 MEETING PL SANFORD, FL 32773 Title President BISHOP, VICKI 4221 MEETING PL SANFORD, FL 32773 Title VP AMMERMAN, CINDY 122 SANORA BLVD SANFORD, FL 32773 Annual Reports Report Year Filed Date 2016 01/06/2016 2017 04/25/2017 2018 04/18/2018 Document Images /2018 — ANNUAL REPORT View image in PDF format 04/25/2017 — ANNUAL REPORT View image in PDF format I 0/06/2016 — ANNUAL REPORT View image in PDF format 04/22/2015 —ANNUAL REPORT View image in PDF format 01/17/2014 —ANNUAL REPORT View image in PDF format 04/1912013 — ANNUAL REPORT View image in PDF (onnat� 03/24/2012 —ANNUAL REPORT View image in PDF format 03/22/2011— ANNUAL REPORTI View image in PDF format 02/15/2010 —ANNUAL REPORT I View image in PDF format 03/27/2009 — ANNUAL REPORT I View image in PDF format 07/2412008 — ANNUAL REPORT I View image in PDF format 04/27/2007 —ANNUAL REPORT View image in PDF format 03/01/2006 — ANNUAL REPORT View image in PDF format 03/30/2005 — ANNUAL REPORT View image in PDF format 04/29/2004 —ANNUAL REPORT View image in PDF format 04/18/2003 — ANNUAL REPORT View image in PDF format 02/24/2002 — ANNUAL REPORT View image in PDF format 04/19/2001 — ANNUAL REPORT I View image in PDF format 02/21/2000 — ANNUAL REPORT View image in PDF format 04101/1999 — ANNUAL REPORTI View image in PDF format 04/24/1998 — ANNUAL REPORIJ View image in PDF format 03/24/1997 — ANNUAL REPORT View image in PDF format 04/16/1996 — ANNUAL REPORT View image in PDF format 01/24/1995 — ANNUAL REPORT View image in PDF format Florida Department of State, Diviacr, cf Corporation<, r, 505 Home j Log In I User Registration - Hot Topics I Submit Surcharge Stats P, Facts Publications I FBC Staff 1 SMSite Map Links 3 Search I Product Approval USER: Public User Proouct Ao Drava[ Menu > Praduct or Aonlication Search > agolicaton List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By OFFICE FL15216-R3 Revision 7 f/ n r� = 2017 rL: �.+r i Y 'tt J Approved InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 (551) 574-2939 mtupas@interwrap.com Eduardo Lozano elozano@interwrap.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 (778) 945-2891 elozano@interwrap.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 Intertek Testing Services NA, Inc. - QA Entity 09/30/2019 John W. Knezevich, PE Validation Checklist - Hardcopy Received FL15216 R3 COI 2017 01 COI Nieminen df Standard Year ASTM D1970 (tear) 2015 ASTM D226 (physicals) 2009 N. Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FIL # ____JModel, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FL15216_R3 fI 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- Approved for use outside HVHZ: Yes R3. Didf Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: N/A Created by Independent Third Party: Yes Other. See ER Section 5 for Limits of Use. Evaluation Reports FL15216R_AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, 7allainame FIL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO emplayec Coovnght 2007.2013 State of Florida,:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e•mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do cwt wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, 65., please dick hem . Product Approval Accepts: ®pqc Credit Card Safe I �. E �C .� ;� .... � ' - ., ;.� �" i .... .; ' � � ; -� . � _... .. � , f, .. �� :. � j � � _ .. .. ,� I �� I� �.. I' I�_ �` I� ... _. -: � . -- FEATURES & BENEFITS • Meets ASTM D226 Types I & If and D4689 Types II & IV • Fiber grip slip -resistant walking surface • Enhanced UV- 60 days exposure • 12 x stronger than #30 felt • 8 squares more per roll compared to #30 felt • 17% more coverage per lap (42" width as compared to 36" forfeit) • Ease of installation — wider, lighter, more coverage per lap • Synthetic construction inert to mold growth • Lays flat and does not absorb water and wrinkle • No oil leaching - no hazardous material content • Class A Fre - ASTM E108 (as part of a system) • Contributes to LEEDe points • Texas Department of Insurance • Advanced backside non -slip coaling • Low temperature flexibility c Ito us caus Intertek Intertek CAN/CSA A123.3 CCRR-101 S FRC #FL7S216 mRuouavaecmea waract raccaauuu 'TEST & STANDARD RHINOROOF• U20 ASTM #30 FELT TYPICAL VALUE TYPICAL VALUE r' .,,*iny A5TME 05 Perms 1.75P.— W;twTra m,iw ASTMD4W9 Pass F. Tear Sucnglh ASTM04533 MD 33 ba f!51,911 CD 24 is 01 kg) MO 41bs(18 kgy I CD 2 bo 109 ko Temlb Srrvagth ASTM D751 MD 881111; W kg) CD 706; 02 kg) MD 70 x(32 k4 I CD 38 R. (11 ke1 Sum St ,gth ASTM 0751 158Ps,11CWkPat 62,° t4301,Pal S. prwn ASM D751 MDA%CDA% MD2%1D2% Wiigii, ySgi.ASr1vD5261 2251stt024 27516s(125kgs) NonunNThdnev AAM D7� 7nas p.tamml 60 mi6(15 mn1 Se vice Terepe.ature pe,ge -0 —Ftd240'FW'Cte115.0 SPECIFICATIONS LENGTH PER ROLL: 286'/ 87 m WIDTH PER ROLL: 42" / 1.1 m WEIGHT PER ROLL: 23.5 lbs / 10.6 kg ROLL SIZE 10 sq / 93 mz ROLLS PER PALLET: 67 PALLET WEIGHT: 1,626 lbs / 738 kg `Tessdab slimed ria average taken ov«sevra,' godxtian nrz a,dzhouki � bean:tidered «Inte,pued as 'rvm,m «mulniun v"FssV k,es a rypxal daa «d rot 6n�ugsoeeifseems, witiea' and rorimnW Ims mdutetheiv,,, ax AMveJa a= 1046 RhirwRooflr<0 smarnAadl,md utaavrtiarrewM nari�n.M;mridirds .tick aiow f«narventol variances T svgirs aM meaw,emr:m OA751ntaWrap. AM rghn resermmi RR.UW1VwyA)15 latw Vrap• Inc. Roofing Products Divil Charleston, SC • Vantouver, BC • Mission, BC • MrnM6al, OC www.lnterWrap.mm/RhinoRoof Toll Free: 888 713 7663 I Tel: 778 945 2888 E-mail: info@imerwrap.com RhinoRoofa U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it. is considered vapor barrier. DECK PREP: All protrusions from the deck area must be removed and ensure the deck has no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under asphalt shingles, synthetic shingles; residential metal roofing and cedar -shakes. APPLICATION: For slopes. from 4:12 and higher RhincRoof U20 into be laid out horizo-tally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1" in from the edge. For low slope (lessthan 4:12) applications it is recommended to overlap 50% plus 11", for complete definition of low slopeand guidelines consult authorities having jurisdiction. U20 productis not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof U20 can be anchored with -corrosive resistant 3/8" head x 1" leg roofing. nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the undedayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS -153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhincRoof U20 product will be exposed longer than 24 hours and up: to 60 days then product must be attached to the structural roof deck using a minimum 1" diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami -Dade approved tin tags or metal caps are also acceptable, and it is recommended for best performance to use with therough edge facing up. For extended exposure it is always recommended to anchor on every printed position on the facer. RhinoRoof U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a. peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debristhat accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to sea) the nail holes after removing blocking- TRINITY1 ERD TABLE 40: WOOD DECKS—NEW CONSTRUCTIONS �tER001: (TEM -OFF) OR RECOVER SYSTEM TYPE R. MECHANICALLY ATTACHED BASE NSULATION BO D'CO N P IN5ULATiC�N, BONDED'ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) No. (Note 1) MDP (psf) Type Fasteners Attach Type Attach Base Ply Cap HYBRtD SYSTEMS: , Min. 15/32 -inch Min. 1.5 -inch ACFoam FlintFast #12 or W-13 exterior grade II, FlintBoard ISO, H- #14 with 1 pert .33 Min. 1.5 -inch ACFoam Il, HA, D -IS, M - plywood at max. 24- Shieldd or or FlintBoard FlintFast 3,. ft FIIntl3oard ISO, H -Shield or OSFA, M-PG1 SBS -SA -H (Optional) APP -TA APP -TA -67.5 Inch spans ISOH. Insulation Plates FlintBoard ISO,,. or 08500 ,Pow NTIONA{ SYMM53: Min. 23/32 -inch Min. 0.5 -inch Structodek exterior grade Min. 1.5 -inch ACFoam High Density Fiberboard (Optional) BP -AA W-14 plywood max. 24- Il, FlintBoard ISO, Note 2 1 per 2 ft2 Roof Insulation, min. 0.75- HA -AA or SBS -AA SBS -TA or A, SBS- -45.0* inch spans s ENRGY 3, H -Shield Inch FescoBoard SBS -BP SBS -AA APP -TA TA or TA or APP -TA (homogeneous) Min. 23/32 -inch exterior grade Min. 1.5 -inch ACFoam Min. 0.25 -inch SECUROCK BP -AA, (Optional) BP -AA, W -15 plywood at max. 24- ll, FlintBoard ISO, Note 2 1 per 2 ft 2 Gypsum -Fiber Roof Board,SBS- Dens Deck or Dens Deck HA AA SBS -TA SBS -AA, SBS -TA or SBS -AA SBS - TA or APP -TA -45.0* inch spans ENRGY 3, H -Shield Prime or APP -TA APP -TA Min. 15/32 -inch Min. 1.5 -inch ACFoam FlintFast #12 or Optional additional layer(s) W -16 exterior grade II, FIIntBoard ISO, H- #14 with 1 peri .33 of base insulation followed HA, D -IS, M- plywood at max. 24- Shield or Flintl3oard FlintFast 3�� ft by Min. 0.25 -inch SECUROCK OSFA, M -PGI APP -TA (Optional) APP -TA APP -TA -90.0 Inch spans ISOH- Insulation Plates Gypsum -Fiber Roof board or 06500 Exterior Research and Design, L.L.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for F1.2533-1119 Certificate of Authorization #19503 6T1 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastl& Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 7 of 57 `--'J' TR,1N1TYc ERD TABLE Q WOOD PECKS r NEW CONSTaUCTlP11% REROOt=,(TEaR-Pfll OR RECOVER SYSTEM TYPE C:.Mg HAN[CALLY ATTAGHEDiN5ULATI0NR BONDED ROOF C(3V1±R System Deck Base Insulation Layer Top Insulation Layer Roof Cover (Note 14) N1Dp Type Fasteners Attach Base Ply Cap No. (Note 1) (psR SELF ADHHRING SYSTEMSC Min. 15/32-InchFlintfast / (Optional) One or more 3 in. W-17 ! ood at max. 24- plywood layers, an combination, Min. 0.25 -inch SECUROCK Gypsum -Fiber Roof Board plates with FlintFast #12 1 per 3.2 ft' SBS -SA {Optional) SBS- SBS -SA -30.0* Inch spans loose laid or #14 SA Min. 19/32 -Inch (Optional) One or more Apply FlintPrime or W-18 exterior grade plywood layers, any combination, Min. 0.25 -inch Dens Deck Note 2 1 per 1.33 ft' FlintPrime SA to (Optional) SBS- SBS -SA -45.0 at max. 24 -inch spans loose laid board & plates, followed by 5135 -SA Min. 19/32 -Inch (Optional) One or more Min. 3/8 -inch SECUROCK Flintfast 3 in. Insulation 2 {Optional) SBS - W-19 W -19 exterior rade I plywood layers, any combination, Gypsum -Fiber Roof Board Plates with FlintFast #12 1 per 2.7 ft SBS-SA SA SBS -SA -45.0* at max. 24 -inch spans loose laid or #14 Min. 19/32 -inch (Optional) One or more Min. 1.5 -inch ACFoam II, Flintfast 3 in. Insulation Apply FlintPrime or W-20 plywood at max. 24- p yw layers, an combination, y y ENRGY 3, H -Shield, Multi -Max Plates with FlintFast #12 1 per 2 ft z FlintPrime SA to (Optional) SBS - SBS -SA -45.0" inch spans loose laid FA3 or FlintBoard ISO or #14 board &plat, es followed by es, SA FIIntFast #14 HD with Min. 15/32 -inch (Optional) One or more FlintFast 3" Insulation Apply FlintPrime to (Optional) SBS - W-21 plywood at max. 24- layers, any combination, Min. 1.5 -inch FlintBoard ISO Plates or Trufast HD 1 per 1.6 ft' p board & plates, p SBS -SA -52.5 Inch spans loose laid with Trufast 3" Metal followed by 585 -SA SA Insulation Plates Min. 19/32 -inch (Optional) One or more Min. 1.5 -inch ACFoam II, Apply FlintPrime or W-22 plywood at max. 24- layers, any combination, ENRGY 3, H-Shleld, Multi -Max Note 2 1 per 1.45 ft' FlintPrime SA to (Optional) SBS- SBS -SA -60.0 inch spans loose laid FA3 or FlintBoard ISO board & plates, followed by 565 -SA g HYBRID SYSTEMS: Min. 15/32 -Inch (Optional) One or more Min. Dens Deck; Flintfast 3 in. Insulation (Optional) BP - SBS -TA W -23 plywood at max. 24- layers, any combination, Dens Deck Prime Deck Plates with FlintFast #12 1 per 2 ft' SBS -SA -H AA, SBS -AA, SBS- -30.0* Inch spans p loose laid or #14 TA or APP -TA or APP-, or APP -TA FlintFast #14 HD with Min. 15/32 -inch (Optional) One or more FlintFast 3" Insulation W-24 plywood at max. 24- layers, any combination, Min. 1.5 -Inch FlintBoard ISO Plates or Trufast HD 1 per 1.6 fl? SBS -SA -H (Optional) SBS- SBS -TA or APP- -52.5 inch spans loose laid with Trufast 3" Metal TA or APP -TA TA Insulation Plates Min. 15/32 -inch (Optional) One or more Min. 1.5 -inch ACFoam II, W-25 plywood at max. 24- layers, any combination, FlintBoard ISO, ENRGY 3 or Note 2 1 per 1.33 ft2 SBS -SA -H {Optional) BP -AA SBS -AA -52.5 inch spans loose laid Multi -Max FA3 or SBS -AA Min. 19/32 -inch (Optional) One or more Min. 1.5 -inch ACFoam II,Z (Optional) BP- W-26 plywood at max. 24- layers, any combination, FlintBoard 150, H -Shield, Note 2 1 per 1.45 ft SBS -SA -H AA, SBS -AA, SBS- SBS -AA SBS -TA -60.0 inch spans loose laid FlintBoard ISO„ TA or APP -TA or APP TA Exterior Research and Design, LLC. d/b/a Trinity)ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlasticm Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 8 of 57 TRINI TY I ERD TAOLE 1C: WOOD DECKS —NEW CONSTRUCTION, REROOF {'FEAR -O' FF) OR RECOVER 5YSTfcM TYPE C: MECHANICALLY ATTACHEDINSULATION,$ONDEO ROCIF COVER System Deck Base Insulation Layer Top InsulationLayr Roof Cover (Note 14) MDP Type Fasteners Attach Base Ply Cap No.Yip {Note ) (psf) Min. 15/32 -inch (Optional) Min. 1.5 -inch, One Min. 1.5 -inch ACFoam II, Flintfast 3 in. Insulation (Optional) SBS - W -27 plywood at max. 24- or more layers, any FlintBoard ISO, H -Shield, Plates with FlintFast #12 1 per 1.33 ft' SBS -SA -H AA, SBS -TA or SBS -AA, SBS -TA -75.0 inch spans combination, loose laid FlintBoard ISO„ or #14 APP -TA or APP -TA Min. 19/32 -inch (Optional) One or more Min. 1.5 -Inch ACFoam 11, W-28 exterior grade plywood layers, any combination, FlintBoard ISO, ENRGY 3 or Note 2 1 per 1.33 ft' SBS -SA -H (Optional) SBS- SB5-TA or APP- -82.5 at max. 24 -inch spans loose laid Multi -Max FA3 TA or APP -TA TA CONVENTIMAL SY ITEMS: Min. 23/32 -inch (Optional) One or more Min. 0.5 -inch Structodek High (Optional) BP - W -29 exterior rade plywood g p � layers, an combination, Y Y Density Fiberboard Roof Insulation, min. 0.75 -inch Note 2 z 1 per 2 ft BP -AA or SBS -AA AA, SSS -AA, SBS- SBS -AA , SBS TA -45'0" at max. 24 -inch spans loose laid FescoBoard (homogeneous) TA or APP -TA or APP -TA Min. 15/32 -inch (Optional) One or more Min. 25 -inch SECUROCK 0. Gypsum -Fiber Roof Board, FlintFast #12 or #14 HD BP -AA, SBS -AA, (Optional) BP - W -30 plywood at max. 24- layers, any combination, Dens Deck or Dens Deck with FlintFast 3" 1 per 2 ft' SBS -TA or APP- AA, SBS -AA, SBS- SBS -AA, SBS -TA -45.0* inch spans loose laid Prime Insulation Plates TA TA or APP -TA or APP -TA Min. 15/32 -inch (Optional for Recover) Min. FlintFast #12 or #14 HO W-31 plywood at max. 24- 1.5 -inch, One or more layers, Min. inch with FlintFast 3" 1 per 1.45 ft' APP -TA {Optional) APP- APP TA -60.0 inch spans any combination, loose laid m -F Roof Board Gypsum -Fiber Roof Board Insulation Plates TA W -32 Min. 19/32 -inch / exterior grade plywood (Optional for Concrete or Recover) Min. 2 -Inch ACFoam Min. 0.5 -Inch SECUROCK FlintFast #12 or #14 HD FlintFast 3" BP -AA, 565 -AA, (Optional) BP - SBS -AA, SBS -TA at max. 24 -Inch spans p II, FlintBoard, H -Shield or Gypsum -Fiber Roof Board with Insulation Plates 1 per 1.78 ftZ SBS -TA or APP- AA SBS -AA SBS- or APP -TA -60.0 ENRGY 3, loose laid. TA TA or APP -TA Min. 15/32 -inch (Optional for Recover) Min. Min. 0.25 -inch SECUROCK FlintFast #12 or #14 HD (Optional} APP- W-33 plywood at max. 24- 1.5 -inch, One or more layers, Gypsum -Fiber Roof Board with FlintFast 3" 1 per 1.33 ft' APP -TA App -TA -67.5 inch spans any combination, loose laid Insulation Plates TA Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlasticm Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 9 of 57 f .fit � 4 �✓� JTRINITY1ERD TABLE IDs WOOD DECK$ -- NEIAf CONSTRUCTION, RE TA oR`RECOVER SYSTEM TYpE 0: INSULATED, MECHANICALLY ATTACHED BASE SHEET, SONDES ROOF COVER System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover (Note 141 MDP No. (Note 1) (psf) Type I Attach Base Fasteners Attach Ply Cap SELF-AmwntG`3tr1mm 8 -inch o.c. at min. 3 -inch lap and 8 - Min. 19/32 -inch Min. 1.5 -Inch, One prelim. Inch o.c. in two (2), equally spaced, (Optional) W-34 plywood at max 24- or more layers, Attach Flintlastic SA NailBase Note 2 staggered center rows; Stress plates SBS -SA -82.5* Inch spans any combination shall be primed with FlintPrime SBS -SA (ASTM D41) primer or FlintPrime SA Flintfast 3 in. Insulation Plates Min. 15/32 -inch Min. 1.5 -inch, One with FlintFast #12 or #14; 6 -inch o.c. at min. 2 -inch lap and 6- inch o.c. In three (3), equally spaced, W-35 plywood at max 24- or more layers, prelim. Attach Flintlastic SA NailBase Trufast 3 Metal Insulation e l staggered center rows; Stress plates (Optional) SBS -SA -97.5* inch spans any combination plats ith . ew HOOMG 3 shall be primed with FlintPrime SBStio in. Round Metal Plates with (ASTM D41) primer or FlintPrime SA. OMG #14 HD Flintfast 3 in. Insulation Plates Min. 15/32 -inch Min. 1.5 -Inch, One with FlintFast #12 or #14; 6 -Inch o.c. at min. 2 -inch lap and 6- inch o.c. in four (4), equally spaced, W-36 plywood at max 24- or more layers, prelim. Attach Flintlastic SA NailBase e l nsu Trufast 3" Metal Insulation staggered center rows; Stress plates (Optional) SBS -SA -127.5• inch spans any combination plates with OM3 shall be primed with FlintPrime SBS -SA in. Round Metal Plates with (ASTM D41) primer or FlintPrime SA. OMG #14 HD HYBRID SVMMS: Flintfast 3 in. Insulation Plates Min. 15/32 -inch Min. 1.5 -inch, One Glasbase; Plexiglas; with FlintFast #12 or #14; 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. In three (3), equally spaced, W-37 p Y�+ plywood at max 24- or more layers, y Prelim. Attach Flintlastic Base 20; Poly SMS Trufast 3 Metal Insulation staggered center rows; Stress plates SBS -SA -H SBS -AA, SBS - -97.5 Inch spans any combination Base; Ultra Poly SMS Base Plates with DP or HD; OMG 3 shall be primed with FlintPrime TA or APP -TA in. Round Metal Plates with OMG #14 HD (ASTM D41) primer or FlintPrime SA. Min. 19/32 -inch Min. 1.5 -inch, One prelim. Glasbase; Flexiglas; 7 -inch o.c. at 3 -inch lap and 7 -inch W-38 plywood at max 24- or more layers, Attach Flintlastic Base 20; Poly SMS Note 2 o.c. in three (3), equally spaced, () q Y p SBS -SA -H SBS -AA, SBS - -105.0 inch spans any combination Base; Ultra Poly SMS Base staggered center rows TA or APP -TA Flintfast 3 In. Insulation Plates Min. 15/32 -inch Min. 1.5 -inch, One Glasbase; Flexr las• g with FIIntFast #12 or #14 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four (4), equally spaced, W -39 plywood at max 24- or more layers, Prelim. Attach Flintlastic Base 20; Poly SMS Trufast 3" Metal Insulation e l Insulation staggered center rows; Stress plates SBS -SA -H SB - 585 -AA, SBS - -127.5 inch spans any combination Base; Ultra Poly SMS Base prates with OMG 3 shall be primed with FlintPrime APP -TA in. Round Metal Plates with (ASTM D41) primer or FlintPrime SA. OMG #14 HD ` C0tllVENTI0AIAI�St�STtellASs Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FI-2533-R19Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic* Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 10 of 57 14 TRINITYI ERV TABLE iD: WOOD DECKS - NEW CONSTRUCTION, REROOF(TEAIz-OFF) OR RECOVER SYSTEM TYPE`Ds: [NSULATED, MECWANICALLY ATTACHI:p BASE SHEET; B0NpED'ROtlP'COVEa System Deck Insulation Layer(s) Base or Anchor Sheet Roof Cover (Note 141 MDP No. (Note 1) p f) Type Attach Base Fasteners Attach Ply Cap Min. 23/32 -inch exteriorgrade Min. 1.5 -inch One Prelim. Glasbase; All Weather/Empire Base; 12 -inch o.c. at 4 -inch lap and 36 -Inch BP -AA, SBS - W-40 plywood at max. 24- or more layers, any combination Attach Plexiglas Base; Flintlastic Note 2 stat In two (2), equally spaced, AA, 59S -TA or SBS -AA SBS- TA or APP -TA -30.0' inch spans P Base 20; Yosemite staggered center rows APP -TA Min. 23/32 -inch Min.1.5-inch One Prelim. Glasbase; All Weather/Empire Base; 12 -inch o.c. at 4 -inch lap and 24 -inch BP -AA, SBS- W-41 plywood plywood at max. 24- or more layers, any combination Attach Flexiglas Base; Flintlastic Note 2 stat In two (2), equally spaced, AA, SBS -TA or SBS-AASBS- TA or APP -TA -45'0' inch spans P Base 20; Yosemite staggered center rows APP -TA Min. 23/32 -inch W-42 W-42 Min. 1.5 -inch One or more layers, Prelim. Poly SMS Base; Ultra Poly 12 -inch o.c. at 4 -inch lap and 36 -inch BP -AA, SBS- SBS-AA plywood at max. 24- any combination Attach SMS Base Note 2 o.c. in two (2), equally spaced, AA, SBS -TA or ,SBS- TA or APP -TA -45.0* inch spans staggered center rows APP -TA Glasbase; Flexiglas; Flintfast 3 in. Insulation Plates Min. 15/32 -inch Min. 1.5 -inch, One Prelim. Flintlastic Base 20; All with FlintFast #12 or #14; 6 -Inch o.c. at 4 -inch lap and 6 -inch (Optional) BP - W -43 plywood at max 24- or more layers, Attach Weather/ Empire Base; Trufast 3" Metal Insulation stat In three (3), equally spaced, AA, SBS -AA, SBS -AA, SBS - -97,5 Inch spans any combination Poly SMS Base; Ultra Po! y Y plates with DP or HD; OMG 3 staggered center rows. SBS TA or TA or APP -TA SMS Base; Yosemite in. Round Metal Plates with APP -TA OMG #14 HD W-44 Min. 15/32 -inch plywood at max 24- p y Min. 1.5 -inch, One or more la layers, Y Prelim. Flintlastic APP Base T OMG 3 in. Round Metal Plates 6 -inch o.c. at 4 -inch lap and 6 -Inch stat in three (3), equally spaced, APP -TA APP -TA -97.5 Inch spans any combination Attach w with OMG #14 HD staggered center rows. Min. 15/32 -inch One or more layers, any Prelim. Glasbase; Flexiglas; Flintlastic Base 20; All Flintfast 3 in. Insulation Plates 8 -inch o.c. at 4 -Inch lap and 8 -inch (Optional) BP - W -45 p ( ood at max 24- thickness or Attach Weather / Empire Base; with FlintFast #14; Trufast 3" Metal Insulation Plates o.c. at three (3) equally spaced, AA, 58S -AA, SBS -AA, SBS - -97.5 inch spans combination Poly SMS Base; Ultra Poly with Trufast HD staggered center rows SBS -TA or TA or APP TA SMS Base; Yosemite APP -TA Min. 19/32 -inch Min. 1.5 -inch, One Prelim. Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS 7 -inch o.c. at 3 -inch lap and 7 -inch BP -AA, SBS - W -46 plywood at max 24- p Inch spans or more layers, Y Attach Base; Ultra Poly SMS Base; Note 2 stag in three (3), equally spared, AA, SBS -TA or SBS -AA, SBS - TA ARP -105.0 any combination Yosemite staggered center rows APP -TA or -TA Min. 19/32 -inch Min. 1.5 -inch, One Prelim. OMG 3 in. Round Metal Plates 7 -inch o.c. at 3 -inch lap and 7 -inch W-47 plywood at max 24- or more layers, Attach Flintlastic APP Base T with OMG #14 HD or Dekfast o.c. in three (3), equal) spaced, () Y p APP -TA APP -TA -105.0 Inch spans any combination Hex Plate with Dekfast #14 staggered center rows Flintfast 3 in. Insulation Plates Min. 15/32 -inch Min. 1.5 -inch, One Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS with FlintFast #12 or #14; Trufast 3" Metal Insulation 6 -inch o.c. at 4 -inch lap and 6 -inch (Optional) BP - W -48 plywood plywood at max 24- inch spans or more layers, any combination Attach Base; Ultra Poly SMS Base; Plates with DP or HD; OMG 3 stat in four (4), equally spaced, AA, SBS -AA, SBS -TA or SBS -AA, SBS - TA or APP -TA -127.5 Yosemite in. Round Metal Plates with staggered center rows. App -TA OMG #14 HD exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1120 for FI -2533-1119 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlesticm Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 11 of 57 i j...._ .- � ,� .I j �� f `� R �. .. ! _ � . _; .: t �- ., ,_ . � ,I �� .. _ �� .�� f __ _ �� ,_ .� �i � j °l .. - _ � _ _ :I � � -� i .. ., .� ,� �� . �� . -:. .. �� ' - _ } ..� . c i i TRINITY ERD TABLE M WOOD DECKS- NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPED. INSULATED, MECHANICALLYATtACHEDBASiIrSHEET, BONDED ROOF COVER System Deck Insulation Layers) Base or Anchor Sheet Roof Cover (Note 14) MDP No. (Note 1) Type Attach Base Fasteners Attach Ply Cap (Psf) W-49 Min. 15/32 -Inch plywood at max 24- Min. 1.5 -inch, One or more layers, prelim. Flintlastic APP Base T OMG 3 in. Round Metal Plates 6 -inch o.c. at 4 -inch lap and 6 -Inch o.c. In four (4), equally spaced, APP -TA APP -TA -127.5 Inch spans any combination Attach with OMG #14 HD staggered center rows. Glasbase; Flexiglas Base; Flintlastic Base 20; All Min. 15/32 -inch Min. 1-inchOne Loose- Weather/ Empire Base; Flintfast 3 in. Insulation Plates 8 -inch o.c. at 4 -inch lap and 8 -inch W-50 plywood at max 24- or more layers, laid Yosemite Venting Base; with FlintFast #12 or #14; o.c. In three (3}, equally spaced, (Optional} SBS-CAi -52.5 inch spans any combination Flintlastic Poly SMS Base; e Trufast 3" Metal Insulation e l ns staggered center rows SB5-CA1 Flintlastic Ultra Poly SMS plates with Base Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 3520.03.041120 for FL2533-R19 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed FlintlasticO Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 12 of 57 .1 TRINITY1RD TABLE 1E -V WOOD DECKS - NE%kONSTRUCTION oR REItOi�F {Tr�h-DFr} SYSTEM TYPE E: NON- NSUlATED, ,.MECHANICALLY ATTACHED BASE,SHEET, BONDED ROOF,CQVER System Deck Base Sheet IRoof Cover (Note 14) MDP No. (Note 1) (Psf) Base Fasteners Attach Ply Cap SE0-ADFiM?1G SYSTEMS: 9 -inch o.c. at min. 3 -inch lap and 12 -inch o.c. In W-51 Min. 15/32 -inch plywood at Flintlastic SA NailBase Simplex MAXX Ca P P two (2), equally spaced, staggered center rows; (Optional) SBS - SBS -SA -45.0* max 24 -inch spans Stress plates shall be primed with FIIntPrime SA (ASTM D41) primer. W-52 Min. 15/32 -inch plywood at Flintlastic SA NailBase Min. 1 -inch long, 12 ga. Simplex 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in (Optional) SBS - max 24 -inch spans Metal Cap Nails four (4), equally spaced, staggered center rows 5A Min. 19/32 -Inch plywood at 32 ga., 1 -5/8 -inch dia. tin caps 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. in (Optional) SBS- W-53 max. 24 -Inch spans Flintlastic SA NailBase with 11 ga. annular ring shank three (3), equally spaced, staggered center SA SBS -SA -52.5 nails rows Min. 19/32 -inch plywood at 32 ga., 1 -5/8 -inch dia. tin caps 8 -inch o.c. at min. 2 -inch lap and 8 -inch o.c. in (Optional) SBS - W-54 W -54 24 -inch spans Flintlastic SA NailBase with 11 ga. annular ring shank three (3), equally spaced, staggered center SBS -SA -60.0 Waifs rows 8 -inch o.c. at min. 3 -inch lap and 8 -inch o.c. in W -55 Min. 15/32 -inch plywood at max 24 -inch Flintlastic SA NailBase Simplex MARX Cap three (3), equally spaced, staggered center (Optional) SBS - SBS -SA -67.5 spans p rows; Stress plates shall be primed with SA FIIntPrime (ASTM D41) primer. W-56 Min. 19/32 -inch plywood I ood at Flintlastic SA NailBase 32 ga., 1 -5/8 -inch dia. tin caps with it a. annular rin shank g g 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in (Optional) SBS - SBS -SA -75.0 max 24 -inch sans P nails four (4), equally spaced, staggered center rows SA Cap nails: 1 -inch diameter, W-57 Min. 15/32 -Inch plywood at Flintlastic SA NailBase 0.032 -inch thick metal cap with 7 -Inch o.c. at min. 4 -inch laps and 7 -Inch o.c. in (Optional) SBS - max 24 -inch spans 0.120" shank diameter, annular five (5), equally spaced, staggered center rows SA ring shank nails W-58 Min. 19/32 -inch plywood at Flintlastic SA NailBase 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular ring shank 4 -inch o.c. at min. 2 -inch la and 4 -inch o.c. in P (Optional) SBS- SBS -SA -105.0 max 24 -inch spans nails four (4), equally spaced, staggered center rows SA HY Y 813111 S STEMS , W-59 Min. 19/32 -inch exterior rade Glasbase; Flexi las; Flintlastic Base 20; All Weather Em ire ga., inch dia. tin caps 9 -inch o.c. at 4 -inch lap and 12 -inch in two o.c. SBS -�' SBS -TA plywood at max. 24 -inch spans Base; Poly SMS Base; Ultra Poly ga. a with 11 ga. a nnular ring shank (2), equally spaced, staggered center rows SBS -SA -H or APP -TA -45.0* SMS Base nails Glasbase; Flexiglas; Flintlastic W-60 Min. 15/32 -inch plywood at Base 20; All Weather/ Empire Min. 1 -inch long, 12 ga. Simplex 6 -inch o.c. at 3 -inch lap and 6 -inch o.c. in four SBS -AA SSS -TA max 24 -inch spans P Base; Po! SMS Base; Ultra Poly Y Y Metal Ca Nails p {4), equally spaced, staggered center rows SBS -SA -H or APP -TA -52.5 SMS Base Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-1320 for FI -2533-R19 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 13 of 57 TRIiIT # ERD TABLE 2E-1: WOOD DECKS— NEW CONSTRUCTION OR REROOF (TEM -OFF) SYSTEM) TYPE E::',NOWINSULATEDI MECHANICALLY ATTACHED BASE 'S1 EETO SONDEO ROOF COVER System Deck Base Sheet Roof Cover (Note 14) MDP No. (Note 11 (Psf) Base Fasteners Attach Ply Cap W-61 Min. 19/32-inchI wood at P Y Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular ring shank 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in three SB5-SA-H SBS -AA SBS -TA -52.5 max 24 -inch spans Poly SMS Base nails 3 { }, equally spaced, staggered center rows or APP -TA W-62 Min. 19/32-inchI ood at P Yw Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -Inch dia. tin caps with 11 ga. annular ring shank 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in three SBS -SA -H SBS -AA, SBS -TA -60.0 max 24 -inch spans P Poly SMS Base nails (3), equally spaced, staggered center rows or APP -TA W-63 Min. 19/32-inchi ood at P Yw Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -Inch dia. tin caps with 11 ga. annular ring shank 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four SBS -SA -H SBS -AA SBS -TA -82.5 max 24 -inch spans P Poly SMS Base nails {4}, equally spaced, staggered center rows or APP -TA W-64 Min. 19/32-inchI ood at P Yw Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular ring shank 4 -inch o.c. at 3 -inch lap and 4 -inch o.c. in four SBS -SA -H SBS -AA SBS -TA -105.0 max 24 -inch spans Poly SMS Base nails 4 (), equally spaced, staggered center rows or APP -TA CokiV fq*AL SYSTEMS:, W-65 Min. 19/32 -inch exterior grade Glasbase; Flexiglas; Flintlastic Base 20; All Weather / Empire 32 ga., 1.5/8 -inch dia. tin caps 9 -inch o.c. at 4 -inch lap and 12 -inch o.c. in two BP -AA, 585 -AA, SBS -AA, SBS -TA plywood at max. 24 -inch spans P�P Base; Poly SMS Base; Ultra Po! Y with 11 ga. annular ring shank (2), equally spaced, staggered center rows SBS -TA or APP- or APP -TA -45.0 * SMS Base; Yosemite nails TA W-66 Min. 15/32 -inch exterior rade / g Glasbase; Flexiglas; Flintlastic Base 20; All Weather/ Empire Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 18 -inch o.c. in two (Optional) BP- AA, SBS -AA, SBS- 58S -AA 585 -TA -45.0* plywood at max. 24 -Inch spans Base; Poly SMS Base; Yosemite (2} equally spaced, staggered center rows TA or APP -TA or APP TA W-67 Min. 15/32 -inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 18 -inch o.c. in two (Optional) APP- APP -TA -45.0* plywood at max. 24 -inch spans (2), equally spaced, staggered center rows TA Glasbase; Flexiglas; Flintlastic W -68 Min. 15/32 -Inch plywood at Base 20; All Weather/ Empire Min. 1 -Inch long, 12 ga. Simplex 6 -Inch o.c, at 3 -inch lap and 6 -inch o.c. in four (Optional) BP - SBS -AA SBS -TA max 24 -inch spans P Base; Pol SMS Base; Ultra Po! Y Y Metal Ca Nails P (4), equally spaced, staggered center rows AA, SBS -AA, SBS- or APP -TA -52.5 SMS Base; Yosemite TA or APP -TA W-69 Min. 19/32 -inch plywood at P YH+ Glasbase; Flexlglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular ring shank 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in three BP -AA, SBS -AA, SBS -TA or APP- SBS -AA, SBS -TA -52.5 max 24 -inch spans Poly SMS Base; Yosemite nails {3)equally , y spaced, staggered center rows TA or APP -TA W-70 Min. 15/32 -inch exteriorrade g Glasbase; Flexiglas; Flintlastic Base 20; All Weather/ Empire Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 12 -inch o.c. In two (Optional) BP - AA SBS -AA, SBS --52.5 SBS-AA,SBS-TA plywood at max. 24 -inch spans Base; Poly SMS Base; Yosemite 2 equally { i, q Y spaced, staggered center rows TA or APP -TA or APP -TA W-71 Min. 15/32 -inch exterior grade Flintlastic APP Base T Simplex MAXX Cap 9 -inch o.c. at 2 -inch lap and 12 -inch o.c. in two (Optional) APP- APP -TA -52.5 plywood at max. 24 -inch spans (2), equally spaced, staggered center rows TA W-72 Min. 19/32 -inch! wood at P Y Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular ring shank 8 -Inch o.c. at 4 -inch lap and 8 -inch o.c. in three BP -AA SBS -AA , SBS -TA or APP- SBS -AA SBS -TA -60.0 max 24 -inch spans Poly SMS Base; Yosemite nails (3), equally spaced, staggered center rows TA or APP -TA Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization #19503 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed FlintlasticO Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 14 of 57 'TR►INl�1r ERD TABLE 9.E-1: WOOD DECKS --NEW CONSTRUCTION cii REROOF (TEAa-OFF) _' SYSTEM TYPE E:;,NON-INSULATED, MECHANICALLY ATTACHED OAS;SHEET, SPINIDED ROOF COVER.. System Deck Base Sheet Roof Cover (Note 14) MDP No. (Note 11 (psf) Base Fasteners Attach Ply Cap Glasbase; Flexiglas; Flintlastic Cap nails: 1 -inch diameter, W -73 Min. 15/32 -inch plywood at Base 20; All Weather / Empire 0.032 -inch thick metal cap with 6 -Inch o.c. at 4 -Inch lap and 6 -Inch o.c. at five (Optional) BP - SSS -AA or SBS - max 24 -inch spans P Base; Poly SMS Base; Ultra Poly Y , Y 0.120 -inch shank diameter, (5) equally spaced, staggered center rows AA SBS -AA or TA -67.5 SMS Base; Yosemite annular ring shank nails. SBS -TA W-74 Min. 19/32 -inch plywood at Glasbase; Flexiglas; Flintlastic Base 20; PolySMS Base; Ultra 32 ga.,1-5/8-inch dia. tin caps with 11 a. annular ring shank g g 6 -inch o.c. at 4 -Inch lap and 6 -inch o.c. in four BP -AA, SBS -AA, SBS-TAAPP- SBS -AA, 58S -TA max 24 -inch spans Poly SMS Base; Yosemite nails (4), equally spaced, staggered center rows A -TA or or APP -TA -82.5 W-75 Min. 15/32 -inch exterior grade Glasbase; Flexlglas; Flintlastic Base 20; All Weather/ Empire Simplex MAXX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in two (Optional) (Op ) BP - AA, SBS -AA, SBS- SBS -AA, SBS -TA I ood at max. 24 -inch spans P P Base; Poly SMS Base; Yosemite (2), equally spaced, staggered center rows TA or APP -TA or APP -TA -90.0 W-76 Min. 15/32 -inch exterior grade at 24 Flintlastic APP Base T Simplex MAXX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in two (Optional) APP - APP -TA -90.0 plywood max. -inch spans (2), equally spaced, staggered center rows TA W-77 Mln. 19/32 -Inch( wood at P Y Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra 32 ga., 1 -5/8 -inch dia. tin caps with 11 ga. annular ring shank 4 -inch o.c. at 3 -Inch lap and 4 -inch o.c. In four BP -AA SBS -AA SBS APP- SBS -AA SBS -TA max 24 -inch spans Poly SMS Base; Yosemite nails 4 , equally spaced, staggered center rows { ) -TA or TA or APP -TA -105.0 W-78 Min. 15/32 -inch exteriorrade g Glasbase; Flexiglas; Flintlastic Base 20; All Weather/ Empire Simplex MARX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in three (Optional) BP - AA, SBS -AA, SBS- SBS -AA, SBS -TA -105.0 plywood at max. 24 -inch spans Base; Poly SMS Base; Yosemite (3), equally spaced, staggered center rows TA or APP -TA or APP -TA W-79 Min. 15/32 -Inch exterior grade I plywood s P Yw at max. 24 -inch spans Flintlastic APP Base T Simplex MARX Cap 6 -inch o.c. at 2 -inch lap and 6 -inch o.c. in three (Optional) APP - APP -TA - 105.0 (3), equally spaced, staggered center rows TA Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization 69503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 15 of 57 Ti49l.i 1e -i:'{ SYSTEUTYPE E: NON System Deck No. (Note 1) Base Smr-4 Hi:iiliV a`SrsTEMs:, W-80 I Min. 19/32 -inch plywood I Flintlastic SA NailBase I Note 2 at max 24 -inch spans W-81 Min. 15/32 -in at max 24 -inch W-82 I Min. 15/32 -in at max 24 -inch W-83 Min. 15/32-inc at max 24 -inch W_84 Min. 19/32-inc at max 24 -inch W-85 Min. 15/32-inc I at max 24 -inch COWVEINTIONAL SVsi msj' . Min. 23/32 -Inc W-86 grade plywood 24 -inch spans Min. 23/32-inc W-87 grade plywood 24 -Inch spans Min. 23/32-inc W-88 grade plywood 24 -inch spans Base Sheet Fasteners ch ch (Psf) Flintfast 3 in. Insulation Plates with plywood Flintlastic SA NailBase FlintFast #12 or #14; Trufast 3" Metal spans two (2), equally spaced, staggered center rows. Insulation Plates with DP or HD; OMG 3 in. Round Metal Plates with OMG #14 HD SBS -SA SBS -SA Flintfast 3 in. Insulation Plates with plywood Flintlastic SA NailBase FlintFast #12 or #14; Trufast 3" Metal spans 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in Insulation Plates with DP or HD; OMG 3 in. Round Metal Plates with OMG #14 HD (Optional) Glasbase; Flexiglas; Flintlastic Flintfast 3 In. Insulation Plates with h plywood Base 20• Poly SMS Base; Ultra FlintFast #12 or #14; Trufast 3" Metal spans poly SMS Base Insulation Plates with DP or HD; OMG 3 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in in. Round Metal Plates with OMG #14 HD h plywood Glasbase; Flexiglas; Flintlastic four (4), equally spaced, staggered center rows. (Optional) Base 20; Poly SMS Base; Ultra Note 2 spans Poly SMS Base SBS -SA -127.5* Glasbase; Flexiglas; Flintlastic Flintfast 3 in. Insulation Plates with h plywood Base 20; Poly SMS Base; Ultra FlintFast #12 or #14; Trufast 3" Metal spans Poly SMS Base Insulation Plates with OP or HD; OMG 3 (3), equally spaced, staggered center rows. In. Round Metal Plates with OMG #14 HD SBS -AA, SBS- h exterior Glasbase; All Weather/Empire SBS -SA -H at max. Base; Flexiglas Base; Flintlastic Note 2 Base 20; Yosemite h exterior Glasbase; All Weather/Empire SBS -AA, SBS- at max. Base; Flexiglas Base; Flintlastic Nate 2 TA or APP -TA Base 20; Yosemite 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four h exterior poly SMS Base; Ultra Poly SMS at max. Base Note 2 RINITYIERD 0>* R�CCVI lk )NDE ROOF COVER Roof Cover (Note 14) MDP Attach Ply Can (Psf) 8 -inch o.c. at min. 3 -inch lap and 8 -inch o.c. in two (2), equally spaced, staggered center rows. (Optional) Stress plates shall be primed with FlintPrime SBS -SA SBS -SA -82.5* (ASTM D41) primer or FlintPrime SA 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in three (3), equally spaced, staggered center rows. (Optional) Stress plates shall be primed with FlintPrime SBS -SA SBS -SA -97.5* (ASTM D41) primer or FlintPrime SA. 6 -inch o.c. at min. 2 -inch lap and 6 -inch o.c. in four (4), equally spaced, staggered center rows. (Optional) Stress plates shall be primed with FlintPrime SBS -SA SBS -SA -127.5* (ASTM D41) primer or FlintPrime SA. 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in three (3), equally spaced, staggered center rows. SBS -AA, SBS- Stress plates shall be primed with FlintPrime SBS -SA -H TA or APP -TA -97.5 (ASTM D41) primer or FlintPrime SA. 7 -inch o.c. at 3 -inch lap and 7 -Inch o.c. in three SBS -AA, SBS- (3), equally spaced, staggered center rows SBS -SA -H TA or APP -TA -105.0 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four (4), equally spaced, staggered center rows. SBS -AA, SBS- Stress plates shall be primed with FlintPrime SBS -SA -H TA or APP -TA -127.5 (ASTM D41) primer or FlintPrlme SA. 12 -inch o.c. at 4 -Inch lap and 36 -inch o.c. in two BP -AA, SBS- SBS -AA, SBS- (2), equally spaced, staggered center rows AA,SBS-TA or TA or APP -TA _30.0* APP -TA 12 -inch o.c. at 4 -inch lap and 24 -Inch o.c. in two BS - BP-AA, SA, SBS -AA, SBS - (2), equally spaced, staggered center rows AASBSBS SB -TA or TA or APP -TA -45.0* A, 12 -inch o.c. at 4 -inch lap and 35 -inch o.c. in two BP -AA, SBS- SBS -AA, SBS- (2), equally spaced, staggered center rows ASO �, � S85•TA or TA or APP -TA _45.0* A Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-1120 for FL2533-R19 Certificate of Authorization #9503 6' EDITION (2017) F8C NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed FlintlasticO Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 16 of 57 - - i f � �. - f t i �. j ~ L � 1 -- {�: � _ i :� � � :� `' i �' � 11 ! � , .� 1 l ' ,� k •. '� C .I�� :� .� 'Ii , i 1 .I ,) i i .. ;I � .. �� _ . '� E .� `� .. .. _ _ .._ _ ..... .I 1 .. _ - ' 'I ' � � I ,' ,� �� ,i� I .. _ _. �j TRIINITYIERD TASWIE : WOOt?:DECKS-NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E:.;.NO!V INSVLATEQ, MECHANICAILLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover (Note 14) MDP No. jNote 11 (psf) Base Fasteners Attach Ply Cap 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 o.c. at 4 -Inch lap and 6 -Inch o.c. In three AA, SBS -AA, SBS -AA, SBS - 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 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 three at max 24 -inch spans #14 HD (3), equally spaced, staggered center rows. APP -TA APP -TA -97.S Glasbase; Flexiglas; Flintlastic W-91 Mln. 15/32 -Inch plywood Base 20; All Weather / Empire Flintfast 3 in. Insulation Plates with FlintFast #14; Trufast 3" Metal Insulation 8 -inch o.c. at 4 -Inch lap and 8 -Inch o.c. at three (Optional) BP- SBS -AA or at max 24 -inch spans Base; Poly SMS Base; Ultra Poly Plates with Trufast HO (3) equally spaced, staggered center rows AA, SBS -AA or SBS TA -97.5 SMS Base; Yosemite SBS -TA W -92 Min. 19/32 -inch plywood Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Note 2 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three BP -AA, SBS - SBS -AA, SBS- at max 24 -inch spans Poly SMS Base; Yosemite (3), equally spaced, staggered center rows AAS SBS -TA or TA or APP -TA -105.0 APP -TA W-93 Min. 19/32 -inch plywood Flintlastic APP Base T OMG 3 in. Round Metal Plates with OMG #14 HD or Dekfast Hex Plate with Dekfast 7 -inch o.c. at 3 -inch lap and 7 -inch o.c. in three at max 24 -Inch spans #14 (3), equally spaced, staggered center rows APP -TA APP TA -105.0 W -94 Min. 15/32 -inch plywood Glasbase; Flexiglas; Flintlastic Base 20; Poly SMS Base; Ultra Flintfast 3 in. Insulation Plates with FlintFast #12 or #14; Trufast 3" Metal 6 -inch o.c. at 4 -inch lap and 6 -inch o.c. in four (Optional) BP - AA, SBS -AA, SBS -AA, SBS - at max 24 -inch spans p Poly SMS Base; Yosemite Insulation Plates with DP or HD; OMG 3 (4), equally spaced, staggered center rows SBS -TA or TA or APP -TA -127'5 in. Round Meta! 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 at max 24 -inch spans #14 HD (4), equally spaced, staggered center rows. APP -TA APP -TA -127.5 :< C ott)_APPUZOSYS Tems Glasbase; Flexiglas Base; W-96 Min. 15/32 -inch plywood Flintlastic Base 20; All Weather / Empire Base; Yosemite Venting Flintfast 31n. Insulation Plates with FlintFast #12 or #14; Trufast 3" Metal 8 -inch o.c. at 4 -inch lap and 8 -inch o.c. in three (Optional) at max 24 -Inch spans Base; Flintlastic Poly SMS Base; Insulation Plates with DP or HD (3), equally spaced, staggered center rows SBS -CAT SBS -CAI -52.5 Flintlastic Ultra Poly SMS Base TAIE3LE 1F. W40D DECKS- NIEW CONSTRUCTION OR R ROOF' EAR -OFA SYSTEM TYPE F NON-INSULAT15%0ONDED ROOF COVER:. System Deck Primer Roof Cover (Note 141 No. (Note 1) MOP (psf) 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 I SBS -SA (Optional) SBS -SA SBS -SA -127.5 Exterior Research and Design, LLC. d/b/a Trinity(ERD Evaluation Report 3520.03.04-1120 for FL2533-1119 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic* Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 17 of 57 FUNTLASTIC® SA CAP WWWARI - •'r+,Y,r ynntriFn QM IMEN CAP SHEET FOR SA ROOF SYSTEMS PrOdUCt Product Use: Flintlastie SA Cap is designed for use as a cap membrane in multi -ply self - Information adhered systems. It is suitable for use in the construction of various roof membrane assemblies over a variety of substrates. It is intended for use over FlinflastiCe SA Neild-, Flintlastie SA PlyBase or Flinliasue 0—A rvliui=iy. Product Composition and Features: Flintlastic SA Cap is manufactured using a high performance, -`---- ----`---{••-..M......, :.....m......M.l --nd coated with a superior grade of modified bitumen compound. It is surfaced on the bottom with a. c,.:c.= '_ _ _-_ _- --- -- with mineral granules. The combination mat provides ex.- Roil x. Roil Di-- Nominal imwl.: ^.Nominal Coverage: One square Approximate Weight: 95 lbs. fop Surface: Mineral granules aicaoe film Packaging: Individual cartons (20 rolls per pallet) n/iPI/4BUIC JburJi L__ r.• ••T•• •` _ _ _ TJ _ t t e�1 cq (` GY onm type Ta Glass A, Grade i lw t� (tare isuo), neiami uaae t-iorida �` r• A Q+ 1 .In A I'M iR•�c9z -....� CI •IC9nn\ J T .._ n :^:ent _ MOR_ C C' +... I��,:,,. _ ' ENERGY STAR• ____ ----- _ .._ ....-- ----- _-_ .__.Reflectance: 0.24, Thermal Emittance: 0.89. Flintlastic SA Cap White is also listed by the rM Pr f polinn r`n......il ,r•pon� rti_ �... __ _... __ __ ._ ._ .,___ �_ ... f': •. •. .... "J _..•T191{YIIICII VYC4111J. IYUII"VAIUIGGU �IIY4/ QpiJl 1011r UICIIYGU Wlll I CIGJlV111C111. Data styrene -butadiene -styrene (SBS) polymer. - . - - , -� ... .. :-- , . = : "mc<racielanf nrilygSter mat. Test Description Te_« 111.0. + --- —��ASTM Rte" • Soar Reflectance Index (SRO: ---- -----_28.0 E1980 — @ 0 +/- 3.6•F MD/XD 115/90 lbs -lin. Elongation: ASTM D5147 fl_(I V it- J.V r IY wmD YV /OI t6% Dimensional Stability: ASTM D5147 0.5% Low Temperature Flex: ASTM D5147 Pass @ 0°F Tt'. . --.. pol l n.— n 77'4c^ —:171 Tear Strength: @ 73.4 +/- 3.6°F MDIXD 110180 tbs. 'NOTE: Published results are nominal production values confirmed by independent laboratory testing. `�z5 MAOEIN U.S.A. Product Installation: Apply to Flintlastic SA NailBase, Flintlastic PlyBase and/or Flintlastic SA MidPly Application working with lengths of membrane appropriate for proper handling and the same installation procedure as described for Flintlastic SA MidPly. Overlap side laps 3" and end laps 6". Selvage edge with release strip is provided on Flintlastic SA Cap; position roll with selvage edge at the high side of the roof. Once the first cap sheet membrane length is in place, remove the top side lap to release flim before overlapping the second length of Flintlastic SA Cap. Stagger side laps of Flintlastic SA Cap a minimum of 18" from those of the underlying Flintlastic SA MidPly and be certain end laps also are staggered minimum 36". At end laps (or any overlap onto mineral surface), use trowel grade FlintBon& modified bitumen adhesive uniformly in a %6" to %" layer wherever an overlap exists to ensure an adequate bond. Cut opposing comers of end laps diagonally to avoid "T" seam joints. Use a heavy, weighted roller to smooth and secure the membrane. Deck Preparation: CertainTeed recommends the use of Flintlastic SA NailBase in conjunction with all self -adhering membrane roof installations on nailable substrates. Non-nailable roof decks may receive direct application of Flintlastic SA PlyBase or Flintlastic SA MidPly followed by Flintlastic SA Cap, provided the deck is thoroughly primed using FlintPrime° SA. It should be noted that without the use of a nailable base sheet, the membrane may be difficult to remove if removal is ever warranted and certain UL listings for the product may not apply. Precautions: Flintlastic SA Cap must be applied as part of a self -adhered system. It is not intended for use with hot asphalt, cold adhesives or torch -down applications. Roof decks must be structurally sound, dry and smooth, and meet or exceed minimum requirements of the deck manufacturer, local code and CertainTeed. Don't attempt application if ice, snow, moisture or dew is present. Surface to be bonded to must be clean, dry and free from any dust or deterrent to adhesion. Ambient temperature must be 50°F or above. Don't attempt installation on roofs without adequate slope and drainage. Additional specifications and precautions are contained in the CertainTeed Commercial Roof Systems Specifications. Storage and Flintlastic SA rolls must be stored above ground indoors and protected from the elements. Handling Rolls that are improperly stored or have been on hand for prolonged periods of time may lose their tack.Do not attempt to install rolls that do not exhibit an adequate bond. Warranties CertainTeed offers Limited (product only) and No Dollar Limit (NDL, product and ,��,crikmanship) warranties. Warranty type and duration is dependent on roof system configuration and contractor selection. Only CertainTeed Gold and Silver Star Contractors are eligible to apply for NDL warranties on specific roof projects. For more information, see CertainTeed Commercial Roof Systems Specifications or contact Commercial Roofing Technical Services. Technical CertainTeed provides technical assistance in the design, selection, specification and .. , _ annG� r+inn n ,sidelinac for ail f artainTPPrl r:nmmarrial CwcfPms. Qrchi#eCtllral and field cifid representatives are available for consultation within each region. For more information, SerViCeS contact CertainTeed Commercial Roofing Technical Services at 800-396-8134 x2. r+�XA. +.^+tlT ALL OF OUR OTHER CERTAINTEEDO PRODUCTS AND SYSTEMS: CertalnTeed Corporation ROOFING SIDING • TRIM • DECKING • RAILING • FENCE GYPSUM CEILINGS • INSULATION www.certainteed.com http://blog.certainteed.com dd AA r��rrY� Spppp tt AA� f INT GOBAIN 20 Moores Road Malvern, PA 19355 Professional: 800-233-8990 Consumer: 800-782-8777 Q 03/16 CertainTeed Corporation. Printed In the USA. Code No. COMM -169 FLINTLASTIC' SA PLYBASE SELF -ADHERING SBS MODIFIED BITUMEN PLYBASE FOR SA ROOF SYSTEMS Product Product Use: Flintlastics SA PlyBase is designed for use as a base ply or inter ply in Information self -adhering roofing systems. It is suitable for use in the construction of various types of membranes for both new construction and reroofing over a variety of substrates without fasteners. Limitations: When using Flintlastic SA PlyBase, pay particular attention to storage and handling, deck preparation, slope and drainage, and application requirements to assure a successful installation and long-term performance. Product Composition and Features: Flintlastic SA PlyBase is manufactured on an extra strength fiberglass reinforced mat that receives a coating of modified bitumen compound on the top of the sheet and a self -adhering modified bitumen compound on the back of the sheet. The top surface contains a permanent blue film that must not be removed. The back surface is finished with a removable release film. Roll Dimensions: 39%" x 64'6" Nominal Coverage: Two squares Approximate Weight: 86 lbs. Top Surface: Permanent film Bottom Surface: Removable release film Applicable Standards: Meets ASTM D4601, Type II, D1970 and CGSB 37 GP -56M Type 2a, Class C, Grade 1. Flintlastic SA PlyBase is approved by Underwriters Laboratories for use in various Class A, B and C roof assemblies, Factory Mutual, Miami -Dade, Florida Building Code Statewide Approval (FL 2533 and FL 16709) and Texas Department of Insurance (RC47). Technical The following information represents typical average properties of Flintlastic SA PlyBase. Data Support Mat: Extra strength fiberglass reinforced mat. Test Description Test Method Results* Thickness: ASTM D5147 1.5 mm (60 mils) Tensile Strength: ASTM D5147 @ 7YF MD/XD 65/40 lbs.ln. Elongation: ASTM D5147 @ 73°F MD/XD 6.0°/x/5.0% Packaging: Individual cartons (20 rolls per pallet) 'NOTE: Published results are nominal production values confirmed by independent laboratory testing. l,�FMADEIN U.S.A. INSPECTION SEQUENCE BP# 1&4377 ADDRESS: 2700 S. Sanford Avenue BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof 10 Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid 1000 Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) 110 Ali M DI GO1RT: OEI ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final PLUMBING PERMI"r Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final t. J BCIS Home j Log In User Registration Hot Topics j Submit Surcharge Stats a Fads I Publications FBC Stair i Acis site Map Links I Search brda VVV Product Approval 4 USER: Public User PERMIT 7 % K product Approval Menu > Pmtluc[ or Aoprrtation Search > Application List > Appllratbn Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL18355-R4 Revision 2017 Approved OFFICE TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kem_eden@tamko.com Kerri Eden kerri_eden@tamko.com Kern Eden PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 01/07/2019 Locke Bowden :' Validation Checklist - Hardcopy Received FL18355 R4 COI TBP15001.4 2017 FBC Eva[ Report ShinDles final.Ddf Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 i� - � .� :I - _ - I i ii. �� _ .� .. .� '.r '�I . i • i '�� i �� i f . IIS .� �I I . i i' 7S I 5� � �� ', 1 f- 1 i l� 11 � � '� ? ... � .. _ _ _ .� � �... _ � � ', 1 _ �. . -.. � �_ r..i": _ _ - � j Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Approved Testing Lab 'i' l ..t..P ❑ is 1 Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 Summa of Products FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL18355 R4 II TBPt 5001 4 2017 FBC Eval Report Shingled Approved for use outside HVHZ: Yes final.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FI -18355 R4 AE TBP15001 4 2017 FBC Eval Report Shingles final.odf Created by Independent Third Party: Yes Back 0Nett Contact Us :: 2601 11101E Rime Rod Tallahassee FL 32309 Phone: 850-487-1824 The State of Florida Is an WEEO employe, Coo liom 2007-2013 State of Florida.:: Pdvacv Statement :: AccessibllRv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail ro this entity. Instead, contact Me office by phone or by traditional mall. if you have any questions, please contact 850.487.1395. -pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick bere . Product Approval Accepts: ® ® ® El Gredit Gard Safe l` i 'I {� i `� � '� .. . , � �� .. .. I �� '� _ � • I � - I� i '� � . � .. �� i f ;i �1�� , I' _ �. ' .. _ ,. . . a Application Instructions for FORMERLY HERITAGE" 30 TAN X70 RCHITAGCO BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX a Frederick, MD • Joplin, MO a Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER (BELOW 40°F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES 1MQ4B7ANT.6 It is not necessary to remove the plastic strip from the back of the shingles. 1. R09F N6CR These shingles are for application to roof decks consisting of plywood or sheathing boards capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". For roofs having pitches greater than 21 in. per foot, refer to special instructions titled "Mansard Roof or Steep Slope Roof". Shingles must be applied property. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by APA - The Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of APA - The Engineered Wood Association. SHEATHING BOARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in- nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be property spaced and nailed. a. YENTMTIM Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, the ventilation system must include inlets and outlets. This may be accomplished with a combination of ridge and soffd vents or by using gable end vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented. This may be reduced to one square foot of ventilation area per 300 square feet if at least 40% and not more than 50% of venting is provided not more than 3 feet below the ridge or if a Class I or II vapor barrier is installed on the warm in winter side of the ceiling In climate zones 6, 7, and 8 as recommended by the 2012 International Residential Code. For more information consult your design professional. If the ventilation openings are screened, the total area should be doubled. t : I t -.- ;. 9. FASTENERS WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/or blowing dust In these situations, hand sealing of the shingles is required. To insurs quicker sealing, apply 4 quarter-s'u:ed dabs of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive, meeting ASTM D 4586, Type 1, on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, install any TAMKO starter shingle including sealant or cement shingles to the underlayment and each other in a 4 in. (102mm) width of TAM - PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, orTAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underiayments resulting in the asphalt Flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the Limited Warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the Limited Warranty. See Limited Warranty on the wrapper or tamko.com for details. FASTENING PATTERNS: Fasteners must be placed 6-1/8 in, from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. from each end and one 13-1/2 in. from each end of the shingle for a total of 4 fasteners. (See Standard Fastening Pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NPa. zom COMMON eOND 6 -+SSI I ' ' I l I IE%POa11RE 55/6" +e-� � 12-+/2•-.�+z.3.re•-T-+z-+n•-•� I•-�I• Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09119114 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 Fast 43rd Ave., Denver, CO 80216 800-530-8868 "' ® (CONTINUED from page 1) FORMERLY HERITAGE® 30 TAMKO HRRITAGIr BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in, per foot.) One fastener 1 in. from each end and one fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN FASTENERS COMMONS COMMON BOND S -WD F7 EXPOSURE 666• t +� irryr.(rT-vr+(rTaa`N�T-Trz`N�T-+A`N h-+" 3) High Wind Warranty Fastening Pattern. (For High Wind Warranty Application requirements) One fastener 1 in. from each end. One fastener 8-1/2 in. from each end and one fastener 16 in. from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including sealant strip at eaves and rakes. Alternatively, along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM -PRO® SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain urxtadayments resulting in the asphalt Flowing, dripping and staining. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table I in the Umfted Warranty, reverts to the Standard Application Wind Warranty MPH limit (See Mansard and High Wind Fastening Pattern illustrated above.) NAILS. TAMKO recommends the use of nails as the preferred metfrod of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in. thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. STAPLES, If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. (staple crown width is measured outside the legs). Leg length should E crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, undeniriven or overdriven are considered improperly applied. CAUTION: ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING PATTERN DIAGRAMS. 4. Ulla UNDERLAYMENT. An underlayment must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's Limited Warranty. Products which are acceptable for use as undedayment are: Asphalt Saturated Felt Undedavments: • SuperX 30TN Underlayment • TAMKO No. 15 Asphalt Saturated Organic Felt • Any TAMKO non -perforated asphalt saturated organic felt • A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or 11 or ASTM D4869 Soacialty Underlavments: • Tam -Shield° Synthetic Underlayment or Synthetic Shield Underlayment • TAMKO TW Metal and Tile Undedayment, TW Underlayment and Moisture Guard Plus® (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) • A self-adhesive underlayment designed for use with asphalt shingles which meets ASTM D1970. For Asphalt Saturated Felt Undedavments• Apply the fell when the deck is dry. On roof decks with slopes 4 in, per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the felt may be adversely affected by moisture and weathering. Laying of the felt and the shingle application must be done together. For All Other Specialty Underlavments� On roof decks with slopes 4 in. per foot and greater apply the underlayment parallel to the eaves in accordance with underlayment written application instructions. The underlayment should not be left exposed fora longer period of time than is specified in the underlayments written application instructions. The final roof covering must be installed before the structure is exposed to adverse weather conditions, such as wind driven rain, high wind, hail, ice storms, etc. (COntinuE Central District 220 West 41h St., Joplin, MO 64801 800-641-4691 0911sn4 Visit Our Web Site at Northeast District 4500 Tamko Dc, Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800.443-1834 Western District 5300 Fast 43rd Ave., Denver, CO 80216 800-530-8868 2 ® (CONTINUED from page 2) FORMERLY HERITAGE' 30 TAMKO RERMA6Ir BUILDING PRODUCTS LAMMATED ASPBW SNINGLBS Dallas, TX' Frederick, MD' Joplin, MO' Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water from frozen or clogged gutters is a potential problem, TAMKO's Moisture Guard Plus', TW Metal and Tile Underlayment or TW Underlayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. Substitute products as shingle underlayment should not be used S. APPLICATION INSTRUCTIONS STARTER COURSE A startercourse may consist of TAMKO Shingle Starter, TAMKO 10 -inch Starter or self-sealing 3 -tab shingles. if self- sealing 3 -tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 1.5 in. to 3 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in, to 3/8 in. if drip edge flashing is not used along the eaves or rakes. If drip edge flashing is present, install shingles even with the drip edge. 51YI I,fI rnO WM 12 WMM 9O,YNKY Y�Y+�9 SMMYN bN Fu1�M, mq,E N,n bIw YY,pY YMN� YIYMM WW ypbpNbo4b Nlb iKb]PYMIb a pblbo0 1�1@DS kvftlMmew. iMgs{wY,LYY,q �YV as Gvnrey HW,Wgbwv�nb wnAeMT SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 1/4 in. if drip edge is not present If drip edge is present, align shingle edge with drip edge flashing. Cut 10.3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece ro-3/a- o n 1&ala' tOJ18 �- 29`� 23' I SM6a,m am mune 3mcwn. zm YP,RY lneouw z3• teare• toare• of shingle to start the fourth course and use the remaining 10-3/8 in, piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roof's edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. T isL'+M1m w6, e J k,g0, s� h1 p�, H�. 9'1648W103Tbq„i Tree LWgea MN Noah Nra muaei 6. LOW SLOPE APPLICATION On pitches 2 in- per foot to 4 in. per foot cover the deck with two layers of underlayment. Begin by applying the underlayment in a 1/2 -sheet width along the eaves and overhanging the drip edge by 1/4 to 3/4 in. Place a full -sheet width over the 1/2 -sheet width starter piece, completely overlapping it. All succeeding courses will be positioned to overlap the preceding course by 1/2 -sheet width. If winter temperatures average 25°F or less, thoroughly cement the laps of the entire undarlayment to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building. As an alternative, TAMKO's Moisture Guard Plus', TW Metal and Tile Underlayment, or TW Undedayment self -adhering undarlayment may be used In lieu of the cemented felts. 9. MANSARD ROOF OR STREP SNAPS ROOF If the slope exceeds 21 in. per foot (6(Y), each shingle must be sealed with TAM -PROD SBS Flashing Cement, TAMKO or TAM -PRO® Plastic Roof Cement, or TAMKO Tam -Seal Adhesive immediately upon installation. Quarter -sized dabs of cement or adhesive must be applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. Central District 220 West 4th St, Joplin, MO 64801 800-641-4691 0919/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 Fast 43rd Ave., Denver, CO 80216 800-530-8868 3 TAMKO B016DWO PBO08CTS (CONTINUED from page 3) FORMERLY HERITAGE® 30 HERMAGLP I.AMIBATED ASPUM SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS B. 8&80OFM Before re -roofing, be certain to inspect the roof decks. Al plywood shall meet the requirements fisted in Section 1. It is not recommended to install laminated asphalt shingles directly over existing laminated shingles due to the unevenness of the existing mufti -layered shingles. The performance of the sealant feature may be compromised, preventing the shingles from sealing property. It is acceptable to install laminated shingles over existing three -tab strip shingles which areflatand essentially intacrL Nail down a remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or prolruding nails. Hammer down all protruding nails or remove than and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing is required to protect against ice dams (freeze/thaw cycle of water and/or the backup of water in frozen or clogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO's Moisture Guard Plus• , TW Metal and Tile Undedayment, or TW Undedaymi ContactTAMKO's Technical Services Department for more Irl(ermatlen. Measurements will vary when nesting over an existing 5 im exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 55/8 in. exposure. See description below: Starter Course: Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing mof at the eaves. The existing roof should overhang the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overhang for proper drainage. FrrstCouse: Removean amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Second and Succeedina Courses: Remove 10-3/8 in. from the rake and of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application'vnsbvctions. (See section 5). 9. VALLEY APP1e1CAT1011 Over the shingle undedayment, center a minimum 36 in. wide street of Moisture Guard Plus°, TW Metal & Tile Undedayment, or a minimum 50 Ib, roll roofing in the valley. Nail the underlayment only where necessary to hold it in place and then only nail the outside edges. IMPORTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: • Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. • Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. • Press the shingles tightly into the valley. • Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerline, and two fasteners should be placed at the and of each shingle crossing the valley. • To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. • To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. VndlvNyR mroor s,.,se en a,a Vie vmical sltin9k, 2 Names Irom velNrycentatlrerM cdvenrg V,e veNcel sivngk. FA eW shv,ge 12•-1e•erydnd vaky cantedw IJo I®IMem riilhin e• dl cenceVr,e FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Central District 220 West 4th St, Joplin, MO 64801 800-641-4691 09114x14 Northeast District 4500 Temko Dr., Frederick, MD 21701 800-368-2055 Visit Our Web Site at Southeast District 2300 35th SL, Tuscaloosa, AL 35401 600-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 (CONTINUED from page 4) FORMERLY HERITAGE" 30 ITAM90:1 HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS ID. NIP AND MOGE FASTENING DETAIL Apply the shingles with a 5-1/8 in. exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-5/8 in. back from the exposed end and 1 in. up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/4 in. longer than the one used for shingles IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. laimetion of prevailing wind 220 West 4th St., Joplin, MO 64801 ��Wrt exposure ♦=+i'i Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Iibfare THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACTTAI TECHNICAL SERVICES DEPARTMENT AT 800-641.4691. Information inclAW in these application instructions was currant at time of phneng. To obtain a copy of the mast current version of these appfcaeon instructions, vial us orlm at tamko.com or call us at 80-}6614691, TAMKOO, Moistve Guard Plusit, TemShiekdO, TAM-PRO.D and Hentage® are registered trademarks and Superx 30 is a trademark of TAMKO Building Products, Inc. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 09/19r16 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 5 JP69909 tri HCI5 Home Lnp In User Registration Hot Topics Submit Suf[harge Stats G Facts Publications FBC Staff SCIS Site Map Links Search, d0pr t'°- Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Ust > Application DetalI FL # FL2533-1119 Application Type Revision Code Version 2017 Application Status Approved OFFICE Comments PERMIT Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 20 Moores Road Malvern, PA 19355 (610) 893-5400 mark.d.hamer@saint-gobain.com hamer@saint-gobain.com Authorized Signature Marls Hamer mark.d.hamer@saint-gobain.com Technical Representative Mark D. Hamer Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark. D. Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report 2008 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE FM 4470 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL2533 R19 COI 2017 01 COI Nieminen odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 ,. � i �� - :.._ �_. ,� .; f �.. .,'�. ....� .. '.� . r...�� ........_ _ _. _ � FM 4474 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/19/2017 Date Approved 12/12/2017 Summary of Products 2011 FL # Model,. Number or Name. Description 2533.1 Flintlastic Modified Bitumen Modified Bitumen Roof Systems Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No F12533 R19 II 2017 09 FINAL Al ER CERTAINTEED MODBIT FL2533- R19,Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE -59166 Design Pressure: +N/A/ -635 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports Use. 2.) The design pressure noted in this FL2533 R19 AE 2017 09 FINAL ER CERTAINTEED MODBIT FL2533- R19,Ddf application relates to one specific system. Refer to the ER Appendix for all systems and max Created by Independent Third Party: Yes design pressures. Beck N Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone; 850487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement ;; Refund Statement Under Ronda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to MIs entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick ham. Product Approval Accepfs: IT Credit Card Safe The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: > Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. > Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 In. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. > Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSplke with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published Installation instructions. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-1119 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed flfntlasticO Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57 c a TRINITY ERD APPENDix 1! ATTACHmEw REQUIREMENTS FOR WIND UPLIFT 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 18 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 10 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 28 Steel or Structural Concrete New, Reroof (Tear -Off) or Recover C Meth. Attached Insulation, Bonded Roof Cover 21-25 2C Steel or Structural Concrete New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26-28 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 29-36 38 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 38-39 413 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 58 CWF New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 46 SC CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 46 51) 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 68 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 52-57 713 Various Recover F Non -Insulated, Bonded Roof Cover 57 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: > Wood Deck: OMG #14 Roofgrip with Flat Bottom Plate (Accutrac), OMG HD with OMG 3 in. Galvalume Steel Plate, Dekfast #14 with Hex Plate or 3" Round Insulation Plate, Trufast HD with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch plywood penetration or minimum 1 -inch wood plank embedment. > Steel Deck: OMG #12 or #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG #12 Standard or HD with OMG 3 In. Galvalume Steel Plate, Dekfast #12 or #14 with Hex Plate or 3" Round Insulation Plate, Trufast DP or HD with Trufast 3" Metal Insulation Plates or FlintFast #12 or #14 Fastener with FlintFast 3" Insulation Plates. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. > Structural Concrete: OMG #14 Roofgrip with Recessed or Flat Bottom Plate (Accutrac), OMG HD or CD -10 with OMG 3 in. Galvalume Steel Plate, Dekfast #14 or DekSplke with Hex Plate or 3" Round Insulation Plate, Trufast HD or CF with Trufast 3" Metal Insulation Plates or FlintFast #14 Fastener with FlintFast 3" Insulation Plates. Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published Installation instructions. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-1119 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed flfntlasticO Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 1 of 57 7 �_ � . � , .. g'� TRINITY1 ERD 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, GlasRoc Roof Board or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch thick lightweight insulating concrete may be substituted for, or installed beneath rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. S. Preliminary Insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. 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 of subsequent layers shall be perpendicular to those in the layer below. > Dow INSTA-STIK Quik Set Insulation Adhesive (D -IS): Continuous 0.75 to 1 inch wide ribbons, 12 -inch o.c. )► Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5 -inch wide ribbons, 12 -Inch o.c. D Millennium PG -1 Pump Grade Adhesive (M -PGS): Continuous 0.5 to 0.75 -inch wide ribbons, 12 -inch o.c. ➢ OMG OlyBond 500 or OlyBond Green (06500): 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. Y Note: When multiple loyers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer. 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. 7. 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 Quik Set Insulation Adhesive (D -IS): MDP -120.0 psf (Min. 1.0 -inch) y Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 1.0 -inch) Millennium PG -1 Pump Grade Adhesive (M -PGI): MDP -157.5 psf (Min. 1.0 -inch) i OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5 -inch Multi -Max FA3) > OMG OlyBond 500 (08500): MDP -187.5 psf (Min. 0.5 -inch ISO 95+ GL) OMG OlyBond 500 (08500): MRP -315.0 psf (Min. 0.5 -inch ENRGY 3) OMG OlyBond 500 (08500): MDP -487.5 psf (Min. 0.5 -inch ACFoam II) ICP Adhesives CR -20: MDP -117.5 psf (Min. 1.0 -inch) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. 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 AN51/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. 10. 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. 11. 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. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report 3520.03.04-1120 for FL2533-R19 Certificate of Authorization ll9503 a EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic• Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 2 of 57 D P % a TRINITY ! ERa 12. 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. 13. For Concrete Deck or Recover Applications using System Type D, the insulation is optional. 14. 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 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. CI:RSAwTEW FmTLAsTicO MoomED ommEN CoMPoaEuTs & APFUCATION MMODS Reference Layer Material Application BP -AA (Base and Pty sheets, Asphalt -Applied) Base Glasbase; All Weather/Empire Base; Flexiglas Base; Flintlastic Base 20 Hot asphalt at 20-40 lbs/square Ply One or more Flintglas Ply 4; Fllntglas Premium Ply 6 BP-AA2 (Base, Spot-Asphah-Applied) Base Yosemite Venting Base Hot asphalt in 24 -inch diameter spots In 30 - Inch grid pattern BP-AA3 (Bass, Spot -Asphalt -Applied) Base Yosemite Venting Base Hot asphalt in 9 -inch diameter spots in grid pattern noted herein. BP-AA4 (Base, Strip -Asphalt -Applied) Base Yosemite Venting Base Hot asphalt in 9 -inch wide ribbons spaced 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. SBS -AA (SBS, Asphalt -Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40 lbs/square Ply One or more Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar SBS -CAI (SRS, cold-Applic(Il Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base FlintBond Brush or Karnak No. 81 Cold Process Modified Bitumen Adhesive Brush Grade at 1 gal/square Note: Base ply cures overnight prior to application of the ply or cap ply. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar; Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar, Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar SBS{A2 OBS, cold -Applied) Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Henry #903 Adhesive at 1.5 gal/square. Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual Cap; Flintlastic FR -P; Flintlastic FR -P CoolStar; Flintlastic Premium FR -P; Flintlastic Premium FR -P CoolStar; Flintlastic GMS; Flintlastic GMS CoolStar Exterior Research and Design, LLC- d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2533-1119 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen, PE -59166 Certainteed Flintlastic* Modified Bitumen Roof Systems; (610) 6S1-5847 Appendix 1, Page 3 of 57 RINITY ERD �FitTAINTfc�D P1WrLA9T1�' MOI)I>:ItD'Bt tilMEN CDMPONFNTS & APPUII:O vi METHODS (CDNlINtlED� Reference Layer Material Application Base Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base Ply Flintlastic Base 20; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base SBS-CA3 Millennium Hurricane Force Membrane Cap Flintlastic Cap 30; Flintlastic Cap 30 CoolStar; Flintlastic FR Cap 30; Flintlastic FR Cap 30 CoolStar, Flintlastic FR Dual (SBS, cold -Applied) 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 GMS CoolStar Base Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T SBS -TA Ply One or more Flintlastic Ultra Poly SMS Base; Flintlastic Base 20 T Torch -Applied Cap Flintlastic FR Cap 30 T; Flintlastic FR Cap 30 T CoolStar; Flintlastic GTS; Flintlastic GTS CoolStar; Flintlastic GTS -FR; (SBS, Torch -Applied) Flintlastic GTS -FR CoolStar; FI1ntClad Base One or more Flintlastic APP Base T; Flintlastic STA; Flintlastic STA Plus APP TA (APP,Torch•Apphod) Torch -Applied Cap Flintlastic STA; Flintlastic STA Plus; Flintlastic GTA; Flintlastic GTA CoolStar; Flintlastic GTA -FR; Flintlastic GTA -FR CoolStar SBS -SA -H Base/Ply Black Diamond Base Sheet; Flintlastic Ultra Glass SA Self -Adhering (SBS, Self -Adhering, Hybrid Systems) Base Flintlastic SA PlyBase; Flintlastic SA Mid Ply SBS -SA Self -Adhering Ply Flintlastic SA PlyBase; Flintlastic SA Mid Ply (SBS, Self -Adhering) Cap T Flintlastic SA Cap; Flintlastic SA Cap CoolStar; Flintlastic SA Cap FR; Flintlastic SA Cap FR CoolStar 16. "MDP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, LLC. d/b/a Trinity ( ERD Evaluation Report 3520.03.04-1120 for FL2533-R19 Certificate of Authorization 69503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic* Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 4 of 57 1 INIW I ERD N TA 1A. WOOD DECK5 . NEIN CONSTRUCTION ok REROOF F,AR-OfF) SYSTFIV1 TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER Sys. Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 14) MOP Type Fasteners Attach Type Attach Type Attach Base Ply Cap No. (Note 1) (Psf) StatF-AoH>:arG 5K5TlIs: Min. 19/32- Glasbase, All Weather Empire, 32 ga., 1-5/8- 9 -inch o.c. in 4 -inch Min. 1.5 -inch Min. 0.25 -inch Inch Flexfglas Base, inch dia. tin lap and 12 -inch o.c. ACFoam II, Dens Deck (Optional) W-1 plywood at Flintlastic Base 20; caps with 11 ga. in two (2), equally FlintBoard 150, HA primed with HA SBS -SA SBS -SA -45.0* max. 24- poly SMS; Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime or SBS -SA inch spans SMS; Yosemite shank nails center rows or Multi -Max FA3 FlintPrime SA Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch HA full Min. 0.25 -inch HA full Inch Weather Empire, Inch dia. tin lap and 8 -Inch o.c. ACFoam II, coverage or Dens Deck coverage or W-2 plywood at Flexl las Base Poly caps with 11 ga. in three (3)' equally FlintBoard ISO, 08500, Primed with OBSOOSFAOA SBS -SA (Opional) SBS -SA -52.5 max. 24- SMS or Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield OSFA A PO FlintPrime or PD O- ' 5BStSA inch spans SMS shank nails center rows or Multi -Max FA3 D -IS or CR -20, FlintPrime SA IS or CR -20,6- 4 -inch o.c. inch o.c. Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c, in 3 -inch Min. 1.5 -inch Min. 0.25 -inch Inch Yosemite Venting Inch dia. tin lap and 8 -inch o.c. ACFoam II, Dens Deck O (Optional) W-3 plywood at Base Sheet caps with 11 ga. in three (3), equally FlintBoard 150, HA primed with HA SBS -SA SBS -SA -52.5 max. 24 annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime or SBS -SA inch spans shank nails center rows or Multi -Max FA3 FlintPrime SA Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch (Optional) Min. HA full Min. 0.25 -inch SECUROCK HA full Inch Weather Empire, inch dia. tin lap and 8 -inch o.c. 1.5 -Inch ACFoam coverage or Gypsum -Fiber coverage or W -4 plywood at Flexiglas Base, Poly caps with 11 ga. in three (3), equally 11, FlintBoard ISO, OB500, M- Roof Board 08500, M - SBS -SA (Optional) SBS -SA -60.0 max. 24 SMS or Ultra Polyannular ringspaced, staggered P gg ENRGY-3, H -Shield OSFA, A -PD, Primed with OSFA, A -PD, D- SBS -SA inch spans SMS shank nails center rows or Multi -Max FA3 0•IS or CR -20, DAS o CR FlintPrime or IS or CR -20, 6 - CR FlintPrime SA Inch Min. 0.25 -inch Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch (Optional) Min. SECUROCK inch Yosemite Venting inch dia. tin lap and 8 -inch o.c. 1.5 -inch ACFoam Gypsum -Fiber (Optional) W-5 plywood at P Yw Base Sheet caps with 11 a. p g in three 3 equally { ), q y II FlintBoard ISO, HA Roof Board HA SBS -SA SBS -SA -60.0 max. 24- annular ringspaced, staggered p gg ENRGY-3, H -Shield primed with SBS -SA Inch spans shank nails center rows or Multi -Max FA3 FlintPrime or FlintPrime SA HyfIRM Svagm: Min. 19/32- Glasbase, All Weather Empire, 32 ga., 1-5/8- 9 -inch o.c. in 4 -inch Min. 1.5 -inch Inch Plexiglas Base, inch dia. tin lap and 12 -inch o.c. ACFoam 11, SBS -AA, W -6 plywood at Flintlastic Base 20; caps with it ga. in two (2), equally FlintBoard ISO, HA None N/A SBS -SA -H , SBal) BP -AA S- BP -AA, SB SBS -TA -45.0* max. 24- Poly SMS Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield AA, SBS -TA or APP - Inch spans SMS; Yosemite shank nails center rows or Multi -Max FA3 or APP -TA TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report 3520.03.04-R20 for FL2533-R19 Certificate of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlastic° Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 5 of 57 TRINITY IERD TABLE 3Ai WOOF DECKS �= NEW d NSTtiUL"{'I�iIV aR iRIrROOF` jTLAR•C# SYSTEM TYPE A-2: MECHANICALLYATTACHED ANCHOR SHEET,'BONDED INSULATION, 6ONOED ROOF COVER Sys. Deck Anchor Sheet Base Insulation Top Insulation Roof Cover (Note 14) MOP Type Fasteners Attach Type Attach Type Attach Base Ply Cap No. (Note 1) (psf) Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch Inch Glasbase; Flintglas inch dia. tin lap and 8 -inch o.c. ACFoam II, SBS -AA, W-7 plywood at Premium Ply 6; caps with 11 a. p g in three (3), equal) () y FlintBoard ISO, HA None N/A 565 -SA -H BP -(Optional} SBS- SBS -TA -60'0 max. 24- Yosemite annular ring spaced, staggered ENRGY-3, H-Shleld AA, SB �� SBS -TA or APP- inch shank nails center rows or Multi -Max FA3 or APP -TA TA CONVENTIDIVAL YVEMS: Min. 19/32- Glasbase, All Weather Empire, 32 ga., 1-5/8- 9 -inch o.c. in 4 -inch Min. 1.5 -inch Min. 0.25 -Inch BP -AA, (Optional) SBS -AA,, inch Plexiglas Base, inch dia. tin lap and 12 -inch o.c. ACFoam II, Dens Deck SBS -AA BP-AA,SBS- SBS -TA W-8 plywood at Flintlastc Base 20; caps with 11 ga. in two (2), equally FlintBoard ISO, HA primed with HA SBS -TA or AA, SBS -TA APP - or APP - -45.0• max. 24 Poly SMS; Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime (ASTM APP TA or APP -TA TA Inch spans SMS; Yosemite shank nails center rows or Multi -Max FA3 D41) primer Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch HA full Min. 0.25 -inch HA full Inch Weather Empire, inch dia. tin lap and 8 -inch o.c. ACFoam II, coverage or Dens Deck coverage or BP -AA, (Optional) SBS -AA, W-9 plywood at Plexiglas Base, Poly caps with 11 ga. in three (3), equally FlintBoard ISO, 013500, primed with 08500, M- SBS -AA, , BP -AA , SBS- SBS -TA -52.5 max. 24- SMS or Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield OSFA, A -PD, FlintPrime (ASTM OSFA, A -PD, D- SBS -TA or AA, SBS -TA or APP - inch spans SMS shank nails center rows or Multi -Max FA3 D -IS or CR -20, D41) primer IS or CR -20, 6- APP TA or APP -TA TA 4 -inch o.c. Inch o.c. Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch Min. 1.5 -inch Min. 0.25 -inch inch inch dia. tin lap and 8 -inch o.c. ACFoam 11, Dens Deck BP -AA, (Optional) SBS -AA, W-10 plywood at Yosemite Venting caps with 11 ga. In three (3), equally FlintBoard ISO, HA primed with HA SBS -AA, BP -AA, SBS- SBS -TA -52.5 max. 24 Base Sheet annular ring spaced, staggered ENRGY-3, H -Shield FlintPrime (ASTM SBS -TA or SBS -TA or APP - inch spans shank nails center rows or Multi -Max FA3 D41) primer APP -TA or APP -TA or TA Min. 19/32- Glasbase, All 32 ga., 1-5/8- 8 -inch o.c. In 3 -Inch (Optional) Min. HA full HA full Inch Weather Empire, inch dia. tin lap and 8 -inch o.c. 1.5 -inch ACFoam coverage or Min. 0.25 -inch coverage or BP -AA, (Optional) SBS -AA, W-11 plywood at Flexi las Base, Poly caps with 11 ga. in three (3), equally II, FIIntBoard ISO, OB500, M- SECUROCK OB5001 M- SBS -AA, BP -AA, SOS- SBS -TA -60.0 max. 24- SMS or Ultra Poly annular ring spaced, staggered ENRGY-3, H -Shield OSFA, A -PD, Gypsum -Fiber OSFA, A -PD, D- SBS -TA or AA, SBS -TA or APP - inch spans SMS shank nails center rows or Multi -Max FA3 0 -IS or CR -20, Roof Board IS or CR -20, 6- APP TA or APP -TA TA 4 -inch o.c. inch o.c. Min. 19/32- 32 ga., 1-5/8- 8 -inch o.c. in 3 -inch (Optional) Min. Inch inch dia. tin lap and 8 -inch o.c. 1.5 -inch ACFoam Min. 0.25 -Inch BP -AA (Optional) SBS -AA, W -12 plywood at Yosemite Venting caps with 11 ga. In three (3), equally II, FlintBoard ISO, HA SECUROCK HA SBS -AA, BP -AA, SBS- SBS -TA -60.0 max. 24- Base Sheet annular ring spaced, staggered ENRGY-3, H Shield Gypsum -Fiber SBS -TA or AA, SBS -TA or APP - inch spans shank nails center rows or Multi -Max FA3 Roof Board APP -TA or APP -TA TA Exterior Research and Design, I.I.C. d/b/a Trinity IERD Evaluation Report 3520.03.04-R20 for FL2S33-R19 Certificate of Authorization #19503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09/14/2017 Prepared by: Robert Nieminen, PE -59166 CertainTeed Flintlasticm Modified Bitumen Roof Systems; (610) 651-5847 Appendix 1, Page 6 of 57