Loading...
HomeMy WebLinkAbout19-21388 CITY OF ZEPHYRHILLS ' 5335-8TH STREET (813)780-0020 21388 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21388 Address: 6900 GALL BLVD Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-00900-0011 Improv. Cost: 110,269.23 OWNER INFORMATION Date Issued: 6/20/2019 Name: SPK TAMPA LLC Total Fees: 892.50 Address: 10860 LEMON LAKE BLD Amount Paid: 892.50 ORLANDO, FL 32836-5040 Date Paid: 6/20/2019 Phone: 813-783-7636 Work Desc: REROOF TPO - ROSE RADIOLOGY CONTRACTORS APPLICATION FEES TURNKEY ROOFING OF FL REROOF COMMERCIAL 892.50 Ins ections Re red DRY IN ROOF INSP TAPE JOINTS ROOF INSP FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER e13.760- o City of Zephyrhills Permit Application Fair-813-1e0-0021 4, B BWMV Dapmhnent Dab Received Pions Contact for PoRIM r 5 - � Ali Owners Name [=Mpa, OwnerPhorre Number 813-783-7636 OwneesAddresa 10860 Lemon Lake Blvd,Orlando,FL 32836 OwnsrPhone Number Fee Simple Titleholder Name I I Owner Ptrane Number Fos Simple Titleholder Address JOBADDREss 16900 Gall Blvd Ze h fhills FL 33542 Lass 0 SUBDIVISION 'PARcEL tDa 02 26-21-0010-00900-0011 (MAINEDFloretrRere WIANnoTIM WORK PROPOSED ® NEW CANSM e ADDIALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSEDUSE Q SFR Td Comm Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL = DESCRIPTION of WORK Re-roof building using Mule-Hide TPO system.67 squares BWLDINO gue I = SQ FOOTAGE 67t]0 HEIGHT BUILDING t 110,269.23 vALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING is -1 --14 -���,VV,��QQ)) b =b1ECHAN M Is VALUATION OF MECHANICAL INSTALLATION ✓` iss =GAS ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED I YIN I FEECURREn I Y/N Address License ELECTRICIAN COMPANY SIGNATURE REGISTaEDI Y1 N FEE CUFOMN Addrisa Licenses PWNBER COMPANY SIGNATURE RemSTERED I Y f N FEE CURREn I Y f N Address License s MECHANICAL COMPANY SIGNATURE M-GASTERED I YIN I FECOME. Y!N Address Llconse A OTHER Cpppjy Tumke Roofing Of Florida, Inc. SIGNATURE RecrstEREn IIYI N FEE CURfth N Address 5091 Chester Avenue 0105,Jacksonville,FL 32217 1 kanso s CCC1331925 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach 12)Pict Plans;(2)sets of Building Plana;(1)5et of Energy Forms;R•O-W Pemnitfornew construction. Minimum ten(10)working days oftersubmittai date. Required onsite,Consbucfion Plans,Stornw ater Plane col SM Fence installed. Sanitary Facilities 3 I dumpster,Site Work Penna for subdivisionslimp pmjeds COMMERCIAL Attach(2)Complete sate of Bulkling Plans Plus a Life Safety Page:(1)sat of Energy Farm&R-0-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Cmetru ten Plans.StornvmW Plans w/Slit Fence Installed, Sanitary Fatties Rt 1 dumpsfer.Site Work PertNt for ell new projects All commerdal requirements must mast compliance SIGN PERMIT Affect,(2)sets of Enomered Plans. "PROPERTY SURVEY required for all NEW cormbuction. ' 1 4.* - - - - -—— 11 i t 1 {111 1111l ' 1 I i 1 ' Dlrscdotw: FBI out application completely. Owner&CAnlraetar algn tack of application,notadLed N over$2Wa Notice of Commencement Inrequdred. (AfCupgradeaover=TI1100) " Agent(for the contractor)or Power of AIIomey(for the owner)Mould be someone with notartced letterfrom owner authorizing same OVER THE COUNTER PERMITTING (copy of contract regcdred) Remo"Saftles Sewsra Service Upgrades AIC Fences(P1ot/Suney/Footege) DrIveway"ot over Counter fl on public roadways..meeds ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department / / Date Received phone Contact for Permitting �/ 5 - �Oa7� /V j Owners Name SPK Tampa, LLC Owner Phone Number 813-783-7636 owners Address 10860 Lemon Lake Blvd,Orlando,FL 32836 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6900 Gall Blvd Ze h rhills FL 33542 LOT# SUBDIVISION PARCEL ID# 02-26-21-0010-00900-0011 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR e ADDIALT = SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Re-roof building using Mule-Hide TPO system. 67 squares BUILDING SIZE SQ FOOTAGE 6700 HEIGHT BUILDING $110,269.23 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS M ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO . . . L i t t . . . t t•F' ' 1 1 . 1 1 1 . t . t l l l t t . t . t t t-t . . . . .--.-11-146-.4-1-1 I ;I t ' . 1 ' . t . 1 t. BUILDER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREK Address License# ELECTRICIAN :J COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN L11 N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREt I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREA Y/N Address License# OTHER COMPANY Turnkey Roofing Of Florida, Inc. SIGNATURE REGISTERED JU N FEE CURREN Y N Address 5991 Chester Avenue,#105,Jacksonville,FL 32217 License# CCC1331925 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. "PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED : The undersigned understands that this permit may bo subject to^dwed" restrictions" which may be rr(o"= restrictive than County regulations. The undersigned assumes responsibility for compliance xxith any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not Uoanaad as required by |avv, both the owner and contractor may be cited for a misdemeanor violation under atoba law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthennone, if the owner has hired m contractor or uontnsc1oro, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the oontroctor, that may baon indication that he |a not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATUONKQOPACT/U7[ULITUES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing bui|d|ngo, or expansion of existing bui|dingn, as epaoU5ed in Pasco County {}njinonma nunnber8g-OT and 80-07. as amended. The undersigned also undonatando, that such haeo, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Faaa and Resource Recovery Fees must be paid prior to receiving o "certificate of occupancy" or final power release. |f the project does not involve o certificate of occupancy or final power ne|0000, the fees must be paid prior to permit issuance. Furthermore, if Pasco Counh/ VVater/Gavver Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713° Florida Statutes, as amended): If valuation of work is $2.5OD.UOormore, | madif/ that |, the mpp|ioont, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of-the above described document and promise in good faith &o deliver dto the"owner"prior tocommencement. CONTRA OR"S/OWN ER°S AFFIDAVIT: | certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. | certify that no work or installation has commenced prior to issuance of permit and that all work will be performed to meet standards of all |axvn regulating conatruot|on. County and C|h/ oodaa, zoning regulations, and land development naQu|aUone in the jurisdiction. | also certify that | understand that the regulations of other government agencies may apply to the intended vvork, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection-Cypress Bayheade. Wetland /\naas and Environmentally Sensitive Lands,\8hat»nMastemuaberlFramtnlent. ' Southwest Florida Water K8anogmnnont Diothot-VVaUu, Cypress Boyheade. Wetland Anaoo. Altering VVoUanoounoeo. - Army Corps ofEnginearo-SeovvmUs. Docks, Navigable Waterways. - Department of Health & Rehabilitative 8arviceo/Envinonrnanta| Health Unit48AaUs, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authohb+Runvvnym. | understand that the following restrictions apply to the use offill: - Use of fill ie not allowed in Flood Zone"\y' unless expressly permitted. ' If the fill nnotehm| is to be used in Flood Zone "A^, it is understood that a drainage plan addressing o .,compensating volume" will be submitted otUme�`ofpermitting which is prepared by a professional engineer licensed by the State ofFlorida. - If the fill material is to be used in Flood Zone ''Af in connection with o permitted building using stem xma|| construction, | certify that fill will be used only to fill the area within the stem wall. - If fill rneteha{ is to be used in any area, | certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent pnzparties, the owner may be oited forvio|ating the conditions of the building permit issued under the attached permit application, for lots |eao than one (1) acre which are elevated by fiU, an engineered drainage plan is required. |f| anm the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior hn commencing construction. | understand that o separate permit may be required for electrical mmnh, p|umnbing, ai0ns, vxeUo, poo|a, air conditioning, gas, or other inoby||ahona not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by ouoh'panmit is commenced within six months of permit issuanoe, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in vvhUng, from the Building C)ffioia| fora period not to exceed ninety (80) days and will donnonatnsba justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE.FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT FLORIDA JURAT(F.S. 117.03) y� OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Sub cri and sworn(or affirmed)before me this by �by_ kph 4441 ,e l A S Who is/are personally known to me or has/have produced W o is/are personally known to me or has/have produced as identification. as identification. Notary Public �� Notary Public Commission No. Commission No. T Arty J6kAnnino:wa& Name of Notary typed,printed or stamped Name of Notary typed,printed otistamped TIPF/1NYJOHANMNGMEIER s • MY COMMISSION#GG 313370 q. gn EXPIRES'May 6,2023 •''$3t;tt''' Bond 7ku Notary PuW UWWfi m EXTERIOR RESEARCH&DESIGN, LLC. F)o Certificate of Authorization#9503 T p tA'I�/I ER® 353 Christian Street 1� N�I 1 ' Oxford,CT 06478 (203)262-9245 EVALUATION REPORT Mule-Hide Products Co., Inc. Evaluation Report M15060.06.09-R5 1195 Prince Hall Drive,Suite A FL12772-R5 Beloit,WI 53511-5481 Date of Issuance:06/24/2009 (608)365-3111 Revision 5:09/11/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition(2017)Florida Building Code sections noted herein. DESCRIPTION: Mule-Hide TPO-c Single Ply Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 27-page Appendix. Prepared by: apltgtgtifrnr,q� :w: i Robert J.M.Nieminen,P.E. �o�•.�,:•: t f r ; ; �r,FS The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59156,Florida DCA ANE1983 1!,��� at ti�a�w P.E.on 09/11/2017.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 1 C_)o TRINITY l ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Single Ply Roof Systems Compliance Statement: Mule-Hide TPO-c Single Ply Roof Systems, as produced by Mule-Hide Products Co., Inc. have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: - Section Property Standard Year 1504.3.1 Wind FM 4474 2011 1504.7 Impact FM 4470 2012 1507.13.2 Physical Properties ASTM D6878 2011 1523.6.2 Wind TAS 114 2011 3. REFERENCES: Entity Examination Reference Date ACRC(TST4671) TAS 114 07-051 08/29/2007 ACRC(TST4671) TAS 114 07-059 10/15/2007 ACRC(TST4671) FM4470 10-009 05/19/2010 ACRC(TST4671) FM4470 11-035 06/28/2011 ACRC(TST4671) FM4470 10-018 08/25/2010 ACRC(TST4671) FM4470 10-019 08/25/2010 ATI(TST1588) FM4470 01-37050.01 03/13/2000 ATI(TST1588) TAS 114 D7772.01-109-18 07/09/2014 ATI(TST1588) TAS 114 D7772.02-109-18 07/14/2014 CTL(TST 1577) TAS 114 CTLA-10511 10/13/2008 CTL(TST 1577) TAS 114 CTLA-105R-1 10/13/2008 CTL(TST 1577) TAS 114 CTLA-105R-2 10/13/2008 CTL(TST 1577) TAS 114 CTLA-106R 10/16/2008 CTL(TST 1577) TAS 114 CTLA-106R-1 10/16/2008 CTL(TST 1577) TAS 114 CTLA-106R-2 10/16/2008 CTL(TST 1577) TAS 114 CTLA-106R-3 10/16/2008 CTL(TST 1577) TAS 114 CTLA-106R-4 10/16/2008 CTL(TST 1577) TAS 117 CTLA 111R 01/13/2009 ERD(TST 6049) FM4470/FM 4474 02764.09.05-R1 12/10/2007 ERD(TST 6049) FM 4474, M5830.10.07-111 01/23/2009 ERD(TST 6049) FM 4474 M30780.09.09 09/23/2009 ERD(TST 6049) Physical Properties A35880.04.12-R1 10/26/2012 ERD(TST 6049) Physical Properties C46470.07.14-1A 07/16/2014 ERD(TST 6049) Physical Properties C46470.07.14-1B 07/16/2014 ERD(TST 6049) Physical Properties C46470.07.14-4-R1 07/21/2014 ERD(TST 6049) Physical Properties C46470.07.14-2A 07/30/2014 ERD(TST 6049) Physical Properties C46470.07.14-2B 07/30/2014 ERD(TST 11294) FM 4474 13380.01.17 01/27/2017 ERD(TST 6049) Physical Properties CRL-SC14240.17 03/21/2017 ERD(TST 11294) FM 4474 CEL-CLT16160.08.17-1 08/28/2017 ERD(TST 11294) FM 4474 CEL-CLT16160.08.17-2 08/28/2017 FM(TST1867) FM4470 OV7A4.AM 06/10/1992 FM(TST1867) FM4470 3Z9A1.AM 10/15/1997 FM(TST1867) FM4470 3001522 03/26/1999 FM(TST1867) FM4470 3003393 03/30/1999 FM Approvals(TST1867) FM 4470 3012879 04/04/2003 Exterior Research and Design,I.I.C. Evaluation Report M15060.06.09-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL12772-RS Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Revision 5:09/11/2017 Page 2 of 4 S' 1 , TTRINITYIERD Entity Examination Reference Date FM Approvals(TST1867) FM 4470 3013584 06/27/2003 FM(TST1867) FM4470 3014692 08/05/2003 FM(TST1867) FM4470/FM 4474 3017662 06/07/2005 FM(TST1867) FM4470/FM 4474 3023032 07/20/2005 FM(TST1867) FM4470/FM 4474 3020845 01/25/2006 FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006 FM(TST1867) FM4470/FM 4474 3022174 09/25/2006 FM Approvals(TST1867) FM 4470/4474 3026964 07/25/2007 FM Approvals(TST1867) FM 4470/4474 3029840 09/08/2008 FM Approvals(TST1867) FM 4470/4474 3034985 12/15/2008 FM Approvals(TST1867) FM4470 3037400 09/02/2009 FM(TST1867) FM4470 3037525 09/25/2009 FM(TST1867) FM4470 3037770 10/22/2009 FM Approvals(TST1867) FM4470/4474 3036762 03/08/2011 FM Approvals(TST1867) FM4470/4474 3041535 06/08/2011 FM Approvals(TST1867) FM4470/4474 3039340 06/24/2011 FM Approvals(TST1867) FM4470/4474 3039762 09/07/2012 FM Approvals(TST1867) FM4470/4474 3056207 02/09/2016 FM Approvals(TST1867) FM 4470/4474 RR209155 04/03/2017 PRI CMT(TST5878) TAS 114/FM 4474 CST-016-02-01 05/04/2011 UL,LLC(QUA9625) Quality Control MLA;R13850 08/22/2007 UL,LLC(QUA9625) Quality Control Inspection Report 06/01/2017 4. PRODUCT DESCRIPTION: The following roof covers are mechanically attached or fully adhered to Approved substrates using fasteners, stress plates and adhesives,as outlined in the Limitations/Conditions of Use herein. 4.1 Mule-Hide TPO-c membranes are nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester-scrim reinforced,thermoplastic olefin(TPO)single-ply roof membranes. 4.2 Mule-Hide TPO-c EXTRA membranes are nominal 72-mil (1.8mm) or 80-mil (2.0mm) thick, polyester-scrim reinforced,thermoplastic olefin(TPO),single-ply roof membranes. 4.3 Mule-Hide TPO-c Fleece Back membrane is a nominal 45-mil (1.1mm) or 60-mil (1.5 mm) thick, polyester- scrim reinforced,thermoplastic olefin(TPO)single-ply roof membrane with a polyester fleece backing. 4.4 Mule-Hide SA-TPO membrane is a nominal 60-mil (1.5-mm) thick, polyester-scrim reinforced, thermoplastic olefin(TPO)single-ply roof membrane laminated to an elastomeric pressure-sensitive adhesive. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E.are,in anyway,the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to a current UL Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.5 The roof system evaluation herein pertains to above-deck roof components. 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. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511. Exterior Research and Design,I.I.C. Evaluation Report M15060.06.09-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL12772-RS Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Revision 5:09/11/2017 ' Page 3 of 4 f F)o TRINITY I ERD 5.7 For mechanically attached insulation or membrane or strip-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. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.8 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. No rational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof 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. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off) or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, 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 shall be conducted on mock-ups of the proposed new roof assembly. 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system 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 ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 5.12 Metal edge attachment(except gutters),shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3). 5.13 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Mule-Hide TPO-c Single Ply Roof Systems shall be installed in accordance with Mule-Hide Products Co., Inc. published installation instructions,subject to the Limitations/Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 6.3 For mechanically fastened membrane systems(Type D) over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered to F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com -THE 27-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report MlS060.06.09-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL12772-RS Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Revision 5:09/11/2017 Page 4 of 4 �PTRRINITYIERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page IA Wood New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 4 1B Wood New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 4 1C Wood New,Reroof(Tear-Off),Recover D-3 Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 4 1D Wood New,Reroof(Tear-Off),Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 5 lE Wood New,Reroof(Tear-Off),Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 5 1F Wood New Construction F Non-Insulated,Bonded Roof Cover 5 2A Steel or Structural Concrete New,Reroof(Tear-Off),Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-7 2B Steel or Structural Concrete New,Reroof(Tear-Off),Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 8-9 2B Steel New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 10-11 2D Steel or Structural Concrete New,Reroof(Tear-Off),Recover D-1 Insulated,Mechanically Attached Roof Cover 12-15 2E Steel or Structural Concrete New,Reroof(Tear-Off),Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 16 3A Structural Concrete New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 17-18 3B Structural Concrete New,Reroof(Tear-Off),Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 18-19 3C Structural Concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 19 4A LWIC New,Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 20 4A-1 LWIC over Steel New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 20 4A-2 LWC over Structural Concrete New,Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 21 5A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 22 6A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 23 6B Steel Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 24 6C Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 25 6D Steel or Structural Concrete Recover E Non-Insulated,Mechanically Attached Roof Cover 26 6E Various Recover F-2 New LWC over Existing Roof,Bonded Roof Cover 27 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above-deck roof components. 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. 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: Mule-Hide Drill Point Fastener or Mule-Hide HDP Fastener with Mule-Hide 3 in.Insulation Plate. Minimum%-inch steel penetration,engage the top flute of the steel deck ➢ Steel Deck: Mule-Hide Drill Point Fastener or Mule-Hide HDP Fastener with Mule-Hide 3 in.Insulation Plate. Minimum%-inch steel penetration,engage the top flute of the steel deck. ➢ Structural Concrete: Mule-Hide HDP Fastener or Mule-Hide Fluted Concrete Nail with Mule-Hide 3 in.Insulation Plate.Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,fiberboard,perlite and/or gypsum-based insulation 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 rigid insulation board for System Type C-2(plate bonded roof cover)or Type D(mechanically attached membrane), whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater type,thickness and strength 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. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL32772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 1 of 27 �PTRINITY�ERD 5. 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: ➢ Mule-Hide Helix®Low-Rise Adhesive(HELIX): Continuous%to 1-inch wide beads,12-inch o.c. ➢ ICP Adhesives CR-20: Continuous 2Y.to 3Y.-inch wide ribbons,12-inch o.c. ➢ OlyBond 500(OB-500): Continuous%to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot application devices. ➢ Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 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: ➢ ICP Adhesives CR-20: MDP -117.5 psf (Min.1.0-inch thick) ➢ OlyBond 500(OB500): MDP -315.5 psf (Min.0.5-inch thick Poly ISO 1,H-Shield or ENRGY 3) ➢ OlyBond 500(OB500): MPD -487.5 psf (Min.0.5-inch thick Poly ISO 2 or ACFoam ll) 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 ANSI/SPRI WD-1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. 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. 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 System Type D,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Structural Concrete Deck or Recover Applications using System Type C-2(Plate Bonded Roof Cover)or Type D(Mechanically Attached Roof Cover),the insulation is optional. Alternatively, min.0.5-inch HP Recovery Board,Poly ISO 1-HD,H-Shield HD or SecurShield HD or min.0.25-inch to 0.625-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board or min.3/8-inch Insulfoam R-Tech EPS or Fan-Fold may be used as a separator board,preliminarily attached prior to roof cover installation. The separator component shall be documented as meeting FBC 1505.1 and,for foam plastic, FBC Chapter 26,when installed with the roof cover in Recover applications. 15. 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. Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 2 of 27 �PTRRINI-rYJERD 16. For adhered membrane systems,side laps shall be minimum 2-inch wide sealed with min.1.5-inch heat weld. Unless otherwise noted,membrane adhesive application rates are as follows: Membrane Adhesive Method Rate Mule-Hide TPO-c Mule-Hide TPO-c Bonding Adhesive(TPO-c BA) Contact(both sides) 60 ft2/gal Mule-Hide TPO-c Aqua Base 120 BA Contact(both sides) 120 ft2/gal Mule-Hide TPO-c Fleece Back Aqua Base 120 BA Wet lay(substrate) 120 ft2/gal Mule-Hide TPO-c Fleece Back Mule-Hide Helix®Low-Rise Adhesive(HELIX) Wet lay(substrate) FULL=continuous ribbons,maximum 4-inch o.c. 17. For membrane systems attached using TPO 10-inch Pressure-Sensitive RUSS,the underside of the membrane which comes in contact with the tape shall be primed with HP-250 Primer. The membrane shall be secured by placing the primed portion onto the tape portion of the TPO 10-inch Pressure-Sensitive RUSS and roll with a steel hand roller to ensure contact. 18. For bonded membrane systems,unless otherwise noted,reference to"Mule-Hide TPO-c"membrane below also includes"Mule-Hide TPO-c EXTRA". 19. Vapor barrier options for use over structural concrete deck followed by adhesive-applied insulation carry the following Maximum Design Pressure(MDP)limitations. The lesser of the MDP listings below vs.those in Table 3A applies. VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED BY ADHESIVE-APPLIED INSULATION PER TABLE 3A: Option# Primer Vapor Barrier Type Application Insulation Adhesive MDP(psf) VB-1. Carlisle CAV-GRIP Primer F5T"Air&Vapor Barrier or Carlisle VapAir Seal 725TR Self-adhering HELIX(RIBBON,12-inch D.C.) -97.5 VB-2. ASTM D41 Carlisle SureMB 90TG Base or SureMB 120 TG Poly Base Torch-applied HELIX(RIBBON,12-inch o.c.) -97.5 VB-3. ASTM D41 Carlisle SureMB 90 Base or SureMB 120 Poly Base Hot-asphalt HELIX(RIBBON,12-inch o.c.) -97.5 20. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL32772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 3 of 27 r-rRRINrry ERD TABLE 1A: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer MOP Base Insulation Layer Roof Cover(Note 16) No. (Note 1) Type I Fasteners Attach (psf) - Min.19/32"plywood or (Optional)One or more layers, Min.1.5-inch Poly ISO 1,H-Shield,ACFoam II, Mule-Hide TPO-c/TPO-c BA or Aqua W 1 wood plank any combination,loose laid Poly ISO 2 or ENRGY 3 Note 2 1 per 2 ftx Base 120 BA 45.0" TABLE 113: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER System Roof Deck Insulation Layer(Note 14) Roof Cover MDP No. Type Attach Membrane Fasteners Spacing (psf) Min.19/32-inch plywood or wood plank at max.24"spans One or more Mule-Hide EHD W-2 attached using 8d ring shank nails spaced 6"o.c.in the field layers,any Preliminarily TPO-cMule- ide Fasteners and 2.4 6-inch o.c.within 5.5-inch wide laps spaced 90.5-inch attached PO c -52.5 and#10 ring shank nails spaced 4"o.c.at the perimeter combination Seam Plates o.c. Outside of lap sealed with 1.5-inch heat-weld Min.19/32-inch plywood or wood plank at max.24"spans One or more Mule-Hide EHD W-3 attached using 8d ring shank nails spaced 6"o.c.in the field layers,any Preliminarily TPO-c Mule-Hide Fasteners and 2.4 6-inch Outside within se inch wide laps spaced -wee inch -67.5 and#10 ring shank nails spaced 4"o.c.at the perimeter combination attached TPO-c Seam Plates O.C. Outside of lap sealed with 1.5-inch heat-weld 6-inch o.c.within 5-inch wide laps spaced 67-inch o.c. Min.23/32-inch OSB at max.24-inch spans attached using One or more Mule-Hide EHD Outside of lap sealed with 1.5-inch heat-weld and 6- W-4 8d ring shank nails spaced 6"o.c.in the field and 8"o.c.at layers,any Preliminarily Mule-Hide Fasteners and 2.4 inch o.c.in one row centered between the laps. -67.5 intermediate supports combination attached TPO-c Seam Plates Center row covered with 6-inch wide cover strip sealed with 1.5-inch heat weld at all edges TABLE 1C:WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE D-3: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(Note 1) Insulation(Note 14) Base Sheet Roof Cover MOP No. Type Attach Base Sheet Fasteners Attach Membrane Adhesive (psf) Min.19/32-inch plywood at One or more Atlas Summit Mule-Hide Drill Point 12-inch o.c.at the 4-inch laps and 12- Self- W-5 max.24-inch spans;#10 x 2- layers,any Loose-laid Synthetic Fastener and Mule-Hide 2" inch o.c.at three,equally spaced Mule-Hide SA-TPO -120.0 inch wood screws,6-inch o.c. combination Underlayment Seam Plate rows in the center of the sheet. adhered Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 4 of 27 TRINITY ER® TABLE 1D: WOOD DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE E-1: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER Thermal Barrier Roof Cover System Roof Deck MDP No. Type Attach Membrane Fasteners Fastener Lap Width Lap Spacing Seam Weld (Psf). Spacing(inch) (inch) (inch) (inch) Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or (Optional)Any Mule-Hide EHD W 6 Barrier Technology Corp"Blazeguard A or C"at max.24-inch approved Loose-laid Mule-Hide Fasteners and 2.4 12 5 48 1.5 -30.0 spans attached using No.8 x 2Y=-inch long course thread thermal barrier TPO-c Seam Plates screws spaced 6"o.c. Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C"at max.24-inch (Optional)Any Mule-Hide Mule-Hide EHD W 7 spans attached using No.8 x 2Y2-inch long course thread approved Loose laid TPO c Fasteners and 2.4 6 5 72 1.5 52.5 screws spaced 6"o.c. thermal barrier Seam Plates Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or (Optional)Any Mule-Hide EHD W 8 Barrier Technology Corp"Blazeguard A or C"at max.24-inch approved Loose-laid Mule-Hide Fasteners and 2.4 6 5 48 1.5 -75.0 spans attached using No.8 x 2Y.-inch long course thread thermal barrier TPO-c Seam Plates screws spaced 6"o.c. Min.19/32-inch plywood at max.24-inch spans attached (Optional)Any Mule-Hide Mule-Hide EHD 48(over W 9 using 8d ring shank nails spaced 6-inch o.c. approved Loose-laid TPO C Fasteners and 2.4 6 5.5 structural 1.5 -75.0 thermal barrier Seam Plates members) TABLE 3E: WOOD DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER System Deck(Note 1) Thermal Barrier Base Sheet Roof Cover MDP No. Type Attach Base Sheet Fasteners Attach Membrane Adhesive (psf) Min.19/32-inch plywood at (Optional)Any Atlas Summit Mule-Hide Drill Point 12-inch o.c.at the 4-inch laps and 12-inch Mule-Hide SA- Self- W-10 max.24-inch spans;#10 x 2- approved Loose-laid Synthetic Fastener and Mule-Hide o.c.at three,equally spaced rows in the TPO adhered -120.0 inch wood screws,6-inch o.c. thermal barrier Underlayment 2"Seam Plate center of the sheet. TABLE IF:WOOD DECKS—NEW CONSTRUCTION SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Roof Deck Roof Cover(Note 16) MDP No. Membrane Application (PSfl W-11 Min.15/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C"at max.24-inch spans attached using No.8 x 2Y2-inch long course thread screws spaced 6"o.c. Mule-Hide TPO-c Aqua Base 120 BA -45.0 �W-12 Min.19/32-inch thick Mule-Hide FR Deck Panel A or C or Barrier Technology Corp"Blazeguard A or C"at max.24-inch spans attached using No.8 x 2%-inch long course thread screws spaced 6"o.c. Mule-Hide TPO c Aqua Base 120 BA 52.5 Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FLIZ772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 5 of 27 TRINITY j ERD TABLE 2A: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer I Top Insulation Layer I 7MDP No. Roof Cover(Note 16) (Note 1) Type Fastener Attach Type Attach (psf)MULE-HIDE TPO-c APPLICATIONS: Min.22 ga.,type B,Grade 33 Min.1.5-inch Poly ISO 1,H- Min.1.0-inch base insulation and/or Mule Hide SC-1 steel or min.2,500 psi Note 2 1 per 3.2 ftZ Min.0.25-inch Dens Deck Prime or HELIX 20 B/TPO-c BA or 1 Shield Poliso HP-H -45.0* structural concrete , y SECUROCK Gypsum-Fiber Roof Board Aqua Base 120 BA Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1,H- Min.1.0-inch base insulation and/or Mule-Hide TPO-c/TPO-c BA or SC-2 steel or min.2,500 psi Shield,Polyiso HP-H Note 2 1 per 4.0 ftZ Min.0.25-inch Dens Deck Prime or HELIX Aqua Base 120 BA -45.0* structural concrete SECUROCK Gypsum-Fiber Roof Board Min.22 ga.,type B.Grade 33 Min.0.5-inch Dens Deck or Min.1.5-inch ACFoam II,Poly ISO 2, Mule-Hide TPO-c/TPO-c BA or SC-3 steel or min.2,500 psi Dens Deck Prime Note 2 1 per 2.0 ftZ ENRGY 3,Poly ISO 1 or H-Shield followed OB500 Aqua Base 120 BA -37.5* structural concrete by Min.0.25-inch Dens Deck Prime Min.22 ga.,type B,Grade 33 SC-4 steel or min.2,500 psi Min.2-inch Poly ISO 1.H- Note 2 1 per 4.0 ftZ Min 0.25-inch SECUROCK Gypsum-Fiber OB500 Mule-Hide TPO-c/TPO-c BA or -37.5* structural concrete Shield,H Shield CG Roof Board Aqua Base 120 BA Min.22 ga.,type B,Grade 33 Min.1.5-inch ACFoam II,Poly Mule-Hide TPO-c/TPO-c BA or SC-5 steel or min.2,500 psi ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 2.0 ftZ Additional layers of base insulation OB500 pule Base 120-c -45.0* structural concrete ENRGY 3 Min.22 ga.,type B,Grade 33 Min.1.5-inch ACFoam II,Poly Min.0.25-inch Dens Deck,Dens Deck Mule-Hide TPO-c/TPO-c BA or SC-6 steel or min.2,500 psi ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 2.0 ftZ prime OB500 Aqua Base 120 BA -45.0* structural concrete ENRGY 3 Min.22 ga.,type B.Grade 33 Min.0.5-inch Dens Deck or Z Min.1.5-inch ACFoam II,Poly ISO 2, Mule-Hide TPO-c/TPO-c BA or SC-7 steel or min.2,500 psi Dens Deck Prime Note 2 1 per 2.0 ft ENRGY 3,H-Shield or Poly ISO 1 OB500 Aqua Base 120 BA -45.0* structural concrete Min.22 ga.,type B,Grade 33 Min.2.0-inch ACFoam II,Poly Mule-Hide TPO-c/TPO-c BA or SC-8 steel or min.2,500 psi ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 4.0 ftZ Additional layers of base insulation OB500 Aqua Base 120 BA -45.0* structural concrete ENRGY 3 Min.22 ga.,type B,Grade 33 Min.2.0-inch ACFoam II,Poly SC-9 steel or min.2,500 psi ISO 1,Poly ISO 2,H-Shield CG, Note 2 1 per 4.0 ftZ Min.0.25 inch Dens Deck,Dens Deck OB500 Mule-Hide 1 /TPO-c BA or 120 B Prime -45.0* structural concrete ENRGY 3 Aqua Base 20 BA Min.22 ga.,type B,Grade 33 Min.1.5-inch Poly ISO 1,H- Z Min.0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/TPO-c BA or SC-10 steel or min.2,500 psi Shield,H-Shield CG Note 2 1 per 3.2 ft Roof Board OB500 Aqua Base 120 BA -45.0* structural concrete Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1,H- Z Min 0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/TPO-c BA or SC-11 steel or min.2,500 psi Shield,H-Shield CG Note 2 1 per 2.67 ft Roof Board OB500 Aqua Base 120 BA -45.0* structural concrete Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1,H- Z Min 0.25-inch SECUROCK Gypsum-Fiber Mule-Hide TPO-c/TPO-c BA or SC-12 steel or min.2,500 psi Shield,H-Shield CG Note 2 1 per 1.6 ft Roof Board OB500 Aqua Base 120 BA -60.0 structural concrete MULE-HIDETPO-CFLEECE'BACK APPLICATIONS: Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 6 of 27 rTRTRINITYIERD TABLE 2A: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER 'N,,, SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer MOP No. Roof Cover(Note 16) (Note 1) Type Fastener Attach Type Attach (psf) Min.22 ga.,type B,Grade 33 Min.1.5-inch Poly ISO 1,H- Min.1.0-inch base insulation and/or SC-13 steel or min.2,500 psi Shield Poliso HP-H Note 2 1 per 3.2 ft2 Min.0.25-inch Dens Deck Prime or HELIX HELIX(FULL)Mule-Hide TPO-c Fleece Back/ -45.0* structural concrete , y SECUROCK Gypsum-Fiber Roof Board HELIX(FULL) Min.22 ga.,type B,Grade 33 Min.2-inch Poly ISO 1,H- Min.1.0-inch base insulation and/or SC-14 steel or min.2,500 psi Shield Poliso HP-H Note 2 1 per 4.0 ftx Min.0.25-inch Dens Deck Prime or HELIX HELIX(FULL)Mule-Hide TPO-c Fleece Back/ -45.0* structural concrete , y SECUROCK Gypsum-Fiber Roof Board HELIX(FULL) Min.22 ga.,type B,Grade 33 SC-15 steel or min.2,500 psi Min.2-inch Poly ISO 1,H- Note 2 1 per 1.6 ftz Min 0.25 inch SECUROCK Gypsum Fiber HELIX Mule-Hide TPO-c Fleece Back/ -60.0 structural concrete Shield,Polyiso HP-H Roof Board HELIX(FULL) Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization N9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)36S-3111 Appendix 1,Page 7 of 27 TRINIIY j ERD TABLE 2B: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Roof Cover(Note 16)Top Insulation Layer MOP No. (Note 1) Type Fasteners Attach (psf) - MULE-HIDE TPO-c APPLICATIONS: SC-16 Min.22 ga.,type B,Grade 33 steel Min.1.5"thick,one or more layers, Min 7/16"APA or TECO rated OSB Trufast SIP LD 1 per 3.2 ft2 Mule-Hide TPO-c/TPO-c BA or Aqua -37.5* any combination,loose laid Fasteners Base 120 BA SC-17 Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min.1-inch Poly ISO 2,ACFoam Note 2 1 per 1.6 II p Mule-Hide TPO-c/TPO-c BA or Aqua 37.5* min.2,500 psi structural concrete combination,loose laid or ENRGY 3 ft2 Base 120 BA SC-18 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min.0.5-inch H-Shield HD Note 2 1 per 2.67 ft2 Mule-Hide TPO-c/TPO-c BA -37.5* min.2,500 psi structural concrete layers,any combination,loose laid SC-19 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.25-inch SECUROCK Gypsum- Note 2 1 per 2.67 ft2 Mule-Hide TPO-c/TPO-c BA or Aqua 37.5* min.2,500 psi structural concrete layers,any combination,loose laid Fiber Roof Board Base 120 BA SC-20 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.50-inch SECUROCK Gypsum- Note 2 1 per 3.2 ft2 Mule-Hide TPO-c/TPO-c BA or Aqua -45.0* min.2,500 psi structural concrete layers,any combination,loose laid Fiber Roof Board Base 120 BA SC-21 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.625-inch SECUROCK Note 2 1 per 4.0 ft2 Mule-Hide TPO-c/TPO-c BA or Aqua -45.0* min.2,500 psi structural concrete layers,any combination,loose laid Gypsum-Fiber Roof Board Base 120 BA SC-22 Min.22 ga.,type B,Grade 33 steel Min.1.5"thick,one or more layers, Min 7/16"APA or TECO rated OSB Trufast SIP LD 1 per 2.67 ft2 Mule-Hide TPO-c/TPO-c BA or Aqua -45.0* any combination,loose laid Fasteners Base 120 BA SC-23 Min.22 ga.,type B,Grade 33 steel or One or more layers,any combination, Min 7/16"APA or TECO rated OSB Note 2 1 per 3.6 ft2 Mule-Hide TPO-c/TPO-c BA or Aqua -45.0* min.2,500 psi structural concrete loose laid Base 120 BA SC 24 Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min.1-inch Poly ISO 1,H-Shield,H- Note 2 1 per p 1.6 Mule-Hide TPO-c/TPO-c BA or Aqua 45.0* min.2,500 psi structural concrete combination,loose laid Shield CG ft2 Base 120 BA Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min.1.5-inch ACFoam II,Poly ISO 2 Mule-Hide TPO-c/TPO-c BA or Aqua SC-25 min.2,500 psi structural concrete combination,loose laid 2,H-Shield,Poly ISO 1,H-Shield Note 2 1 per 2.0 ft Base 120 BA -45.0 CG,EN RGY 3 Min.22 ga., ,Grade 33 steel or Min.2.0-inch ACFoam II,Poly ISO SC-26 type B (Optional)One or more layers,any 2,H-Shield,Poly ISO 1,H-Shield Note 2 1 per 4.0 ft2 Base Mule-Hide TPO-c/TPO-c BA or Aqua -45.0* CG,ENRGY 3 Bas min.2,500 psi structural concrete combination,loose laid e 120 BA SC-27 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min.0.5-inch H-Shield HD Note 2 1 per 2.0 ft2 Mule-Hide TPO-c/TPO-c BA - -45.0* min.2,500 psi structural concrete layers,any combination,loose laid SC-28 Min.22 ga.,type B,Grade 33 steel or Min.1.5"thick,one or more layers, Min 7/16"APA or TECO rated OSB Note 2 1 per 1.9 ft2 Mule-Hide TPO-c/Aqua Base 120 -52.5 min.2,500 psi structural concrete any combination,loose laid BA SC-29 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more min.2,500 psi structural concrete layers,any combination,loose laid Min 0.5-inch Dens Deck Prime Note 2 1 per 1.6 ft2 Mule-Hide TPO c/TPO-c BA 60.0 Min.22 ga.,type B,Grade 33 steel or Min.1.5"thick,one or more layers, SC-30 min.2,500 psi structural concrete any combination,loose laid Min 7/16"APA or TECO rated OSB Note 2 1 per 1.9 ft2 Mule-Hide TPO-c/TPO-c BA 75.0 Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min 2.0-inch ACFoam II,Poly ISO 1, SC-31 min.2,500 psi structural concrete combination,loose laid Poly ISO 2,H-Shield,H-Shield CG, Note 2 1 per 1.6 ft2 Mule-Hide TPO-c/TPO-c BA -75.0 ENRGY3 Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 8 of 27 �VTRRINITYIERD TABLE 2B: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer MOP Base Insulation Layer Roof Cover(Note 16) No. (Note 1) Type Fasteners Attach (psf) SC-32 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 0.5-inch SECUROCK Gypsum- min.2,500 psi structural concrete layers,any combination,loose laid Fiber Roof Board Note 2 i per 1.6 ftZ Mule Hide TPO-c/TPO-c BA 82.5 SC-33 Min.22 ga.,type B,Grade 33 steel or Min.1.5-inch thick,one or more Min 7/16-inch APA or TECO rated min.2,500 psi structural concrete layers,any combination,loose laid OSB Note 2 1 per 1 ftZ Mule-Hide TPO-c/TPO-c BA 97.5 Min.20 ga.,type B,Grade 33 steel or (Optional)Min.1.5-inch thick,one or Min.0.625-inch SECUROCK SC-34 min.2,500 psi structural concrete more layers,any combination,loose Gypsum-Fiber Roof Board Note 2 1 per 1.33 ftZ Mule-Hide TPO-c/TPO-C BA -112.5 laid SC-35 Min.18 ga.,type B,Grade 33 steel or Min.2-inch thick,one or more layers, Min.0.5-inch SECUROCK Gypsum- Note 2 1 per 1.33 ft2 Mule-Hide TPO-c/TPO-c BA -112.5 min.2,500 psi structural concrete any combination,loose laid Fiber Roof Board SC-36 Min.22 ga.,type B,Grade 33 steel or (Optional)One or more layers,any Min 2-inch H-Shield CG Note 2 1 per 1 ftZ Mule-Hide TPO-c/TPO-c BA -120.0 min.2,500 psi structural concrete combination,loose laid MULE-HIDE SA-TPO APPLICATIONS: Min.22 ga.,type B,Grade 33 steel or (Optional for Recover)Min.1.5-inch SC-37 min.2,500 psi structural concrete thick,one or more layers,any Min.2-inch Insulfoam SP Note 2 1 per 2.7 ftZ Mule-Hide SA-TPO,self-adhered -30.0* combination,loose laid Min.22 ga.,type B,Grade 33 steel or (Optional for Recover)Min.1.5-inch SC-38 min.2,500 psi structural concrete thick,one or more layers,any Min.2-inch Insulfoam SP Note 2 1 per 2.0 ftZ Mule-Hide SA-TPO,self-adhered -45.0* combination,loose laid (Optional for Recover)Min.1.5-inch Min.0.25-inch Dens Deck Prime or Min.22 ga.,type B,Grade 33 steel or SECUROCK Gypsum-Fiber Roof SC-39 min.2,500 psi structural concrete thick,one or more layers,any Board or min 7/16-inch APA or Note 2 1 per 2.0 ft� Mule-Hide SA-TPO,self-adhered 45.0` combination,loose laid TECO rated OSB Min.22 ga.,type B,Grade 33 steel or (Optional)Min.1.5-inch thick,one or Min.1.5-inch Poly ISO 1,H-Shield, SC-40 min.2,500 psi structural concrete more layers,any combination,loose Polyiso HP-H,SecurShield,H-Shield Note 2 1 per 2.0 ft2 Mule-Hide SA-TPO,self-adhered -45.0* laid CG Min.22 ga.,type B,Grade 33 steel or (Optional)Min.1.5-inch thick,one or Min.2.0-inch Poly ISO 1,H-Shield, SC-41 min.2,500 psi structural concrete more layers,any combination,loose Polyiso HP-H,SecurShield,H-Shield Note 2 1 per 1.6 ftZ Mule-Hide SA-TPO,self-adhered -60.0 laid CG Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 9 of 27 r�D TRINITY ER® TABLE 2C: STEEL DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION,PLATE-BONDED ROOF COVER System Deck Attachment MOP Insulation Layer Roof Cover No. (Note 1) Fasteners Density (Psf) Min.22 ga.,type B, Min.1-inch thick,one or more Mule-Hide EHD Fastener and 1 per 5.33 ft'(6 per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or SC-42 layers,any combination.Note RhinoBond Plate-TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -45.0 Grade 33 steel A RhinoBond Treadsafe Plate-TPO Note B per manufacturer's instructions. Min.22 ga.,type B, Min.1-inch thick,one or more Mule-Hide EHD Fastener and 1 per 4 ft'(8 per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or SC-43 Grade 33 steel layers,any combination. Note RhinoBond Plate-TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -52.5 A. RhinoBond Treadsafe Plate-TPO Note B per manufacturer's instructions. Min.22 ga.,type B, Mule-HMule-Hide TPO-c(minimum 60-mil)bonded to Grade 40 steel;6 ft Min.1.5-inch thick,one or RhinoBond EHD Fastener and 1 per 4 ft' RHINOBOND Insulation Plate(TPO)or RHINOBOND SC-44 RhinoBond Plate-TPO or spans;5/8"puddle more layers,any combination. RhinoBond Treadsafe Plate-TPO (2 x 2 ft grid pattern) Treadsafe Plate(TPO)with RHINOBOND tool per -52.5 welds 6"o.c. manufacturer's instructions. Min.22 ga.,type B, Min.1-inch thick,one or more Mule-Hide EHD Fastener and 1 per 4 ft'(8 per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or SC-45 Grade 80 steel layers,any combination. Note RhinoBond Plate-TPO or Per FM Loss Prevention Data Sheet 1-29; RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -60.0 A. RhinoBond Treadsafe Plate-TPO Note B per manufacturer's instructions. Min.22 ga.,type B, Min.1.5-inch thick,one or Mule-Hide EHD Fastener and 1 per 2 ft2(16 per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or SC-46 Grade 33 steel more layers,any combination. RhinoBond Plate-TPO or Per FM Loss Prevention Data Sheet 1-29 RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -97.5 Note C. RhinoBond Treadsafe Plate-TPO per manufacturer's instructions. Min.1.5-inch thick,one or Mule-Hide EHD Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to SC-47 Min.22 ga.,type B, more layers,any combination, RhinoBond Plate-TPO or 12-inch o.c.in rows 120-inch o.c. RhinoBond Plate-TPO or RhinoBond Treadsafe Plate- Grade 80 steel TPO with RHINOBOND tool per manufacturer's 30.0 prelim attach(Note 14) RhinoBond Treadsafe Plate-TPO instructions. Min.22 ga.,type B, Min.1.5-inch thick,one or Mule-Hide EHD Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or SC-48 Grade 80 steel more layers,any combination, RhinoBond Plate-TPO or 6-inch o.c.in rows 120-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5 prelim attach(Note 14) RhinoBond Treadsafe Plate-TPO per manufacturer's instructions. Min.22 ga.,type B, Min.1.5-inch thick,one or Mule-Hide EHD Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or SC-49 Grade 80 steel more layers,any combination, RhinoBond Plate-TPO or 12-inch o.c.in rows 60-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5 prelim attach(Note 14) RhinoBond Treadsafe Plate-TPO per manufacturer's instructions. Min.1.5-inch thick,one or Mule-Hide EHD Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to SC-50 Min.22 ga.,type B, more layers,any combination, RhinoBond Plate-TPO or 12-inch o.c.in rows 60-inch o.c. RhinoBond Plate-TPO or RhinoBond Treadsafe Plate- Grade 80 steel TPO with RHINOBOND tool per manufacturer's 45.0 prelim attach(Note 14) RhinoBond Treadsafe Plate-TPO instructions. Min.1.5-inch thick,one or Mule-Hide EHD Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to SC-51 Min.22 ga.,type B, more layers,any combination, RhinoBond Plate-TPO or 6-inch o.c.in rows 120-inch o.c. RhinoBond Plate-TPO or RhinoBond Treadsafe Plate- Grade 80 steel TPO with RHINOBOND tool per manufacturer's 52.5 prelim attach(Note 14) RhinoBond Treadsafe Plate-TPO instructions. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M15060.06.09-RS for FL12772-RS Certificate of Authorization#9503 eH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 10 of 27 PTRINITY ERD TABLE 2C: STEEL DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION,PLATE-BONDED ROOF COVER System Deck Attachment MDP Insulation Layer Roof Cover No. (Note 1) Fasteners Density (psf) - Min.22 ga.,type B, Min.1.5-inch thick,one or Mule-Hide EHD Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or SC-52 Grade 80 steel more layers,any combination, RhinoBond Plate-TPO or 6-inch o.c.in rows 60-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -67.5 prelim attach(Note 14) RhinoBond Treadsafe Plate-TPO per manufacturer's instructions. Notes: A. For these assemblies,the 8 ft insulation board length is placed perpendicular to the steel deck ribs. B. The plate/fastener combination offset 12 inch from adjacent rows. C. For these assemblies,the 8 ft insulation board length is placed perpendicular to the steel deck ribs and each row of insulation is staggered by 1 foot. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization k9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 11 of 27 TRINITY�ERD TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER System Insulation Layer(Note 14) Roof Cover MDP. Roof Deck Fastener Spacing Lap Width Lap Spacing Seam Weld No. Type Attach Membrane Fasteners (Psf) (inch) (inch) (inch) (inch) Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide SC-53 80 steel more layers,any attach or TPO-c EXTRA 2.4"Seam Plate 18 5.5 66.5 1.5 -30.0 combination I Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-54 33 steel or min.2,500 psi more layers,any attach or TPO-c EXTRA HDP Fastener(concrete only)and Mule- 12 5.5 138.5 1.5 -30.0 structural concrete combination Hide 2.4"Seam Plate Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-55 33 steel or min.2,500 psi more layers,any attach or TPO-c EXTRA HDP Fastener(concrete only)and Mule- 12 5.5 91 1.5 -30.0 structural concrete combination Hide 2.4"Seam Plate Min.22 ga.,type B,Grade Min.1-inch,one or 33 steel,6 It span,5/8" more layers,any SC-56 diameter puddle welds 6" combination(optional Prelim. Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and 12 5.5 90.5 1.5 -30.0 o.c.,side laps secured 24" for recover)followed attach or TPO-c EXTRA Mule-Hide 2.4" PLUS Seam Plate o.c.w/Y."-14x1"long self- by 3/8-inch lnsulfoam tapping hex-head screw R-Tech EPS or Fan-Fold Min.22 ga.,type 8,Grade 33 steel,6 ft span,5/8" Mule-Hide TPO-c Min.1-inch,one or SC-57 diameter puddle welds 6" more layers,any Prelim. (min.nominal 60- Mule-Hide EHD Plus Fasteners and 12 5.5 90.5 1.5 -37.5 o.c.,side laps secured 24" combination Attach mil)or TPO-c Mule-Hide 2.4" PLUS Seam Plate o.c.w/%"-141"long self- EXTRA tapping hex-head screw Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-58 80 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 12 5.5 115 1.5 -37.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate Min.22 ga.,type B,Grade 40 steel;6 It spans;5/8" Min.1-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-59 puddle welds 6"o.c.or more layers,any attach (min.60-mil)or HDP Fastener(concrete only)Fasteners 6. 5.5 138.5 1.5 -37.5 min.2,500 psi structural combination TPO-c EXTRA and Mule-Hide 2.4"Seam Plate concrete Min.22 ga.,type 13,Grade 33 steel,6 ft span,5/8" Min.1-inch,one or SC-60 diameter puddle welds 6" more layers,any Prelim. Mule-HideTPO-c Mule-Hide EHD Fastener and Mule-Hide 6 5.5 138.5 1.5 -45.0 o.c.,side laps secured 24" combination attach or TPO-c EXTRA 2.4"Seam Plate o.c.W/W-141"long self- tapping hex-head screw Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nierninen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 12 of 27 TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER '\STRINITY IERD SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER System Roof Deck Insulation Layer(Note 14) Roof Cover MOP No. Type Attach Membrane Fasteners Fastener Spacing Lap Width '-Cap Spacing Seam-Weld (Psf)- (inch) (inch) (inch) (inch) Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide EHD Plus Fasteners and SC-61 80 steel or min.2,500 psi more layers,any Prelim. Mule-Hide TPO-c Mule-Hide 2.4" PLUS Seam Plate(steel structural concrete combination attach or TPO-c EXTRA only)or HDP Fastener and Mule-Hide 12 5.5 115 1.5 -45.0 2.4"Seam Plates Min.18 ga.,type B,Grade Min.1.5 inch,one or Mule-Hide EHD Fasteners(steel_only)or SC-62 33 steel or min.2,500 psi more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and Mule- 12 5.5 115 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plates 1.5 -45.0 Min.22 ga.,type B,Grade 33 steel,6 ft span,5/8" Mule-HideTPO-c SC-63 diameter puddle welds 6" Min.1-inch,one or Prelim. (min.nominal 60- Mule-Hide EHD Fastener and Mule-Hide o.c.,side laps secured 24" more layers,any attach mil)or TPO-c 2.4"Seam Plate 6 5.5 114.5 1.5 -45.0 o.c.wl%"-14x1"long self- combination EXTRA tapping hex-head screw Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-64 80 steel or min.2,500 psi more layers,any Prelim. Mule-HideTPO-c HDP Fastener(concrete only)and Mule- 12 5.5 114.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate 1.5 -45.0 Min.22 ga.,type B,Grade Min.1.5-inch,one or i Mule-Hide EHD Plus Fasteners and SC-65 33 steel or min.2,500 psi more layers,any Prelim. Mule-HideTPO-c Mule-Hide 2.4" PLUS Seam Plate(steel structural concrete combination attach or TPO-c EXTRA only)or HDP Fastener and Mule-Hide 12 5.5 91 1.5 -45.0 2.4"Seam Plates Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or - SC-66 80 steel or min.2,500 psi more layers,any Prelim. Mule-Hide TPO-c HDP Fastener(concrete only)and Mule- 12 5.5 91 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate 1.5 -45.0 Min.22 ga.,type B,Grade 33 steel,6 it span,5/8" Min.1-inch,one or SC-67 diameter puddle welds 6' more layers,any Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide o.c.,side laps secured 24" attach or TPC-c EXTRA 6 5.5 66.5 1.5 -45.0 o.c.W/Y4"-14xl"long self- combination 2.4"Seam Plate tapping hex-head screw Min.22 ga.,type B,Grade 33 steel,6 ft span,5/8" Min.1-inch,one or Mule-Hide TPO-c SC-68 diameter puddle welds 6" more layers,any Prelim. (min.nominal 60- Mule-Hide EHD Plus Fasteners and o.c.,side laps secured 24" combination attach mil)or TPO-c Mule-Hide 2.4" PLUS Seam Plate 6 5.5 114.5 1.5 -52.5 o.c.w/%'�-14xl"long sell- EXTRA tapping hex-head screw E 2 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide TPO-c SC_69 � Min.2 40 steel;6 ft spans;5/r more layers,any Prelim. (min.60-mil)or Mule-Hide EHD Fastener and Mule-Hide puddle welds 6"o.c. combination attach TPC-c EXTRA 2.4"Seam Plate 6 5.5 114.5 1.5 -52.5 Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060-06.09-RS for FL12772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 13 of 27 ®TRII 11Y I ERD TABLE 2D: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER System Insulation Layer(Note 14) Roof Cover MDP Roof Deck No. Type Attach Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld (psf)- (inch) (inch) (inch) (inch) Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-70 33 steel or min.2,500 psi more layers,any attach or TPO-c EXTRA HDP Fastener(concrete only)and Mule- 6 5.5 138.5 1.5 -52.5 structural concrete combination Hide 2.4"Seam Plate Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-71 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 6 5.5 91 1.5 -52.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate Min.22 ga.,type B,Grade 33 steel,6 ft span,5/8" Min.1-inch,one or diameter puddle welds 6" Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide SC-72 o.c.,side laps secured 24" more layers,any attach or TPO-c EXTRA 2.4"Seam Plate 6 5.5 90.5 1.5 52.5 o.c.w/%"-14x1"long self- combination tapping hex-head screw Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-73 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 12 5.5 42.5 1.5 -52.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate Min.22 ga.,type B,Grade Min.1-inch,one or 33 steel,6 ft span,5/8" more layers,any SC-74 diameter puddle welds 6" combination(optional Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 6 5.5 138.5 1.5 -60.0 o.c.,side laps secured 24" for recover)followed attach or TPO-c EXTRA 2.4"Seam Plate o.c.w/%"-14x1"long self- by 3/8-inch Insulfoam tapping hex-head screw R-Tech EPS or Fan-Fold Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide EHD Plus Fasteners and SC-75 33 steel or min.2,500 psi more layers,an Prelim. Mule-Hide TPO-c Mule-Hide 2.4" PLUS Seam Plate(steel p y attach orTPO-c EXTRA only)or HDP Fastener and Mule-Hide 6 5.5 138.5 1.5 60.0 structural concrete combination 2.4"Seam Plates Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or attach or TPO-c E SC-76 80 steel or min.2,500 psi more layers,any Prelim. Mule-Hide EXTRA RA HDP Fastener(concrete only)and Mule- 6 5.5 138.5 1.5 -60.0 structural concrete combination Hide 2.4"Seam Plate Min.1.5-inch,one or Min.22 ga.,type B.Grade more layers,any Loose Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-77 33 steel or min.2,500 psi combination followed HDP Fastener(concrete only)and Mule- 6 5.5 91 1.5 -60.0 structural concrete by 3/8-inch Insulfoam laid or TPO-c EXTRA Hide 2.4"Seam Plate R-Tech EPS Min.22 ga.,type B,Grade Min.1.5-inch,one or Mule-Hide EHD Fastener(steel only)or SC-78 33 steel or min.2,500 psi more layers,any Prelim. or TPC-c E TRATPO HDP Fastener(concrete only)and Mule- 12 5.5 54.5 1.5 -60.0 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 14 of 27 TRBNrry ERD TABLE 21): STEEL or STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER Sy Insulation Layer(Note 14) Roof Cover MOP No. Roof Deck Fastener Spacing Lap Width Lap Spacing Seam Weld Type Attach Membrane Fasteners (psf) (inch) (inch) (inch) (inch) Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-79 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 6 5.5 90.5 1.5 -67.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-80 80 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 9 5.5 54.5 1.5 -75.0 structural concrete combination attach orTPO-c EXTRA Hide 2.4"Seam Plate Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-81 33 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 6 5.5 42.5 1.5 -82.5 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate Min.22 ga.,type B,Grade Min.1.5-inch,one or Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener(steel only)or SC-82 80 steel or min.2,500 psi more layers,any HDP Fastener(concrete only)and Mule- 6 5.5 54.5 1.5 -90.0 structural concrete combination attach or TPO-c EXTRA Hide 2.4"Seam Plate one or5-inch 1. , Min.22 ga.,type B,Grade Min. Prelim. Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide SC-83 80 steel more layers,any attach or TPO-c EXTRA 2.4"Seam Plate 6 5.5 42.5 1.5 -112.5 combination Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 15 of 27 l-RINITY ERD TABLE 2E: STEEL or STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE D-2: INSULATED,MECHANICALLY ATTACHED ROOF COVER(RUSS Strips) System Deck Insulation Roof Cover MOP No. Type Attach Membrane Fasteners Attachment (psf) Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation Grade 80 steel or min. Prelim. only)or HDP Fastener(concrete spaced 138-inch o.c. The plates are centered over each strip and fastened 6- SC-84 layers,any TPO-c or TPO-c -30.0 2,500 psi structural combination attached EXTRA only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape concrete Plates Primer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation Grade 80 steel or min. Prelim. only)or HDP Fastener(concrete spaced 114-inch o.c. The plates are centered over each strip and fastened 6- SC-85 layers,any TPO-c or TPO-c -45.0 2,500 psi structural combination attached EXTRA only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape concrete Plates Primer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation Grade 80 steel or min. Prelim. only)or HDP Fastener(concrete spaced 90-inch o.c. The plates are centered over each strip and fastened 6 SC-86 layers,any TPO-c or TPO-c - -52.5 2,500 psi structural attached only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to each strip by first priming with TPO Tape concrete combination EXTRA Plates Primer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type B, Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation One or more Mule-Hide Grade 80 steel or min. Prelim. only)or HDP Fastener(concrete spaced 120-inch o.c. The plates are centered over each strip and fastened 6- SC-87 layers,any TPO-c or TPO-c -60.0 2,500 psi structural attached only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to each strip by first priming with HP-250 concrete combination EXTRA Plates Primer at the strip location,then rolling into place with a hand roller. Min.22 ga.,type B, One or more Mule-Hide Mule-Hide EHD Fastener(steel TPO 10-inch Pressure-Sensitive RUSS strips are applied over the insulation Grade 80 steel or min. Prelim. only)or HDP Fastener(concrete spaced 60-inch o.c. The plates are centered over each strip and fastened 12- SC-88 layers,any TPO-c or TPO-c -60.0 2,500 psi structural combination attached EXTRA only)and Mule-Hide 2.4"Seam inch o.c. Roof cover adhered to each strip by first priming with HP-250 concrete Plates Primer at the strip location,then rolling into place with a hand roller. Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 16 of 27 TABLE 3A:STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) TRINITY j'Er\U SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER REFER To NOTE 19 FOR VAPOR BARRIER OPTIONS System Roof Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 16) I MDP T Na. (Note 1) ,Type Type Attach Membrane Application (Psf) MULE-HIDE TPO-CAPPUCATIONS: Min.2,500 psi (Optional)Min.1.5-inch Poly ISO 1,H-Shield, C-1. structural concrete Polyiso HP-H,Poly ISO 2,ACFoam 11,H-Shield HELIX Min.0.25-inch Dens Deck Prime HELIX Mule-HideTPO-c Aqua Base 120 BA -127.5 CG,SecurShield C-2, Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,Polyiso HP-H, structural concrete Poly ISO 2,ACFoam 11,H HELIX (Optional)Additional layers of base insulation HELIX Mule-Hide TPO-c U. se -Shield CG,SecurShield Aqua Base 120 BA -127.5 Min 2,500 psi. (Optional)Min.1.5-inch Poly ISO 1,H-Shield, C-3. structural concrete Polyiso HP-H,Poly ISO 2,ACFoam 11,H-Shield HELIX Min.0.25-inch Dens Deck Prime HELIX Mule-Hide TPO-c TPO-c BA -195.0 CG,SecurShield Polyiso HP-H,Poly ISO 2,ACFoam 11,H-Shield Min.0.25-inch Dens Deck Prime or SECUROCK TPO-c BA or Aqua structural concrete Min.02F stru' (Optional)Min.1.5-inch Poly ISO 1,H-Shield, FGypsu.-Fliber Roof Board -195.0 C-4. Min 2 500 psi' CG,SecurShield HELIX HELIX Mule-Hide TPO-c Base 120 BA C-5. Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,Polyiso HP-H, structural concrete Poly ISO 2,ACFoam It,H-Shield CG,SecurShield HELIX (Optional)Additional layers of base insulation HELIX Mule-HideTPO-c TPO-c BA -232.5 Min.2,500 psi Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or — C-6. structural concrete Poly ISO 1,Poly ISO 2 CR-20 (Optional)Additional layers of base insulation CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5 Min.2,500 psi (Optional)Min.1.5-inch ACFoam 11,H-Shield, C-7. structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 CR-20 Min.Y.-inch Dens Deck or Dens Deck Prime CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5 C-8. Min.2,500 psi Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or structural concrete Poly ISO 1,Poly ISO 2 CR-20 (Optional)Additional layers of base insulation CR-20 Mule-Hide TPO-c TPO-c BA -232.5 Min.2,500 psi (Optional)Min.1.5-inch ACFoam 11,H-Shield C-9. structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 CR-20 Min.Y.-inch Dens Deck or Dens Deck Prime CR-20 Mule-Hide TPO-c TPO-c BA -232.5 C-10. Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,H-Shield CG OB500 Min.0.25-inch SECUROCK Gypsum-Fiber Roof structural concrete Board OB500 Mule-Hide TPO-c TPO-c BA -120.0 Min.2,500 psi Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or C-11. structural concrete Poly ISO 1,Poly ISO 2 OB500 (Optional)Additional layers of base insulation OB500 Mule-HideTPO-c Aqua Base 120 BA -127.5 Min.2,500 psi (Optional)Min.1.5-inch ACFoam 11,H-Shield, C-12. structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 OB500 Min.X-inch Dens Deck or Dens Deck Prime OB500 Mule-Hide TPO-c Aqua Base 120 BA -127.5 C-13. Min.2,500 psi Min.1.5-inch ACFoam It;H-Shield,ENRGY 3 or structural concrete Poly ISO 1,Poly ISO 2 OBSOO (Optional)Additional layers of base insulation OB500 Mule-HideTPO-c TPG-c BA -150.0 C-14. Min.2,500 psi (Optional)Min.1.5-inch ACFoam 11,H-Shield, structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 OB500 Min.Y-inch Dens Deck or Dens Deck Prime OB500 Mule-Hide TPO-c TPO-c BA -150.0 C Min.2,500 psi Min.2-Inch Poly ISO 1,H-Shield,H-Shield CG Min.0.25-inch SECUROCK Gypsum-Fiber Roof 01:1 1:�I I Mull -247.5 structural concrete OB500 TPO-c BA or Aqua Board I O-c O-C 0 0 MULE-HIDE TPO-c FLEECE BACK APPLICATIONS: �BPse 12 BA Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FLI2772-RS Certificate of Authorization#9503 15rH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 17 of 27 r�D TRINITY ER® TABLE 3A: STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER REFER TO NOTE 19 FOR VAPOR BARRIER OPTIONS System Roof Deck Base Insulation Layer Top Insulation Layer Roof Cover(Note 16) MOP. No. (Note 1) Type Attach Type Attach Membrane Application (psf) C-16. Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,Polyiso HP-H, HELIX Min.0.5-inch Poly ISO 1-HD,H-Shield HD, HELIX Mule-Hide TPO-c HELIX(FULL) -165.0 structural concrete Poly ISO 2,ACFoam II,H-Shield CG,SecurShield SecurShield HD Plus Fleece Back Min.0.25-inch Dens Deck Prime,DEXcell FA Glass C 17. Min. psi Min. inch Poly I5 1,H-Shield,Polyiso HP-H, HELIX Mat Roof Board,SECUROCK Gypsum-Fiber Roof HELIX Mule-Hide TPO c HELIX(FULL) -195.0 structuralural concrete Poly ISO 50 2,ACFoam II,,H-Shield CG,SecurShield Board or min.7/16-inch DEXcell Cement Roof Board Fleece Back C-18. Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,Polyiso HP-H, HELIX (Optional)Additional layers of base insulation HELIX Mule-Hide TPO-c HELIX(FULL) 322.5 structural concrete Poly ISO 2,ACFoam II,H-Shield CG,SecurShield Fleece Back MuLE-HIDE SA-TPO APPLICATIONS: Min.2,500 psi (Optional)One or more layers,min.1-inch HELIX,4 HELIX,4- Mule-Hide SA C-19. structural concrete Insulfoam I,II,IX,Vill,XIV or XV inch o.c. Min.2-inch Insulfoam SP inch o.c. TPO Self adhered 315.0 TABLE 3B: STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED'INSULATION,PLATE-BONDED ROOF COVER System Deck Insulation Layer Attachment Roof Cover MDP No. (Note 1) Fasteners Density (Psf) 1 per 5.33 ftZ Min.2,500 Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or C-20. psi structural Min.1-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate (6 parts per 4 x 8 ft board) p RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -45.0 concrete layers,any combination. -TPO or RhinoBond Treadsafe Plate-TPO Per FM Loss Prevention Data per manufacturer's instructions. Sheet 1-29;Note A 1 per 4 ft' Min.2,500 Min.1-inch thick,one or more Mule Hide DHP Fastener and RhinoBond Plate (8 parts per 4 x 8 ft board) Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or C-21. psi structural layers,an combination. -TPO or RhinoBond Treadsafe Plate-TPO per manufoBondacturer's Treadsafe Plate i ns. with RHINOBOND tool 60.0 concrete y y Per FM Loss Prevention Data per manufacturers instructions. Sheet 1-29;Note A Min.2,500 l per 2ft' Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or C-22. psi structural Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate (16 parts per 4 x 8 ft board) RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -97.5 layers,any combination. Note B. -TPO or RhinoBond Treadsafe Plate-TPO Per FM Loss Prevention Data concrete per manufacturer's instructions. Sheet 1-29 Min.2,500 Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate Mule-Hide TPO-c(minimum 60-mil)bonded to RhinoBond C-23. psi structural layers,any combination,prelim 12-inch o.c.in rows 120-inch o.c. Plate-TPO or RhinoBond Treadsafe Plate-TPO with -30.0 concrete attach(Note 14) TPO or RhinoBond Treadsafe Plate-TPO RHINOBOND tool per manufacturers instructions. Min.2,500 Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or C-24. psi structural layers,any combination,prelim -TPO or RhinoBond Treadsafe Plate-TPO 6-inch o.c.in rows 120-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5 concrete attach(Note 14) per manufacturer's instructions. Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for F112772-115 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 18 of 27 F)o TRINITY ERD TABLE 3B: STRUCTURAL CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION,PLATE-BONDED ROOF COVER System Deck Attachment MDP Insulation Layer Roof Cover No. (Note 1) Fasteners Density (Pst) Min.2,500 Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or C-25. psi structural layers,any combination,prelim -TPO or RhinoBond Treadsafe Plate-TPO 12-inch o.c.in rows 60-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -37.5 concrete attach(Note 14) per manufacturer's instructions. Min.2,500 Min.1.5-inch thick,one or more Mule-Hide TPO-c(minimum 60-mil)bonded to RhinoBond C-26. psi structural layers,an combination,prelim Mule-Hide DHP Fastener and RhinoBond Plate p y y p -TPO or RhinoBond Treadsafe Plate-TPO 12-inch o.c.in rows 60-inch o.c. Plate-TPO or RhinoBond Treadsafe Plate-TPO with -45.0 concrete attach(Note 14) RHINOBOND tool per manufacturer's instructions. Min.2,500 Min.1.5-inch thick,one or more Mule-HideMule-Hide TPO-c(minimum 60-mil)bonded to RhinoBond layers, C-27. psi structural an combination,prelim RDHP Fastener and RhinoBond Plate y p -TPO or RhinoBond Treadsafe Plate-TPO 6-inch o.c.in rows 120-inch o.c. Plate-TPO or RhinoBond Treadsafe Plate-TPO with -52.5 concrete attach(Note 14) RHINOBOND tool per manufacturers instructions. Min.2,500 Min.1.5-inch thick,one or more Mule-Hide DHP Fastener and RhinoBond Plate Mule-Hide TPO-c bonded to RhinoBond Plate-TPO or C-28. psi structural layers,any combination,prelim TPO or RhinoBond Treadsafe Plate-TPO 6-inch o.c.in rows 60-inch o.c. RhinoBond Treadsafe Plate-TPO with RHINOBOND tool -67.5 concrete attach(Note 14) per manufacturer's instructions. Notes: A. The plate/fastener combination offset 12 inch from adjacent rows. B. For these assemblies each row of insulation is staggered by 1 foot. TABLE X: STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF) SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER System Deck Primer Roof Cover o MOP(psf) Type Attach C-29. Structural concrete None Mule-Hide SA-TPO Self-adhered -425.0 Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)36S-3111 Appendix 1,Page 19 of 27 TRINITY�ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION or REROOF(Tear-Off) SYSTEM TYPE A-1A: BONDED INSULATION,BONDED ROOF COVER System Base Insulation Layer Coverboard MOP No. Deck(Note 1) Lightweight Concrete(Note 15) Type Attach Type Attach Roof Cover(Note 16) (psf) Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or CR 20 (Optional)Additional layers base LWC-1 concrete Elastizell Range II LWIC H-Shield insulation CR-20 Mule-Hide -c/TPO-cBA 180.0 Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or CR-20 (Optional)Additional layers base LWC-2 concrete Celcore MF Cellular Concrete H-Shield insulation CR-20 Mule Hide TPO-c/TPO-c BA 222.5 Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or CR-20 (Optional)Additional layers base LWC-3 concrete Meadcrete H-Shield insulation CR-20 Mule-HideTPO-c/TPO-cBA 240.0 Structural Min.250 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or (Optional)Additional layers base LWC-4 concrete Elastizell Range II LWIC H-Shield OB500 insulation OB500 Mule-Hide TPO-c/TPO-cBA -225.0 TABLE 46-1: LIGHTWEIGHT CONCRETE OVER STEEL DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF) SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER Lightweight Concrete(Note 15) Roof Cover(Note 16) System Deck(Note 1) Supplemental Attachment MDP No. Type Surface PP Type Attach (Psf) Treatment Fasteners Density Min.22 ga.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2- Mule-Hide TPO-c BA or Aqua LWC-5 at max.6 ft spans attached 6-inch inch thick Celcore MF Cellular Concrete(cast with None None N/A TPO-c Base 120 BA -60.0 O.C. or without min.1"EPS holey board). Note A. Min.22 ga.,Type B,Grade 33 steel Min.38 pcf wet cast density,min.200 psi,min. LWC-6 at max.4 ft spans attached 6-inch 1.625-inch thick Celcore MF Cellular Concrete Celcore PVA None N/A Mule-Hide TPO-c BA -67.5 followed by min.1-inch EPS holey board with min. TPO-c O.C. 2.0-inch thick topcoat. Note A. Min.22 a.,Type B,Grade 33 steel Min.36 pcf wet cast density,min.200 psi,min.2- Mule-Hide HDP Fastener g YP z Mule-Hide TPO-c BA or Aqua -67.5 LWC-7 at max.6 ft spans 6-inch o.c. inch thick Celcore MF Cellular Concrete(cast with None with 3"Insulation Plate 1 per 9 ft TPO-c Base 120 BA Note B or without min.1"EPS holey board). Note A. Min.36 pcf wet cast density,min.200 psi,min.2- Min.22 ga.,Type B,Grade 33 steel Mule-Hide HDP Fastener z Mule-Hide TPO-c BA or Aqua -120.0 LWC-8 at max.6 ft spans 6-inch"o.c. inch thick Celcore MF Cellular Concrete(cast with None with 3"Insulation Plate 1 per 1 ft TPO-c Base 120 BA Note B or without min.1"EPS holey board). Note A. Note A.) If the type of LWC to be used on the project is unknown,as in a re-roof(tear-off)condition,compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in accordance with ASTM C495(for new pour)or ASTM C109(for existing)and shall yield a minimum 200 psi result. Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRI FX-1 and shall yield an average withdrawal performance not less than 55 Ibf with a Trufast FM-90 Base Sheet Fastener. If question exists as to the adhesion to the LWC surface,field testing in accordance with ASTM E907 or FM Loss Prevention Data Sheet 1-29 is recommended.All testing shall be performed by an accredited testing agency acceptable to the Authority Having Jurisdiction. Note B.)Linear interpolation between supplemental attachment at 1 per 9 ftz for-67.5 psf and 1 per 1 ft2 for-120.0 psf is permissible. Such interpolation shall be performed by a qualified design professional to the satisfaction of the Authority Having Jurisdiction. Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 CH EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 20 of 27 no TRINITY�ERD TABLE 4B-2: LIGHTWEIGHT CONCRETE OVER STRUCTURAL CONCRETE—NEW CONSTRUCTION SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck(Note 1) Lightweight Concrete(Note 15) Roof Cover(Note 16) MDP No. Membrane Application (psf) LWC-9 Min.2,500 psi structural concrete Min.250 psi,Min.2"thick,Elastizell Range II LWIC Mule-Hide TPO-c Aqua Base 120 BA -67.5 LWC-10 Min.2,500 psi structural Min.250 psi,Min.2"thick,Elastizell Range II LWIC(EPS board optional) Mule-Hide TPO-c TPO-c BA -240.0 concrete LWC-11 Min.2,500 psi structural Min.300 psi,Min.2"thick,Elastizell Range II LWIC(no EPS board) Mule-Hide TPO-c TPO-c BA -495.0 concrete LWC-12 Min.2,500 psi structural Min.300 psi,Min.2"thick,Celcore Cellular Concrete Mule-Hide TPO-c Aqua Base 120 BA -82.5 concrete LWC 13 Min.2,500 psi structural concrete Min.300 psi,Min.2"thick,Celcore Cellular Concrete Mule-Hide TPO-c TPO-c BA -135.0 LWC-14 Min.2,500 psi structural Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF Cellular Concrete(cast with Mule-Hide TPO-c Aqua Base 120 BA -217.5 concrete or without min.1"EPS holey board). Note A. LWC 15 Min.2,500 psi structural Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF Cellular Concrete(cast with Mule-Hide TPO-c TPO-c BA -480.0 concrete or without min.1"EPS holey board). Note A. Note A.) If the type of LWC to be used on the project is unknown,as in a re-roof(tear-off)condition,compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in accordance with ASTM C495(for new pour)or ASTM C109(for existing)and shall yield a minimum 200 psi result. Field withdrawal resistance testing in accordance with TAS 105 or ANSI/SPRI FX-1 and shall yield an average withdrawal performance not less than 55 lbf with a Trufast FM-90 Base Sheet Fastener. If question exists as to the adhesion to the LWC surface,field testing in accordance with ASTM E907 or FM Loss Prevention Data Sheet 1-29 is recommended.All testing shall be performed by an accredited testing agency acceptable to the Authority Having Jurisdiction. Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 21 of 27 �PTRRINrry�ERD TABLE SA: GYPSUM DECKS—REROOF(Tear-Off) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER System Deck(Notes 1&12) Base Insulation Layer Top Insulation Layer Roof Cover(Note 16) MOP No. Type Attach Type Attach Type Application (psf) G-1. Existing sound gypsum or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly ISO 1, CR-20 (Optional)Additional layers CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5 gypsum plank Poly ISO 2 of base insulation G 2 Existing sound gypsum or (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or CR-20 Min.X-inch Dens Deck or CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5 gypsum plank Poly ISO 1,Poly ISO 2 Dens Deck Prime G 3 Existing sound gypsum or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly ISO 1, CR-20 (Optional)Additional layers CR-20 Mule-Hide TPO-c TPO-c BA -232.5 gypsum plank Poly ISO 2 of base insulation Existing sound gypsum or (Optional)Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or CR-20 Min.%-inch Dens Deck or G 4. gypsum plank Poly ISO 1,Poly ISO 2 Dens Deck Prime CR-20 Mule Hide TPO-c TPO-c BA 232.5 Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 22 of 27 TRINITY ERD TABLE 6A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover(Note 16) MDP No. (Notes 1&12) Type Attach Type Attach Type Application (Psf). R-1 Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly CR-20 (Optional)Additional layers of base CR-20 Mule-Hide Aqua Base 120 BA -127.5 mineral surface cap sheet ISO 1,Poly ISO 2 insulation TPO-c Existingasphaltic BUR or Min.Y.-inch Dens Deck or Dens Deck R 2 P (Optional)r Poly I5 inch ACFoam II,H-Shield, CR-20 Prime or SECUROCK Gypsum-Fiber CR-20 Mule-Hide Aqua Base 120 BA -127.5 mineral surface cap sheet ENRGY 3 or Poly ISO 1,Poly I50 2 Roof Board TPO-c R-3 Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly CR CR-20(Optional)Additional layers of base Mule-Hide mineral surface cap sheet ISO 1,Poly ISO 2 -20 insulation TPO c TPO c BA 232.5 Existing asphaltic BUR or Min.Y.-inch Dens Deck or Dens Deck R 4 g p (Optional)Min.1 S inch ACFoam II,H-Shield, CR-20 Prime or SECUROCK Gypsum-Fiber CR-20 TPO-c Mule-Hide TPO-c BA -232.5 mineral surface cap sheet ENRGY 3 or Poly ISO 1,Poly ISO 2 Roof Board TPO-c R-5 Existing asphaltic BUR or Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or Poly OB500 (Optional)Additional layers of base Mule-Hide TPO-c BA or Aqua Base mineral surface cap sheet ISO 1,Poly ISO 2 insulation OB500 TPO-c 120 BA 120.0 Existingasphaltic BUR or Min.Y<-inch Dens Deck,Dens Deck p (Optional)Min.1.5-inch ACFoam II,H-Shield, Mule-Hide TPO-c BA or Aqua Base R-6 mineral surface capsheet ENRGY 3 or Poly ISO 1,PolyISO 2 OB500 Prime or SECUROCK Gypsum-Fiber OB500 q -120.0 y Roof Board TPO-c 120 BA Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)36S-3111 Appendix 1,Page 23 of 27 TRINITY ERD TABLE 6B:STEEL-RECOVER SYSTEM TYPE C-2: PLATE-BONDED ROOF COVER A!!areas where the existing meta!panels do not toy flush on the underlying.pur(in shall have a 0.15-inch diameter pilot hale pre-drilled into the panel prior to driving the Purlin Fastener into the Purlin System Substrate Attachment No. (Note 1) Insulation Layer Roof Cover/Adhesive MOP(psi) Fasteners(Note 11) Spacing Existing standing seam or lap seam metal R 7 roof covers having min.16 gauge(0.0598 one or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to inch),50 ksi or min.12 gauge(0.105 in.),36 combination, RhinoBond Plate-TPO are fastened 12-inch o.c.along purlins RhinoBond Plate-TPO with RHINOBOND tool -30.0 ksi steel purlins spaced max.120-inch O.C. Preliminarily fastened through to purlins per manufacturer's instructions. Existing standing seam or lap seam metal roof covers having min.16 gauge(0.0598 One or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate- R 8 inch),50 ksi or min.12 gauge(0.105 in.),36 combination, RHINOBOND Insulation Plate(TPO) 6-inch o.c.along purlins TPO with RHINOBOND tool per manufacturer's -37.5 ksi steel purlins spaced max.120-inch o.c. preliminarily fastened are fastened through to purlins instructions. Existing standing seam or lap seam metal roof covers having min.16 gauge(0.0598 One or more layers,any Mule Hide Purlin Fastener and Mule-Hide TPO-c bonded to RhinoBond Plate- R 9 inch),50 ksi or min.12 gauge(0.105 in.),36 combination, RHINOBOND Insulation Plate(TPO) 12-inch o.c.along purlins TPO with RHINOBOND tool per manufacturer's -37.5 ksi steel purlins spaced max.60-inch o.c. preliminarily fastened are fastened through to purlins instructions. Existing standing seam or lap seam metal roof covers having min.16 gauge(0.0598 One or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to R-10 inch),50 ksi or min.12 gauge(0.105 in.),36 combination, RHINOBOND Insulation Plate(TPO) 12-inch o.c.along purlins RhinoBond Plate-TPO with RHINOBOND tool -45.0 ksi steel purlins spaced max.60-inch o.c. preliminarily fastened are fastened through to purlins per manufacturer's instructions. Existing standing seam or lap seam metal roof covers having min,16 gauge(0.0598 One or more layers,any Mule-Hide Purlin Fastener and Mule-Hide TPO-c(minimum 60-mil)bonded to R-11 inch),50 ksi or min.12 gauge(0.105 in.),36 combination, RHINOBOND Insulation Plate(TPO) 6-inch o.c.along purlins RhinoBond Plate-TPO with RHINOBOND tool -52.5 ksi steel purlins spaced max.120-inch o.c. preliminarily fastened are fastened through to purlins per manufacturer's instructions. Existing standing seam or lap seam metal One or more layers,any Mule-Hide Purlin Fastener and roof covers having min.16 gauge(0.0598 Mule-Hide TPO-c bonded to RhinoBond Plate- R-12 combination, RHINOBOND Insulation Plate(TPO) 6-inch o.c.along inch},50 ksi or min.12 gauge(0.105 in.),36 g purlins TPO with RHINOBOND tool per manufacturer's -67.5 ksi steel purlins spaced max.60-inch o.c. preliminarily fastened are fastened through to purlins instructions. Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report M15060A6.09 RS for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVH2 EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 24 of 27 �PTRRINITYIERD TABLE 6C: STEEL-RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER (All areas where the existing metal panels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre-drilled into the panel prior to driving the Purlin Fastener into the purlin.) System Deck(Note 1) Insulation Roof Cover MDP No. Type Attach Membrane Fasteners(Note 11) Attachment (psf) Existing standing seam or lap seam metal roof covers 12-inch o.c.within 5.5-inch wide laps spaced R-13 having0.0598-inch to max.3/16-inch One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener min.16 g a.( ) / any combination attach or TPO-c EXTRA and 2.4 Seam Plate max. sealed wit o.c..5 in engage steel purlin. 30.0 thick steel purlins spaced max.138.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 12-inch o.c.within 5.5-inch wide laps spaced R-14 having0.0598-inch to max.3/16-inch One or more layers, Prelim. Mule Hide TPO c Mule-Hide Purlin Fastener min.16 ga.( ) any combination attach or EXTRA and 24 Seam Plate max.115-inch o.c. engage steel purlin. Laps 45.0 thick steel purlins spaced max.115-inch o.. . c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 12-inch o.c.within 5.5-inch wide laps spaced R-15 havingmin.16 a. 0.0598-inch to max.3/16-inch One o more layers, Prelim. Mule-Hc EXTRA Mule-Hide Purlin Fastener g ( ) / any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.54.5-inch o.c.to engage steel purlin. Laps -60.0 thick steel purlins spaced max.54.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 6-inch o.c.within 5.5-inch wide laps spaced R-16 havingmin.16 a. 0.0598-inch to max.3 16-inch One o more layers, Prelim. orTPO-Mule-Hc E TRATPO Mule-Hide Purlin Fastener g ( ) / any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.138.5-inch o.c.to engage steel purlin. -60.0 thick steel purlins spaced max.138.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 6-inch o.c.within 5.5-inch wide laps spaced R-17 havingmin.16 a. 0.0598-inch to max.3/16-inch One o more layers, Prelim. Mule-Hide EXTTPORA Mule-Hide Purlin Fastener g ( ) / any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.90.5-inch o.c.to engage steel purlin. Laps -67.5 thick steel purlins spaced max.90.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 9-inch o.c.within 5.5-inch wide laps spaced R-18 havingmin.16 a. 0.0598-inch to max.3/16-inch One o more layers, Prelim. or TPO-c E TRATPO Mule-Hide Purlin Fastener g ( ) / any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.114.5-inch o.c.to engage steel purlin. -75.0 thick steel purlins spaced max.114.5-inch o.c. Laps sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 6-inch o.c.within 5.5-inch wide laps spaced One or more layers, Prelim. Mule-Hide TPO-c Mule-Hide Purlin Fastener R-19 having min.16 ga.(0.0598-inch)to max.3/16-inch any combination attach or TPO-c EXTRA and 2.4 Seam Plate max.42.5-inch o.c.to engage steel purlin. Laps -82.5 thick steel purlins spaced max.42.5-inch o.c. sealed with 1.5-inch heat weld. Existing standing seam or lap seam metal roof covers 6-inch o.c.within 5.5-inch wide laps spaced an R-20 having min.16 ga.(0.0598-inch)to max.3/16-inch One o more layers, Prelim. Mule-Hide attach or TPO-c EXTRA Mule-Hide Purlin Fastener max.114.5-inch o.c.to engage steel purlin. -90.0 thick steel purlins spaced max.114.5-inch o.c. y co and 2.4 Seam Plate Laps sealed with 1.5-inch heat weld. Exterior Research and Design,U.C.d/b/a Trinity)ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization k9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 25 of 27 g q RINrry l ER® TABLE 613: RECOVER APPLICATIONS SYSTEM TYPE E-1: NON-INSULATED,MECHANICALLY ATTACHED ROOF COVER System Deck Roof Cover No. (Note 1) Membrane Fasteners(Note 11) Fastener Spacing Lap Width Lap Spacing Seam Weld MDP(psf) (inch) (inch) (inch) (inch) R-21 Existing steel deck Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 2.4"Seam Plates installed 12 5 139 1.5 -30.0 Fleece Back,60-mil through to engage existing deck (Field W/D>695lbf) Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 2.4"Seam Plates installed R-22 min.Grade 80 Fleece Back through to engage existing deck(Field W/D>695lbf) 12 5.5 139 1.5 30.0 R-23 Existing steel deck Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate 6 5 139 1.5 -37.5 Fleece Back,60-mil installed through to engage existing deck (Field W/D>434lbf) Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 2.4"Seam Plates installed R 24 min.Grade 80 Fleece Back through to engage existing deck(Field W/D>434 lbf) 6 5.5 139 1.5 37.5 R-25 Existing steel deck Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate 12 5 115 1.5 -37.5 Fleece Back,60-mil installed through to engage existing deck (Field W/D>719lbf) Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate R-26 min.Grade 80 Fleece Back installed through to engage existing deck(Field W/D>719lbf) 12 5.5 115 1.5 37.5 R 27 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Fastener and Mule-Hide 2.4"Seam Plates installed 6 5.5 91 1.5 -60.0 min.Grade 80 Fleece Back through to engage existing deck(Field W/D>455 Ibf) R 28 Existing steel deck, Mule-Hide TPO-c Mule-Hide EHD Plus Fasteners and Mule-Hide 2.4" PLUS Seam Plate 12 5 91 1.5 -60.0 min.Grade 80 Fleece Back,60-mil installed through to engage existing deck(Field W/D>910lbf) R 29 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed 12 5.5 139 1.5 -30.0 concrete Fleece Back through to engage existing deck(Field W/D>695lbf) R-30 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed 6 5.5 139 1.5 -37.5 concrete Fleece Back through to engage existing deck Plates(Field W/D>434 Ibf) R-31 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed 12 5.5 115 1.5 -37.5 concrete Fleece Back through to engage existing deck(Field W/D>719lbf) R-32 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4"Seam Plates installed 6 5.5 91 1.5 -60.0 concrete Fleece Back through to engage existing deck(Field W/D>455lbf) R-33 Existing structural Mule-Hide TPO-c Mule-Hide HDP Fastener and Mule-Hide 2.4 Seam Plates installed concrete Fleece Back,60-mil through to engage existing deck (Field W/D>910 lbf) 12 5 91 1.5 60.0 Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 26 of 27 �PTRRINITY�ERD TABLE ISE: RECOVER APPLICATIONS SYSTEM TYPE F-2: NEW LIGHTWEIGHT CONCRETE OVER EXITISTING ROOF,BONDED ROOF COVER System Substrate(Notes 1&12) Lightweight Concrete(Note 15) Roof Cover(Note 16) MOP No. Deck Existing Roof Type Attach (psf), R 34 Structural Existing asphalt BUR or smooth-or granule-surface Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC Mule-Hide TPO-c Aqua Base 120 BA -67.5 concrete SBS modified bitumen (EPS board optional) R-35 Structural Existing asphalt BUR or granule-surface SBS modified Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC Mule-Hide TPO-c TPO-c BA -302.5 concrete bitumen (EPS board optional) R-36 Structural Existing asphalt BUR or smooth-surface SBS modified Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC Mule-Hide TPO-c TPO-c BA -342.0 concrete bitumen (EPS board optional) Exterior Research and Design,I.I.C.d/b/a Trinity ERD Evaluation Report M15060.06.09-R5 for FL12772-RS Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 5:09/11/2017 Prepared by: Robert Nieminen,PE-59166 Mule-Hide TPO-c Single Ply Roof Systems;(608)365-3111 Appendix 1,Page 27 of 27 INSTR#2019101 G32 OR BK 9923 PG 1471 Page 1 of 1 06/14/2019 02:54 PM Rcpt:2063873 Rec:10.00 DS:0.00 IT:0.00 Paula S. CWeii,Ph.D, Pasco County Clerk&Comptroller Pena Nurrt w. �1IDR ���4RNA G 1 NOTICE QF CONMENCEMENT �g . � � � by g'ntla nollca thotlmpravrlmantc�ilt bu m�drr to rrfitatq reelprap�ri"y,t�n01n.:ccorclenco o �7t3,>~forFde Strrtutatr,UTa fal�trf7ing irrfom>FsUon la pravlderlln tIIJ•5(1Tot3�Qf Ccrmm�n,�Went. G 4 on c t tapal�Y 3 de`'czfpiion of the gstap .Fnd etcLq cddres ' / --Card r �_ S�1ts '1335t12 �, aami d orltluon 07lmpmvomm, RSROOF ownw 1nlnrin�"tlon or l u trrFarmLtian If Me Lescoo eorttmelod for il.a imp-tavarnwrl w Nana_ S K -re ';` Qo 0 o q o d f L?�rzI-FEE sll�i ll CO.. e9 ❑ r w o I I —-rnt sddre-...s o"r fiCo s Implo tftlobolder(If di1'ircmnt fmm(hvnr r 113tcd©trovs) 1L LU w.z Name o ram.-Q¢ 0 Add= �- ,y Ir Gon mewr =0 0 N=o TURN:{);_CO NSTRt1GnOM Tc1 lraz Pllsm'rrnr 321-l-1005 �- w Add=3 IDOOSAVAGE ZOOM,FL W750 Q O . &Imty(If eppllablo,a copy ofthopayrnortt bond is aUnOaq D¢ Name TcicohonQNurnber O cm a ,l dd Amount of&md S r- a NL�r Tc-zpIw..a Numb-,c w00�;. a �- 0 Ca cc 2 0 na Y'fithra tho Slttto of Flop doolgnawd by owner upon whczn noH=or othor dcmr-;m*:�may rved at pnavitbd by§713,13(1)(a)7,Ftorids Statutm cn wUj am9 Wophone Humber i z n addil lorn to himm f or haraotf,Ceanor dealanatm trrra failowtag to r=Tva a crpy ofUlo i.Frrtorle 0' NOU"as pm,►kW In 6713.13('f}(b),Florida 8f~trrte s.. :+!erne Telcphan�Numbur Address s}. un Tow a cbSE.!s idw°7w'—5:13 ed to 1 Yew'f wn"c�te ar recording WAAMMTO PAMEM MM DY"M OMM AFM WI MEM RAn 02 OF TH Z NO=OF COMMMIRMYr ARQ COMMMIM li1PROMPAYlIlWM tTRM C1iL"M713,PARr1,trLGn=713.1s.PLO R1taWSTATtJi M AM CAN I=trLTM YMM PA"M1NiEt IWICg PCR(IyVROVNMWM Ta YO9R PROPEW.A i1OTTCtI OP C0gMEXCM f MUMS FJ=ROIDAOP JQl38ff1sVMfMYRFOSTttiSPEIVIO .IF YOU TriMtC?IMCUTAlttFlWClR%CONSULT wisFt A l9I�OR&�ciit{d wohtc oR l Nt3YOt1ftIltDTiC Op CO'? ttCE?hENT. tsigrrsfsaaof crtaeaq�tT�nt lcr�uao's prod rd a'- The lbM90W lttstnmwd weir s*rmAedged babe me 1h13 r� .,[�„dayof .LXyrl by as far 4ANEr" t /''~�'��il�tlm��iY�ulrPu6ac-Slate RfFistrkla H0�¢syFuQ"C d} �� EXP1R#rS.hl:Jt2s t3,2D2t PEfSOnilfy KrfOWn QR F'reducad lD yNri�°P WWfd Th u DOOPIWIfy SKr M Type eerily FOrM eflld kid t 811181f4 2529 W.BUSCH BLVD 5991 CHESTER AVE SUITE 600 TURWRISY SUITE 105 OF ROING 01"E'LORIM A TAMPA,FL 3i618 JACKSONVILLE, FL 32217 (813)512-8197 (904)900-1069 CBC1262977 CCC1331925 CHOOSETURNKEY.COM June 17, 2019 To whom it may concern, 1, Ruben Lavarias of Turnkey Roofing of Florida, Inc., hereby authorize Ronel Moline, Tiffany Johanningmeier, Dan Hankins, Chad Lewis, and Nick Passino to act on my behalf with City of Zephyrhills Building Department as Authorized Agents. Thank you, Ruben Lavarias President ;STATE OF FLORIDA COUNTY OF Hillsborough The foregoing instrument was acknowledged before me this 17th day of June ,2019, by_ Ruben Lavarias TIFFANY JOKANNINGAMEt WCOMMION000313M Si of Vtart' EXPN8.MaYS.20M -71-c-fllf fit WAAW11 Name of NJtart'Typed, PriAted, or Stamped Personally Known OR Produced Identification Type of Identification Produced ALL WORK SHALL WITH PREVAILINGCODES FLORlDA BUILDING CODE, AND 774E CITY of ZE HyRy'! TR0g11 Y 1 ERD S. Preliminary insulation attachment for System Type D: Unless otherwise noted,refer t4o�Ss�tfd�i`t. iia of FM Loss Prevention pata 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 lnstructtons: D Mule-Hide Mellor'tow-Rise Adhesive(HELIX): Continuous V.to 14nch wide beads`12-Inch o.c > ICP Adhesives CR 20: Continuous 2Y.to 8H-inch wide ribbons,12-loch o c. ➢ OlyBond 500 JOB-SM): Continuous%to 1-inch wide ribbons,22-inch o.a using PaceCart or SpotShot application devices. > Note: When ffwWpie layersfs)ofinsulation andforcoverboard as Installed in ribbon-applied odihestue,adhesiveribboasshail besfaggered fmat toyer-to-taWa dJ wow of oae-heal'the ribbon spacleg. r > Note: Themaximitmedge d iisfancefrom the adhesive ribbart toWedge of the krsuiddan board shaNbenotless than ores-haiJYhespeci/kd ribbons spacing. 7. Unless otherwise noted,all Insulations are fiat stock or taper board of the minimum thickness noted.Tapered potyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design pressure(MOP)limitations. in no rase shall these values be used to Increase the MOP listings in the tables;rather if MOP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-In for the equivalent thicker material listed in the table: / > iCP Adhesives CR-20: MOP -117S psf (Min.l.Odnch thick) .= 1 U� > Olyeond 500(OBSOD): MDP -3155 psf (Arlin.0.5 Inch thick Poly ISO 1,H•Shidd or ENRGY 3) "`EV t CV°f L)A r_: > OlyBond 500(OBSW): MPD -487.5 psf (Min.0.5-Inch thick Poly ISO 2 or ACFoam 11) iTm ' °� Hl y 8. Ronded polyi�socyanurate 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 tone i� �h riNtU ete 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 I WO-1,FM Loss Prevention Data Sheet 1-29 Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. Assemblies marked with an asterisk'carry the limitations set forth in scion 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. r 10 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shag 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 he tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements forthe system. Testing and analysis shall be in accordance wfth ANSI/SPRi Fx-1 or testing Application Standard TAS 205. 12. For existing substrates Ina bonded recover or re-roof installation,the existing roof surface or existing roof deck shalt be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shalt 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 W1,ASTM E907,FM Loss Prevention Data Sheet 1-S2 or Testing Application Standard TAS 124. 13. For System Type 0,steel deck applications,the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Structural Concrete Deck or Recover Applications using System Type C-2(Plate Bonded Roof Cover)or Type D(Mechanically Attached Roof Cover),the Insulation Is optional. Ahematively,min.OS-Inch HP Recovery Board,Poly ISO 1 HD,H-Shield HD or SecurShleld HD or min.0.25-inch to 0.625-Inch Dens Deck;Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board or min.3/8-inch Insulfoam R-Tech EPS or Fan-Fold may be used as a separator board,preliminarily attached prior to roof cover installation. The separator component shall be documented as meeting FBC 15M.1 and,for foam plastk, FBC Chapter 26,when installed with the roof cover in Recover applications. 15. Lightweight insulating Concrete(LWC)shall be cast in accordance with FBC Section 2917 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 1917A.1,Point 1. Exterior Research and Design,LLC.We Trinity(ERD Evaluation Report M15D60.06.09-RS for FLt27724R5 Certificate of Authorization 0503 a EDITION(2017)F13C NON~EVALUATION Revision S.09/12/2017 Prepared by: Robert Nleminen,PE 59166 M1111"Ide TPO•c Single Ply Roof Systilm s;(608)36$,9111 Appendix 1,Page 2 of 27 Office:(321)972-1005 Fax:J311)972-1007 W.is on the web at: 1000 Savage Court-Suite 102 T7URNKE13Y vxAmchooseTutinhoy.com Longwood,FL 32750 ROOFING OF FLORIDA CCC 1322475,C8C 057917 Account Manager_ - ------------)V-;O-i�--@chooseturnkey.com Account Manager Phone U­-5-iR Billing Nim4e: : " % Insurance Company:Insur, Address: RYL/------- Claim —f-S'\ Ll A-5- Ziv 3 Az( Policy V City: State: Homeowner Tel d: "J'61 wrier Email. 73<, Homeo Adjuster Narne 2 Adjuster 14t: "'t V5beductibJ-- FRe-Roof Installation 0 Roof Over 0 Repair 0 Insurance Clara Storms Cl Residential >Mommercial El Builder 0 Realtor 21-7floof Pit;h q4wmove existing roof and haul away Additional charge for more than 171 Install new shingles Arch---3 Tab one layer S60 per square I per layer.Shingles,S15 per layer of felt. 25 yr -30-r-- 50yr—Speciairl Roof 0 Install new felt.0ty: Type: 0 Shingle Color 0 Peel and Stick City:_ Type: 0 ManufactureStylo �tali new plumbing boots: 111 t2' — 0 Total Roof Square count---including Ridge Cap ItJ;Klall new eave drip: Oty —3 et P fynood'Include(1)sheet,$60 per-il�� t addl cr10 LF of I x 6, —Color. �Z 55 per linear It or nominal lumber 0 Skylights: Size: City: 0 Ridge Cap tall Newl� -q$�Ilalnn bc`lr'&y: 0,Flat Roofs •Chimney Flashing Kilcher08ath Vent, El Underlayment Ot •Off Ridge Vents �of sq 1t- 0 Ridge Runner LF PZAII trash to be hauled away upomcomp!etion )(We vAll pull'permit Disclosure:Contractor is not responsible for any items being damaged inside or Outside of home.Homeowner nitittlake due care of any and all items that may be damaged,upon installation of new roof. N Repairs PIQ­oc (N CA otes I Interior Re a 6CLE1 on n C- 0 Ie 1:2, lo U We Propose to fumish material and labor as described above to the sum of:S /00 7C-St WARRANTY.10 YEARS LABOR ON ALL ROOFS.Manufacturer's Warranty: AOveA'f 5. M" -e— 14 14 V '60%deposit required,40016 upon substantial completion. if payment is made by credit card,a convenience fee of 3%will be charged Note:This proposal may be withdrawn by us if not accepted within Al& 0 60 0 90 days. Our workers are fully covered by Workers Compensation Insurance.Contractor has the right to change material sded5ons,as-needed from manufacturer to comparable color selections. The undersigned hereby assigns any and all insurance rights,benefits,proceeds and any causes of action under my applicable insurance policies to Turnkey Construction&Maintenance,Inc.('Contractor')for services rendered or to be rendered by Contractor.In 0iis regard,the undersigned waives his/her privacy fights.The undersigned makes this assignment in consideration of Contractor's'agreement to perf=services and supply materials and otherwise perform it's obligations under this contract,including,but not limited to,not requiring full payment al time of service.The undersigned also hereby directs hither insurance carriers)to release any and all information requested by Contractor,it's representatives,and/or its attorneys for the direct-purpose of obtaining actual benefits to be paid by his/her insurance carder(s)for services rendered or to be rendered. Acceptance of Proposal:By signing this Proposal,the Wow Customer(s)agrees to pay Contractor the total amount indicated above for performing the de,scribed work.The Customer(s)further agrees that he or she understands,has received and signed the Additional Terms and Conditions and Legal Disclosures,which are incorporated herein. Signature Date P/1 1:)/1 1 a Signature. Date Turnkey Construction&Maintenance,Inc. Scanned with CarnScanner