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HomeMy WebLinkAboutSUBMITTED PAPERS_1_ t DATE: n , YN, FEES Di E: _ RECEIPT th Q ��Permit #: I 1 `7 Planning & Development kervices Department Building & Code Regulation Division �-�- 2300 Virginia Avenue C q, Ft. Pierce, FL 34982-5652Tel. 772-462-155� APPLICATION FOR ROOF PERMIT St <"C/ec Sl� ✓ �REVERSE GG! � SIDE F94I/✓�S IONS�� A o4ntY 1. Location/Site Address: 11�JJ _ l� 2. Parcel ID Number: /2 ' 9Q/ —a201 — © 0o I ffou� 1HeS 6 — Phase- _-4-C — Q 407 Office Use Only Section TownshipRange Ma Page ZoningLand Use Initi s 3. Description of Project or Work Activity: i�2R-,oAF .4. Total Roof Area (square feet): 3,5-00 5. Roof Pitch: 6. Type of Roof: [►/)"Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel . [✓]'Modified Bitumen [ ] Other [ ✓jProduct Approval required for all types of Roofing Material (2 Sets) [ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached ** Roof Mitigation per F.S. 553.844 will be regidred. 7. Owner Information 8. Contractor Inforlrafion Name: Md-4,641 5C11Wt4Z-J9 Address: 6//3.,-'. 6?,hO / IW45 4f/R - City: `o/'>L A.6x4c State: �L Zip: Phone: V9 fO Olvla� 9. Value of Construction: $ !Z 4� 19 FL Reg/Cert #:-' CC-C DS$O / I County Cert #: 11137 Business Name: G�«/yS At eVF/WG- IiUL. Cell Phone: -71Z - Zo / — /3S2 **Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. RACTO V T: I certify that all of the information contained in this application is correct and that all work will be done in compl�iancc with all applicable aws regulating construction and zoning. QUALIFIERS/OWNERS NAME rr SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF �3� '- ACKNOWLEDGED BEFORE ME THIS DnOF, 20-01 BY WAA.NS PERSONALLY OWN TO ME ORCED _ _ OR C4+ P_ i S 0 0 I-L ., [XS - _AS IDENTIFICATION > f� �,�: (s al) COMMISSION NUMBER NOTICE TO OWNER: 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 YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s �,a °NB AUUBEYB.HUMPHREY y MY CO Revised 4/26/2010 MMISSION # EE 061159 'i� EXPIRES: M P bli6,2016 c U otary nder iters Bonded Thru N INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This roof permit application is to be used only for those activities that are not otherwise included under a primary,building;permit. This application may not be used for any activity that includes structural alteration. Building; activities involving structural alteration, in addition to the roof work, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. Location/Site Address, Indicate the siteet address bor general location of the property where the -building activity is taking place. 2. Parcel ID Number Indicate the tax identification number of the property where the building activity is taking place. 3. Description of Project or Work Activity Completely describe the building activity to take place. Please indicate if tear -off or shingle over shingle etc. 4. Total Roof Area Indicate total roof area to be affected by this permit. Also indicate the pitch of the roof, expressed as a standard ratio of run rise. 5. Type of Roof Indicate the type of roof being repaired or resurfaced. 6. Owner Information indicate the name and address of the owner of the property on which building activity is taking place. 7.. Contractor Information Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. 8. Value of Construction Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it. is demonstrated that the submitted figures are not consistent with similar types of construction. This application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL 34982. All permit applications must be filled out completely' before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 •PM), Monday through Friday. Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261. St. Lucie County Roof Permit Application rev. 3/1/2009 JOSEPH E. SMITH, CLERY>?-n THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3711176 OR BO(� )96 PAGE 2720, Recorded 06/06/2012 - `8:53 AM NOTICE OF COMMENCEMENT Permit No. Tax Folio No. State of Florida County of St. Lude The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. Legal Descrl tern of Property: (and street address If veritable): s/D - Y�1f3Sr'- - g LDT 39 i (13 ><li37 Ecr/��o �1i.y�s Gee. }Aoulfig L►nes General description of Improvement, Owner I. Name Address the improvement: Interest in property: CAV *V &.- Name and address of fee simple titleholder (if different from Owner listed above): Contractors Name: Contractor Address: c�/.•/s /Poor".�Yb/.a��. Phone sAv9s/ S'L Surety (If applicable, a copy of the payment bond is attached): Amount of bond: S Name and address: Phone number: Lender Name: 10 Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be saved as provided by section 713.13(1) (a)7., Florida Ste Name: 4/ /n. Phone Number: Address In addition to himself or herself, Owner designates A of to receive a copy of the Uenors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART[, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNIj BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowled a and belief 7�� . �- 4�1�,G (Sign)�g r Lessee, or Owners or Lessee's Authorized Officer/Director/Partner/Manager 6' - . O w R (Signato sTitle/Office) , Ail - The foregoing Instrument was acknowledged before me this ' day of_- e- , 20 1 - By �'! {� / /LiarI-Vlh SCA9W19GJb Ur�n%L Y�Yta+/1 � as for Name of Person ^ jype of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed Personally known_ or produced Identification_—,e-' ure of Notary Public - State of Florida) Type, or Stamp Commissioned Name ROCHELLE EMANUEL of Identification produced DL i�L Notary Public -Slate of Florida My Comm. Expires Jan 18, 2014 - -Fr Commission I DD 928089 ,`.t° Bonded Through Na I ad F L ©fl I D ST. LUCIE COUNTY THISISTOCERTIFYTHATTHISISA i RUE AND CORRECT COPY OFTHE p� 0RI4INAL JOSEVH/f 4vlVFH,CA RK0 V By: Date: Property Appraiser - St.Lucie aty, FL 5, Page 1 of 1 PROPERTY RECORD CARD Malvin C Schwalje (LF EST) Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �\UCIE C0 Site Address: 5113 E ECHO PINES CIR ParcellD: 1312-801-0201-000-9 Sec/Town/Range: 13:34S :39E Account #: 4641 `� < Map ID: 13/13N Land Use: City/Cnty: SF Res St Lucie County Zoning: RS-4 Ownership and Mailing Legal Description Owner: Malvin C Schwalje (LF EST) Margaret G HOLIDAY PINES S/D-PHASE II-B- LOT 398 (MAP 13/13N)(OR 2335- Schwalje (LF EST) 250; 3316-478) Address: 5113 E Echo Pines Cir Fort Pierce FL 34951 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 122400 Land Value: 28600 Acres: 0.59 8/16/2011 100 0114 WD 3316 / 0478 Assessed: 122400 Building Value: 93800 8/16/2005 370000 00 WD 2335 / 0250 Ag.Credit: 0 Finished Area: 2000 SgFt 2/23/2005 270000 00 WD 2171 / 1872 Exempt: 50000 11/1/1981 138000 00 CV 0366 / 1306 Taxable: 72400 9/1/1980 28500 01 CV 0340 / 2170 Taxes: 1669.99 BUILDING INFORMATION wawim<Mw Exterior Features View: RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HC+ - HC+ YearBlt: 1980 Frame: - Grade: C+ - C+ EffYrBlt: 1980 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/28ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth SWAV - RES POOL AVG Y 1 450 AV AV 1980 1 0100-SF Res 255 -Front Ft 128.69 200 PA01 - POOL DK-AVG Y 1 639 AV AV 1980 DWC - Driv-Concret Y 1 820 AV AV 1980 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/prc.asp?prclid=l31280102010009 6/8/2012 Planning & De velopment Services rvic - es 4.OR111 4 Building & Code Regulation Division I .2300 Virginia Avenue 81L Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 4- Fa-x:,-772---626443 - -- - 11001"INSPECT[ON AFFIDAVIT -Re:—Permit# -LEL-B& ice n s &-d =-as( C- 1, (��ne L�VLe-r (—n on_ r— �gin6er/A-mchifect *General, Building, Re5idenSial or R& On or about work at: ling-Cohtractoror-any-individual-certified-ut)der458-F.-S.to-rijake-such-an-inspection. Idid personailyinspect the roof -deck nailing .041-VI-5 6. C-6110 (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit rAanual (Based on 553.844 F.S.) rce & '--Signature and Seal- License # STATE OF FLORIDA J4 COUNTY OF SwZq t and ubscrjiQed before 20 n, & re rZie this day of aa, L-( W. Who is personall n w me or who has produced by L as identification. Notary Public, State of Florida t Signature of Notary:_ Commission Number: (Seal) 4. En 01/19/2011 AUDREYEI.HUMPHREY I MY COMMISSION # EE EXPIRES: March 6,2015 Bonded Thru Notary Public Underwriters -Florida Building Code Online Page 1 of 2 Florida Depamm)ent BCIS Home Log In User Registration ; Hot Topics Submit Surcharge .3 u s i n e sFr(Q) ProfessiVnal 00 Product Approval USER: Public User Regulation u✓A.4eew -�/-" IfL' !" rt1 �CJ•� � +l i>'l � ii.`_irrrr, T;_' Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10674-R6 y� Application Type Code Version Revision 2010 eraµ6 Application Status Approved ILE CO' Comments Archived f Product Manufacturer Owens Corning Ttym 'I Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 1 (740) 404-7829 ��✓✓11 / greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscoming.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Robert J.M. Nieminen developed the Evaluation Report Florida License PE-59166 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 09/26/2014 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10674 R6 COI Trinity ERD CI - Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D3161, Class F 2006 ASTM D3462 2007 ASTM D7158, Class H 2O07 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2b... 4/4/2012 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2012 Date Validated 02/21/2012 Date Pending FBC Approval 02/24/2012 Date Approved 04/03/2012 ;Summary of Products FL # Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab, laminated, starter, and hip & ridge Shingles and Starters Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Refer to ER, Section S. Installation Instructions FL10674 R6 II er020612FINAL OC FL10674- R6 Asphalt Shinoles.pdf Verified By: Robert J. M. Nieminen PE - 59166 Created by Independent Third Party: Yes Evaluation Reports FL10674 R6 AE er020612FINAL OC FL10674- R6 Asphalt Shingles.pdf _Created by Independent Third Party_ Yes Baclt Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone- 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster dbor.state.fl.us. Product Approval Accepts: r® ECI:E:I `-- `� ,ccuritymi•:rItty: yortsig. Tru,ted 'E.111 E http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%2b... 4/4/2012 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 vvAi I1ATTnN RFPORT Owens Corning Evaluation Report u-iitP4u-vA-ic One Owens Corning Parkway FL�.0674-R6 Toledo, OH 43659 Date of Issuance: 02/06/2012 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2010 FBC and 2010 FBC Residential Volume sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Each unit shall bear labeling 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. TrinityJERD 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 "TrinitylERD 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 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 02/06/2012 This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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. TrinitylERD 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 Nleminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. TRINITY ! ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume 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 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2007 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2006 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O07 3. REFERENCES: Entity Examination Reference Date UL (CER1739) Physicals & Wind Resistance File R2453, Vol. 3 02/15/2007 UL (TST1740) Physical Properties 06CA20263 04/18/2006 Miami -Dade (CER1592) FBC HVHZ Compliance 07-1116.12 02/14/2008 Miami -Dade (CER1592) FBC HVHZ Compliance 09-0915.12 12/16/2009 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.09 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.10 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.08 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 10-0817.07 10/27/2010 Miami -Dade (CER1592) FBC HVHZ Compliance 11-0411.03 06/16/2011 Miami -Dade (CER1592) FBC HVHZ Compliance 11-0919.05 10/13/2011 UL (QUA1743) Quality Control Service Confirmation Exp. 09/26/2014 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic° and Supreme° are fiberglass reinforced, 3-tab asphalt roof shingles. 4.1.2 Berkshire° are fiberglass reinforced, 4-tab asphalt roof shingles. 4.1.3 Duration°, Duration° Premium, Oakridge° and WeatherGuard° HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire° Hip & Ridge Shingles, High Ridge, Hip & Ridge with Sealant and WeatherGuard° HP Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. S. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.3 Wind Classification: 5.3.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones up to V,,d = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Exterior Research and Design, LLC. Evaluation Report 037940.02.12 Certificate of Authorization #9503 FL10674-R6 Date of Issuance: 02/06/2012 Page 2 of 6 ~,! TR1 1—rY ? ER® 5.3.2 All Owens Corning hip & ridge shingles and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for us in all wind zones up to Vasd = 150 mph (V„ It = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.3.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.4 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 9N-3, per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: ➢ Berkshire° shingles require minimum five (5) nails per shingle. ➢ WeatherGuardO HP shingles require minimum six (6) nails per shingle. ➢ Starter Strip Plus requires minimum five (5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.2.5 Minimum Nailing — Classic® & Supreme: Normal Mansard or Area pare Wind Areas High Wind desvenos y Area porn vientos normalos Areas viontou feertes IBI 5"Exposure Exposition Exterior Research and Design, LLC. certificate of Authorization #9503 Normal Mansard or Area pare Wind Areas High Wind dosvanos y Area pare vientos nonnales Ara89 vientos feertes 7- IAI r � �� z�' IBI rZ. �. 72t ♦ t27 i. T . L-. . 6 518' Exposure Exposici6n Evaluation Report 037940.02.12 FL10674-R6 Date of Issuance: 02/06/2012 Page 3 of 6 6.2.6 Minimum Nailing - Berkshire@: Sealant strip La ilia de se8ador t„ f�--►• t► • i---------- •E----►• s vt' s yr a yr �l `--J TRINITY ER® Sealant strip La lira de setlador •E •�• ••G �• " 8Iff 8Yt' 8'Jf 8vt' t t. r s - r 2" Asphalt roofing cement Cemento de techo de astaho 6.2.7 Minimum Nailing - Duration@ & Duration@ Premium: 4 Nag Pattern Esquema de 4 clavos SureriaSefastening aura width Area de dams SureNa6a 1' t' �• tr —> 57a" Exposum Nails W Exposure 9h puig. de erposiddn clavos 5rb pulg. de exposicidn 6.2.8 Minimum Nailing - Oakridge@: 4 Nall Pattern Esquema can 4 clavos r t' Exposure Nails 5 518" Expowle Fxposid6nde5518ptdg Maws Exposid6n de 5518puig. fi Nall AhmaNana S 113 0 latex Pattern d d tit. A. aeaan0l[edruta�6. Esquema anmrmortiae.ses de.6C1aV05 • • raotlxod eneeel SrelSarNal'Yb7xa: • Sul.1133 \ Sunnaip tsst. gammaq area � anawiSb Annd2 ,bra r \ ian tb dws LE IV • SW'Exposure Nails 535" Exposure 5'hpufg. de exposition Claws 5bpulg. de exposid6n 6 Nail Pattern Esquema con 6 Claws t• r IF— ,r —rl i4-- rz• —�i Nails 5518"Ex P°sure 55l8"Exposure Claws ExpWcr6n de 5518 putg. Exposie6n de 6 618pulg. Exterior Research and Design, LLC. Evaluation Report 037940.02.12 Certificate of Authorization #9503 FL10674-116 Date of Issuance: 02/06/2012 Page 4 of 6 TRINITY ERD 6.2.9 Minimum Nailing - WeatherGuard@ HP: 1 e nale r.We..de.View Fliiiii61m71t�11 IYI Us Cbm-6i�dof{�dtn 6.3 Hip & Ridge Shingles: 6.3.1 Installation of Berkshire° Hip and Ridge Shingles, High Ridge, Hip & Ridge with Sealant and WeatherGuardO HP Hip and Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand -sealing for wind warranties. 6.3.2 6.3.3 6.3.4 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. Minimum Nailing - Berkshire@ Hip & Ridge and High Ridge: Fig. 1 4 <— preudllnp lMnu Direction P Nails P 4 I I P I I I I 4 i i I I I 1 A I I I I I 1 Exposure Minimum Nailing - Hip & Ridge with Sealant: em Fig. 2 -High Wind Fastening Nuelm K Nails) rim Shingle and Discarda2'Excess Sealant -Strip 12Fastening 5 Distance 12" Fig. 2 TopVjm SldeVim Nails�I �t Nails Top Lanlnated I Z� 4" I pl¢e Y � ' I I I dl �I �I ul 1 1 I I I I Exterior Research and Design, LLC. Evaluation Report 037940.02.12 Certificate of Authorization #9503 FL10674-R6 Date of Issuance: 02/06/2012 Page 5 of 6 �. I 6.3.5 Minimum Nailing - WeatherGuardp HP Hip and Ridge: Fig. A 4 4 Preva9ln Wind i— Direction A A Nails 4 4 I I A p I I 44 I I I I I I I I p I I I Exposure 7. LABELING: TRIi�EITI� ERD Fig. C Hip & Ridge Shingle Fastening TopVk.vr Nails NaILs 7" • F. Exposure "" la— 17 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in --order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743; (414) 248-6409; karen.buchmannoo ul.com Exterior Research and Design, LLC. Certificate of Authorization #9503 END OF EVALUATION REPORT - Evaluation Report 037940.02.12 FL10674-R6 Date of Issuance: 02/06/2012 Page 6 of 6 �T reasu`ret` ' Harvey E Koehhen 7205 Elyse:Ci cl.e Professional Engineer #32831 P S L Florid..34952-8212 G oast:, g B uiiding} , Architect #AR0009471 PHONE(772) 466-5509 E ngineers, Certified General Contractor #CGCO24776 FAX(772) 489-3035 Ind. E-MAIL:hkoehnen@tcbeweb.com Contractor COt-LINS (?OOF(,cle- (V:f. Owner M I Kr 5CF(WAI-t7r Date 6 Z Job Address Slf_3 9. EeHO P/NE5 C (+- BUILT UP Rieeswb- V IJy( r"( NEW ROOF RE -ROOF X RECOVERING REPAIR AREA BUILT UP ROOF .PLAN T: , .. ' , , _ ,r, a " ■ ■■., `i■r��i�ii�if�ii��iiif�if�■�i�i�ii ■■ 1■■7■■■■■■■■■■■■■■■I■■■. ■■■■■7■■■■■■■■■■■■■■■a■■ ■■' ■■■i■■■■■■■■■■■■■■■i■■� ■■ ■■■■■■■■■■■■■■■■■■■i■■ ■■. P■■■■■■■■■■■■■■■■■■■■3' ■■'i■A■■■■■■■■■■■■■■■i■■; ■■■■■■■■■■■■■ ■■ ,■■'■■■■■■■■■■■■■■■i■■' ■■■■■■■■■■■■■ ■■•. l■iifi�i■■■■■■■■■■■■■lirr ■■■■■■■■■■■■■ ■■.m&■®■■■■■FN■■■■■■ii■■■■■■■■■■■■■■■ ■■ j.■..F1■.■■■vrAMMM■.■..■■ ■■■■■■■■■■■■■ imommammmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm ASCE 7-10 & FBC 2010 ENCLOSED BLDG SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V = I/EXPOSURE_CJX = L,21/Kzt = 1.0/h =_Uj 112 PITCH/MEAN PARAPET ht= ROOF SYSTEM FIR6E6rONE T oly lq mD SIT NOA FL 116SY-Q4l ZONE 1 ( bO B @ h=30 = _ X ZI =��5. 8 PSF x 0.6 = -33,5 ZONE 2 L (,,0 B @ h=30 = 77.3 X I _L( _ �( 3,5 PSF x 0.6 = 5 -Z a = 3 ZONE3 (i<JD B @ h,=30 = (W3 X f..Zl tqV,q PSF x0.6 9q,I a= 31 MAX DESIGN PRESSURE PER NOA -' 10, 0� ^a► DECK TYPE. p�Yl.JBdt� THICKNESS ��!`3Z F*ro�es�iorfatlBngltNwr8283'1 BASE SHEET NO. OF PLIES J 7266EAyesCircle FA&T&P+EfiS/BONDINGSELF A0NfFQ(A)Pr-. P4*rtSt. Lucia. FL34SS2.3212 (774 46"045 rtx H ET ATTACHMENT: F' # Raw3 -� @_"oc Perimeter: ="oc @Lap, # Rows = @_ "oc Corner: "oc@La Rows . —" i&U.AIION- BASE LAYER TYPE SIZE 16f FASTENERS/OR BONDING MATERIAL ELATION TOP LAYER TYPE SIZE I SYRE-OF FASTENERS/OR BONDING MATERIAL DER OF FASTENERS PER INSULATION, BOARD: Field oi�S4EET NO. OF PLIES TOP PLY ELA151Wa ( Sh f NO. OF PLIES SURFACING DRIP EDGE SIZE 3 k 3 Perimeter Corner TYPE OF FASTENERS/BONDING S/BONDING_<,,FLIC }(D 1NG MATERIAL.. -6 64 41-U10• Property Appraiser - St.Lucie County, FL PROPERTY RECORD CARD Page 1 of 1 Site Address: 5113 E ECHO PINES CIR ParcellD: 1312-801-0201-000-9 CO G� � SecrFown/Range: 13:34S :39E Account* 4641 y� Map ID: 13/13N Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County ok e .. . o• . . Owner: Malvin C Schwalje (LF EST) Margaret G Schwalje HOLIDAY PINES S/D-PHASE II-B- LOT 398 (MAP 13/13N)(OR 2335-250; 3316- (LF EST) 478) Address: 5113 E Echo Pines Cir Fort Pierce FL 34951 e . .. Date Price Code Deed Book/Page 2011 Final: 122400 Land Value: 28600 Acres: 0.59 8/16/2011 100 0114 WD 3316 / 0478 Assessed: 122400 Building Value: 93800 8/16/2005 370000 00 WD 2335 / 0250 Ag.Credit: 0 Finished Area: 2000 SgFt 2/23/2005 270000 00 WD 2171 / 1872 Exempt: 50000 11/1/1981 138000 00 CV 0366 / 1306 Taxable: 72400 9/1/1980 28500 01 CV 0340 / 2170 Taxes: 1669.99 View: - RoofCover: SD - Dim Shingle RoofStruct: HP - Hip ExtType: HC+ - HC+ YearBlt: 1980 Frame: - Grade: C+ - C+ EffYrBlt: 1980 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - BedRooms: DW - Drywall 4 Electric: MX - MAXIMUM PrmintWall: FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Measure Depth Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type SWAY - RES POOL AVG Y 1 450 AV AV 1980 1 0100-SF Res 255 -Front Ft 128.69 200 PA01 - POOL DK-AVG Y 1 639 AV AV 1980 DWC - Driv-Concret Y 1 820 AV AV 1980 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/paslc/pre.asp?pr... http://www.paslc.org/paslc/prc.asp?pr... 6/6/2012 Florida Building Code Online Page 1 of 2 BCIS Home ] Log In j User Registration i Hot Topics I Submit Surcharge j Stats & Facts I Publications FBC Staff E BCIS Site Map Links i Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL1654-R9 Revision 2007 Approved POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext242 jakins@polyglass.com James Akins jakins@polyglass.com James Arnold, PE, PRO 10475 Park Meadows Drive Suite 600 Lone Tree, CO 80124 (720) 279-2348 jarnold@polyglass.com James Akins 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800)894-4563 jakins@polyglass.com =EIYSO ori"mEN glmmr 32831 e ClrCle4 34962-3212 036 fax Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Underwriters Laboratories Inc. 11/30/2012 John W. Knezevich, PE Validation Checklist - Hardcopy Received http://www.floridabuilding.org/pr/pr_... http://www.floridabuilding.org/pr/pr_... 6/7/2012 Florida Building Code Online Page 2 of 2 Certificate of Independence FL1654 R9 COI Trinity ERD CI - Nieminen odf Referenced. Standard and Year (of Standard) Standard Year ASTM D6163 2000 ASTM D6164 2000 ASTM D6222 2002 FM 4470 1992 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/22/2011 Date Validated 02/23/2011 Date Pending FBC Approval 02/25/2011 Date Approved 04/05/2011 Date Revised 12/09/2011 1654.1 ,Polyglass Modified Bitumen IISBS and APP modified bitumen roof systems �flRoof Systems .. Limits of Use IInstallation Instructions Approved for use in HVHZ: No FL1654 R9 II Al er022211FINAL POLYGLASS MODBIT FL16' Approved for use outside HVHZ: Yes iR9.odf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this !Evaluation Reports application relates to one particular assembly 1 FL1654 R9 AE er022211FINAL POLYGLASS MODBIT FL1654- over concrete deck. Refer to the ER Appendix 1 R9.Ddf For other systems and deck types. 2.) Refer to i Created by Independent Third Party: Yes ER, Section 5 for other Limits of Use. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at web masterCaldbpr.state. fl.us. Product Approval Accepts: Kk{ w# Vital t f�tf tt_'. m�f:i Wig'<*rrcz�r'kr#z:r�i http://www.floridabuilding.org/pr/pr_... http:.Hwww.floridabuilding.org/pr/pr ... 6/7/2012 -- EXTERIOR RESEARCH $t DESIGN, LLC. Certificate of Authorization #9503 353 Christian Street ",,,tfR1N1-1YjERD Oxford, CT 06475 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P9290.02.08-R7 150 Lyon Drive FL1654-R9 Fernley, NV 89408 Date of Issuance: 02/11/2008 Revision 7: 02/22/2011 SCOPE: This Evaluation Report is issued under Rule 9N-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 designed to comply with the 2007 Florida Building Code sections noted herein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Each unit shall bear labeling 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 products) 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. TrinitylERD 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 5, plus a 30-page Appendix. tipr�np, Prepared by: ailz + The facsimile seal appearing was authorized r.'W tow; by Robert Nleminen, P.E. on 02/22/2011 O-,� 'z;�'; This does not serve as an electronically signed ^.,�s. ;�'•+ :` document. Signed, sealed hardcoples have been Robert J.M. Nieminen, P.E. ii•- transmitted to the Product Approval Administratorand Florida Registration No. 59166, Florida DCA ANE1983 to the named client 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. \I TRINIT(I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 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 4470 1992 1504.7 Impact FM 4470 1992 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2000 1507.11.2 Physical Properties ASTM D6222 2002 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties P10490.10.08-2 10/30/2008 ERD (TST6049) FM 4470 P13760.09.09 09/10/2009 ERD (TST6049) FM 4470 P13770.09.09 09/10/2009 ERD (TST6049) FM 4470 P30540.11.09-R1 11/30/2009 ERD (TST6049) FM 4470 P30550.12.09 12/02/2009 ERD (TST6049) Physical Properties P33960.12.10 12/30/2010 ERD (TST6049) FM 4470 P33970 12/02/2009 FM Approvals (TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals (TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals (TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals (TST1867) FM 4470 2D5A9.AM 06/22/1999 FM Approvals (TST1867) FM 4470 3006646 01/04/2000 FM Approvals (TST1867) FM 4470 3001334 01/25/2000 FM Approvals (TST1867) FM 4470 3001334 02/15/2000 FM Approvals (TST1867) FM 4470 3000857 01/12/2000 FM Approvals (TST1867) FM 4470 3004091 01/12/2000 FM Approvals (TST1867) FM 4470 3006115 05/02/2001 FM Approvals. (TST1867) FM 4470 3012321 07/29/2002 FM Approvals (TST1867) FM 4470 3014692 08/05/2003 FM Approvals(TST1867) FM 4470 3014781 08/27/2003 FM Approvals (TST1867) FM 4470 3007170 01/13/2004 FM Approvals (TST1867) FM 4470 3019317 06/30/2004 FM Approvals(TST1867) FM 4470 3020703 07/30/2004 FM Approvals (TST1867) FM 4470 3018332 01/31/2006 FM Approvals (TST1867) FM 4470 3023368 03/20/2006 FM Approvals (TST1867) FM 4470. 3024594 05/23/2006 FM Approvals (TST1867) FM 4470 3023458 07/18/2006 FM Approvals (TST1867) FM 4470 3030668 09/12/2007 FM Approvals (TST1867) FM 4470 3032172 06/12/2009 PRI (TST5878) Physical Properties PUSA-062-02-01 12/04/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-064-02-02 02/27/2008 PRI (TST5878) Physical Properties PUSA-062-02-02 12/04/2008 UL (QUA1734) Quality Control UL File R14571 Exp. 11/30/2012 Miami -Dade (CER1592) HVHZ Compliance Various NOAs Various Miami -Dade (CER1592) Proposal for Review 10-0823 10/12/2010 Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R7 Certificate of Authorization #9503 FL1654-R9 Revision 7: 02/22/2011 Page 2 of 5 \I TRINITY I ERD 4.. PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass rnernbranes make up the subject systems. Table 1: Roll -Goods for Polyglass Modified Bitumen Roof Systems Type Product Specification Reference Grade Type Base Sheets Polyglass G2 Base ASTM D4601 N/A II Modibase ASTM D4601 N/A II SBS Membranes Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V Base ASTM D6163, Table 2 S I Elastoflex SA V FR Base ASTM D6163, Table 2 S I Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 S I Elastoflex SA V Vent ASTM D6163 S I Elastoflex SA V Vent FR ASTM D6163 S I Elastobase Poly ASTM D6164 S I Elastoflex S6 ASTM D6164 S I Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko MOP ASTM D61.64 S I Polyfresko MOP FR ASTM D6164 S I Elastoshield TS G ASTM D6164 S I Elastoshield TS G FR ASTM .D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyfresko SBS SAP ASTM D6164 S I Polyfresko SBS SAP FR ASTM D6164 S I APP Membranes Polyflex ASTM D6222 S I Polyflex G ASTM D6222 G I Polyflex G FR ASTM D6222 G I Polyfresko Torch ASTM D6222 S I Polyfresko Torch FR ASTM D6222 S I Polybond ASTM D6222 S I Polybond G ASTM D6222 G I Polyflex SA P ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I Polyfresko APP SAP ASTM D6222 S I Polyfresko APP SAP FR ASTM D6222 S I Polykool ASTM D6222 S I Polybianko ASTM D6222 S I I Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R7 Certificate of Authorization #9503 FL1654-R9 Revision 7: 02/22/2011 Page 3 of 5 �l I �NITi' I ERD S. LIMITATIONS: 5.1 This Evaluation Report is not for use in HVHZ. 5.2 Refer to a current Roofing Materials Directory for fire ratings of this product. 5.3 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. 5.4 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project design criteria to the satisfaction of the AHJ. 5.5 For recover installations, the existing roof shall be examined in accordance with FBC 1510. 5.6 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 RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 For fully -adhered insulation, 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 5.8 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 TAS 105 or ANSI/SPRI FX-1. 5.9 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 ASTM E907 or FM LPDS 1-52 shall be conducted on mock-ups of the proposed new roof assembly. 5.10 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 AHJ, as documented through field uplift testing in accordance with ASTM E907 or FM LPDS 1-52, 5.11 Metal edge attachment (exept gutters), shall be designed and installed for wind loads in accordance with FBC Chapter 16 and tested for for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.12 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C. Rule 9N-3. 6. INSTALLATION: 6.1 Polyglass Modified Bitumen roof systems shall be installed in accordance with Polyglass USA, Inc. -published installation instructions, subject to the Limitations / Conditions of Use noted below. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. Exterior Research and Design, LLC. Evaluation Report P9290.02.08-R7 Certificate of Authorization #9503 FL1654-R9 Revision 7: 02/22/2011 Page 4 of 5 F)o TRINITY I ERD 6.3 Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating or Mule -Hide 111 Non-Fibrated Roof Coating; ➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ PG700 White Reflective Roof Coating; ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Muie-Hide 311 Emulsion Non-Fibrated; ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Polybrite 70 White Elastomeric Roof Coating. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements 9. QUALITY ASSURANCE ENTITY: Underwriters Laboratories - QUA1743 (847) 664-3281 - THE 30-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P9290.02.08-1117 Certificate of Authorization #9503 FL1654-1119 Revision 7: 02/22/2011 Page 5 of 5 C)o ' JERD `J TRINIIY APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page IA-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B Wood New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 6 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E Wood New or Reroof (Tear -Off) E Non -Insulated, Mech: Attached Base Sheet, Bonded Roof Cover 8-9 IF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 9 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 10 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 10 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 11 3A-1 Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 12-15 3A-2 Concrete New or Reroof (Tear -Off) A-1 Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover 16 3B Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 17 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 18-19 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 19 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 20-23 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 24 56 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 25 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 25 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 26 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 26 6A Gypsum New or Reroof (Tear -Off) A- 1. Bonded Insulation, Bonded Roof Cover 27 6B Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 28 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 28 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 28 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 29-30 7B Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 30 Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page i of 30 `mil TRINIIYIERD The following notes apply to the systems outlined herein: 1. Roof decks shall be in accordance with FBC requirements to the satisfaction of the AHJ. Wind load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75 inch penetration and engage the top flute of the steel deck. ➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, DensDeck, DensDeck Prime, DensDeck DuraGuard, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board that meets the QA requirements of F.A.C. Rule 9N-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, 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 D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 5. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c. ➢ OMG OlyBond 500 or OlyBond500 Green (013500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. Note: TITESET may be used anywhere CR-20 is referenced. ➢ 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. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness. noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 or OlyBond500 Green (013500): MDP -120.0 psf (Min. 1.0-inch thick) ➢ OMG OlyBond 500 or OlyBond 500 Green (OB500): MDP -90.0 psf (Min. 0.5-inch thick) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocya n u rate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 10. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for -comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 30 V 1 KININ ERD 11. For existing substrates in a bonded. recover installation, the existing roof, system shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or ANSI/SPRI IA-1. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. Unl n 1—i refer to the fnlinwina references for bonded base, ply or cap sheet applications. Table 1: Polyglass Roof Covers Application Reference Layer Material BP -AA Base Polyglass G2 Base, Modibase, FBC Approved ASTM D4601, Type II HA at 20-40 (Base and Ply sheets, Asphalt -Applied) Ply FBC Approved ASTM D2178, Type IV or VI or ASTM D4601, Type II Ibs/square Base or Ply Elastobase, Elastobase Poly, Elastoflex V, Elastoflex S6 HA at 20-40 SBS-AA Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko Ibs/square (SBS, Asphalt -Applied) Cap MOP, Polyfresko MOP FR Base or Ply Elastoflex V, Elastoflex S6 SBS-TA Elastoflex V, Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS G, Elastoshield TS-G Torch -Applied (SBS, Torch -Applied) Cap FR, Polyfresko MOP, Polyfresko MOP FR SBS-SA Base Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR Self -Adhering (SBS, Self -Adhering) Cap Elastoflex SA P, Elastoflex SA P FR, Polyfresko SBS SAP, Polyfresko SBS SAP FR APP-TA Base or Ply Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko Torch, Polyfresko Torch FR APP-SA Cap Polyflex SA P, Polyflex SA P FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Polykool, Polybianko Self -Adhering (APP, Self -Adhering) 14. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non Fibered Roof Coating or Mule -Hide ill Non-Fibrated Roof Coating; ➢ PG300 Fibered Roof Coating or Mule -Hide 102 Fibrated Roof Coating; ➢ PG600 Non-Fibered Aluminum Roof Coating or Mule -Hide 416 Standard Non-Fibrated Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating or Mule -Hide 406 Standard Fibrated Aluminum Roof Coating; ➢ PG700 White Reflective Roof Coating; ➢ PG800 Non-Fibered Asphalt Emulsion Roof Coating or Mule -Hide 311 Emulsion Nan-Fibrated; ➢ PG850 Fibered Asphalt Emulsion Roof Coating or Mule -Hide 301 Emulsion Fibrated; ➢ Polyplus 60 Premium Non-Fibered Aluminum Roof Coating or Mule -Hide 410 Premium Non-Fibrated Aluminum Roof Coating; ➢ Polyplus 65 Premium Fibered Aluminum Roof Coating or Mule -Hide 401 Premium Fibrated Aluminum Roof Coating; ➢ Polybrite 70 White Elastomeric Roof Coating. Refe r 15. The following represent priming requirements for gypsum -based coverboards: D DensDeck and DensDeck Prime shall be field -primed with PG100 prior to self -adhering or torch -applied membrane application. No priming is required for hot -asphalt membrane applications. ➢ SECUROCK Gypsum -Fiber Roof Board or DensDeck DuraGuard do not require field priming for any membrane application. Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 11 Certificate of Authorization #9503 Revision , age 3 of 30 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 30 „J I RINITi' I ERD TABLE SA-1: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Roof Deck Anchor Sheet Base Insulation Top Insulation Roof Cover MDP No. Type Fasteners Attach Type Attach Type Attach Base Ply Cap (psf) Min. 19/32-inch Elastobase, Elastobase 32 g a., 1- 8-inch o.c. in 4-inch lap (Optional) Min. 0.25-inch DensDeck, DensDeck plywood max. Poly, Polyglass G2 Base, CertainTeed 5/8-inch diameter tin and 8-inch FBC Approved, Prime, SECUROCK W-1 2spans inch p attached 6-inch Glasbase, Firestone caps with 11 o.c. in three, equally ASTM C3289, HA Gypsum -Fiber Roof HA BP -AA or (Optional) BP -AA or SBS-AA, SBS-TA, -52.5 o.c. with 8d MB Base, ]M Perma- ga. annular spaced, type II Board, Min. 0.75-inch FescoBoard or SBS-AA SBS-AA APP-TA common nails Ply 28, Tamko Glass Base or GAFGLAS #75 ring shank nails sta eyed gg polyiso cyanurate min. 0.5-inch Structodek center rows HD Fiberboard Min. 19/32-inch Elastobase, Elastobase 32 g a., 1- 8-inch o.c. in 4-inch lap (Optional) plywood at max. Poly, Polyglass G2 5/8-inch and FBC Min. 0.25-inch (Optional) (Optional) W-2 spans Base, CertainTeed diameter tin in three three, Approved, DensDeck, DensDeck One SBS SA, attached attached 6-inch Glasbase, Firestone caps with 11 equally 11 equally ASTM C1289, HA Prime, SECUROCK HA SBS-SA more APP-SA, -52.5 with 8d MB Base, JM Perma- ga. annular spaced, type II Gypsum -Fiber Roof SBS-SA, SBS-TA or co common nails Ply 28, Tamko Glass ring shank staggered of iso- Board SBS-TA or APP-TA Base or GAFGLAS #75 nails cyanurate APP-TA center rows Min. 19/32-inch plywood at max. Polyglass G2 Base, 32 a., 1- 8-Inch o.c. in 4-inch lap (Optional) Min. 0.25-inch DensDeck, DensDeck 24-inch spans CertainTeed Glasbase, 5/8-inch diameter tin and 8-inch Approved, prime, SECUROCK W'3 attached 4-Inch with 8d Firestone MB Base, ]M 28, Tamko caps with 11 o.c. in three, equally ASTM C1289, HA Gypsum -Fiber Roof HA BP -AA or (Optional) BP -AA or SBS-AA, SBS-TA, -60.0 co common nails or GlassPerma-PlyBase Glass Base or ga. annular spaced, type II Board, Min. 0.75 inch FescoBoard or SBS-AA SBS-AA APP-TA 6-inch o.c. with GAFGLAS #75 ringshank nails staggered Polyiso- min. 0.5-Inch Structodek #8 screws center rows cyanurate HD Fiberboard Min. 19/32-inch plywood max. Polyglass Base, 32 a., 1- 9 8-inch o.c. in 4-inch lap (Optional) 24-inch spans p d CertainTeed Glasbase, 5/8-inchFBC and 8-inch Min. 0.25-inch (Optional) W_4 attached 4-inch Firestone MB Base, JM diameter tin o.c, in three, Approved, DensDeck, DensDeck One or SBS-SA, o.c. with 8d Perma-Ply 28, Tamko caps with equally ASTM C1289, HA Prime, SECUROCK HA SBS-SA more APP-SA, -60.0 common nails or Glass Base or ga. annular r spaced, p type II Gypsum -Fiber Roof SBS-SA, SBS-TA or 6-inch o.c. with GAFGLAS #75 ring shank staggered polyiso- Board SBS-TA or APP-TA #8 screws nails center rows cyanurate APP-TA Min. 19/32-inch plywood at max. 32 ga., 1- 6-inch o.c. in D-IS, 24-inch spans 5/8-inch diameter 4-inch lap and 6-inch Min. 2-inch ACFoam II, OB500, CR- Min. 0.25-Inch D-IS, W-5 attached 4-inch Elastobase or tin caps with 12 o.c. in four, III, H-Shield, 20 or M- DensDeck, DensDeck OB500, BP -AA or (Optional) SBS-AA, o.c. with 8d Elastobase Poly a. annular equal) Y H-Shield CG, OSFA, atop Prime or SECUROCK CR-20 or SBS AA BP -AA or SBS-TA, -60.0 common nails or g ring shank s Paced, Multi -Max FA3 fastener Gypsum -Fiber Roof M-OSFA SBS-AA APP-TA inch with nails staggered or ENRGY-3 rows, 7 Board # #8 screws screws center rows inch oc Min. 19/32-inch plywood at max. 32 ga., 1- 6-inch o.c. in D-IS, 2ttachench spans 5/8-inch 4-inch lap and 6-inch Min. 2-inch ACFoam II, OB500, CR- (Optional) 6 attached 4-inch Elastobase or diameter tin O.C. in four, III, H-Shield, 20 or M= (Optional) Additioal D-IS, OB500, One or SBS-SA, o.W with 8d Elastobase Poly Y caps with 12 p ga. annular equally H-Shield CG, OSFA, atop fastener layers of base CR-20 or SBS-SA more SBS-SA, APP-SA, SBS-TA or -60.0 co common nails or 6-inch o.c. with ring shank spaced, Multi Max FA3 rows, 7- insulation M-OSFA SBS-TA or APP-TA #8 screws nails staggered center rows or ENRGY-3 inch oc APP-TA Fvi• rinr Dcccnrrh A nmin.. --- - - ---- -” -"- �" —I ""' -,- ". . y ""' Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 4 of 30 rTRINITY IERD — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER TABLE 1A-2: WOOD DECKS ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED Base Insulation Top Insulation Roof Cover MOP (Psf) Anchor Sheet Attach 12-inch o.c. Type Attach Type AttachrBP-AA Ply Cap System No. Roof Deck Type Fasteners (Optional) Min. 0.25-inch DensDeck, DensDeck Elastobase, OMG Flat Min. 19/32-inch Elastobase Poly, Bottom Plates in 4 inch lap FBC Prime, SECUROCK plywood at Polyglass G2 Base, (square) with Roofgrip #14, and 12-inch Approved, Gypsum Fiber Roof(Optional) SBS-AA, SBS-TA, -52.5 W-7 max. 24-inch spans attached CertainTeed Glasbase, Firestone Dekfast Hex o.c. in two, equally ASTM C1289, HA Barch , Min. o .d orHASBS-AA BP-AA or APP-TA 6-inch o.c. with MB Base, ]M Parma- with Dekfast spaced, type II polyiso min. 0.5-inch 8d common Ply 28, Tamko Glass #14 or TruFast MP-3 staggered cyan urate Structodek HD nails Base or GAFGLAS with center rows Fiberboard #75 TruFast HD 12-inch o.c. in 4-inch lap (Optional) Min. 0.25-Inch (Optional) SBS SA, Min. 19/32-inch Elastobase, Elastobase Poly, OMG Flat Bottom Plates plywood at 24-inch Polyglass G2 Base, CertainTeed (square) with Roofgrip #14, and 12-inch FBC Approved DensDeck, DensDeck SBS SA One or SBS_ APP-SA, 52. W-8 max. spans attached Glasbase, Firestone Dekfast Hex o.c. in two,more equally C1289, HA Prime, -Fiber SECUROCK Gypsum -Fiber Roof HA SA, SBS-TA SBS-TA or APP TA 6-inch o.c. with MB Base, ]M Perma- with Dekfast spaced, type II type Board or APP-TA Bd common Ply 28, Tamko Glass #14 or TruFast staggered polyiso c anurate nails Base or GAFGLAS MP-3 with center rows y #75 TruFast HD 12-inch o.c. (Optional) Min. 0.25-inch DensDeck, DensDeck Min. 19/32-inch plywood at in 4-inch lap FBC Prime, SECUROCK max. 24-inch OMG Flat and 12-inch Approved, Gypsum -Fiber Roof BP -AA or (Optional) SBS-AA, spans attached Elastobase or Bottom Plates o.c. in two, ASTM C1289, HA Board, Min. 0.75- HA SBS-AA BP -AA or SBS-TA, -60.0 W-9 4-inch o.c. with Elastobase Poly (square) with equally type II inch FescoBoard or SBS-AA APP-TA Bd common m Roofgrip #12 spaced, polyiso- min. 0.5-inch nails 6-inch staggered cyanura te Structodek HD o.c. with #8 center rows Fiberboard screws 12-inch o.c. (Optional) Min. 19/32-inch plywood at in 4-inch lap FBC Min . 0.25 inch (Optional) SBS SA, max. 24-inch OMG Flat and 12-inch Approved, DensDeck, DensDeck One or APP-SA, spans attached Elastobase or Bottom Plates o.c. in two, ASTM C1289, HA Prime, SECUROCK HA SBS-SA more SBS- SBS-TA or 60.0 W-10 4-inch o.c. with Elastobase Poly (square) with equally type II Gypsum -Fiber Roof SA, SBS-TA APP-TA Scommon Roofgrip #12 spaced, polyiso- Board or APP-TA nails or 6-Inch staggered cyanurate o.c. with #8 center rows screws Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 5 of 30 VT__k1N1TYjERD TABLE 113: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Roof Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP No. Type Fasteners Attach Type Attach Base Ply Cap (Psf) Min. 19/32-inch plywood Min. 1.5-inch Dekfast Hex with Min. 0.75-inch (Optional if (Optional if using AA W-11 at max. 24-inch spans ENRGY 3, H- Dekfast #12 or 1 per FescoBoard or min. HA using AA Ply) Base) One or more SBS-AA, attached 6-inch o.c. with Shield or TruFast MP-3 with 1.33 ftZ 0.5-inch Structodek BP -AA, SBS- BP -AA, SBS-AA, SBS-TA, -52.5 8d common nails Polytherm TruFast DP HD Fiberboard AA SBS-TA or APP-TA APP-TA Min. 19/32-inch plywood at max. 24-inch spans Min. 1.5-Inch Dekfast Hex with Min. 0.75-inch ( Optional if (Optional if using AA W-12 attached 4-inch o.c. with ENRGY 3, H- Dekfast #12 or 1 per FescoBoard or min. HA using AA Ply) Base) One or more SBS-AA, common nails or 6- Shield or TruFast MP-3 with 1.33 ftZ 0.5-inch Structodek BP -AA, SBS- BP -AA, SBS-AA, SBS TA, 60.0 inch o.c. with #8 screws screws Polytherm TruFast DP HD Fiberboard AA SBS-TA or APP-TA APP-TA TABLE IC: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Roof Deck Base Insulation Top Insulation Layer Roof Cover MDP No. Layer Y Type Fasteners Attach Base Ply Cap (Psf) Min. 0.5-inch Structodek Min. 19/32-inch plywood (Optional) HD Fiberboard or min. (Optional if using W-13 at max. 24-inch spans One or more layers, y 0.25-inch DensDeck, Dekfast Galvalume Steel Hex 1 per p (Optional if AA Base) One or SBS AA SBS- SBS- attached 6-inch o.c. with any combination, DensDeck Prime or with Dekfast #12 DP 7 1.33 ft using AA Ply) BP -AA, SBS-AA more BP -AA, SBS- , TA, APP-TA -52.5 Sd common nails loose laid SECUROCK Gypsum -Fiber AA, SBS-TA or Roof Board APP-TA Min. 0.5-inch Structodek Min. 19/32-inch plywood (Optional) HD Fiberboard or min. (Optional if using W-14 at max. 24-inch spans One or more layers, 0.25-inch DensDeck, Dekfast Galvalume Steel Hex 1 per (Optional if AA Base) One or SBS AA, SBS- attached 4-inch o.c. with any combination, DensDeck Prime or with 1.33 ftZ using AA Ply) more BP -AA, SBS- TA, APP-TA -67.5 8d common nails loose laid SECUROCK Gypsum -Fiber Dekfast #12 DP BP -AA, SBS-AA AA, SBS-TA or Roof Board APP-TA Min. 0.5-inch Structodek Min. 19/32-inch plywood (Optional) HD Fiberboard or min. (Optional if using W-15 at max. 24-inch spans P One more layers, 0ensD ch DensDeck, Dekfast Galvalume 1 per (Optional if AA Base) One or SBS-AA, SBS- SBS- attached 6-inch o.c. with any combination, o DensDeck Prime or Steel Hex with 1.33 ft using AA Ply) more BP -AA, SBS TA, APP-TA -82 5 #8 screws loose laid SECUROCK Gypsum -Fiber Dekfast #12 DP BP -AA, SBS-AA AA, SBS-TA or Roof Board APP-TA Min. 19/32-inch plywood (Optional) Dekfast Galvalume W-16 at max. 24-inch spans p One or more layers, Min. 1.5-inch ENRGY 3, H- Steel Hex with 1 per (Optional) One or SBS-SA, APP- attached 6-Inch o.c. with any combination, Shield or Polytherm Dekfast #12 DP or 1.33 ft2 SBS-SA more SBS-SA, SA, SBS-TA or 82.5 #8 screws loose laid TruFast MP-3 with SBS-TA or APP-TA APP-TA TruFast DP Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Revision 7: 02/22/2011 Appendix 1, Page 6 of 30 \.l TRINITYERD TABLE 1D: WOOD DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Insulation Layer(s) Base Sheet Roof Cover MDP (psf) System No. Roof Deck Type Attach Base Fasteners Attach Ply Cap Min. 19/32-inch Elastobase, Elastobase Poly, OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch (Optional) One or plywood at max. 24- One or more Prelim. prelim. Polyglass G2 Base, CertainTeed Glasbase, Roofgrip #14, Dekfast Hex with lap and 12-inch o.c. in two, equally more BP -AA, SBS-AA, SBS- Inch spans attached layers, any Attached Firestone Base, ]M Dekfast #14 or spaced, staggered SBS-AA SBS-TA TA, APP-TA 6-inch o.c. with 8d combination Perma-Ply 8, Tamko Glass 2 TruFast MP-3 with center rows or APP-TA common nails Base or GAFGLAS #75 TruFast HD OMG Flat Bottom Min. 19/32-inch Plates (square) with 12-inch o.c. in 4-inch plywood at max. 24- One or more Prelim. Elastobase or Elastobase Roofgrip #14, Dekfast Hex with lap and 12-inch o.c. uall in two, equally One or more SBS- SA, SBS-TA or SBS-SA, APP- SA, SBS-TA or -52.5 W-18 inch spans attached 6-inch o.c. with 8d layers, any combination Attached Poly with poly top surface Dekfast #14 or spaced, staggered APP TA APP-TA common nails TruFast MP-3 with center rows TruFast HD Min. 19/32-inch plywood at max. 24- 12-inch o.c. in 4-inch (Optional) One or inch spans attached One or more Prelim. Elastobase or Elastobase OMG Flat Bottom Plates (square) with lap and 12-inch o.c. in two, equally more BP -AA SBS-AA, SBS- 60.0 W-19 4-inch o.c. with 8d common nails or 6- layers, any combination Attached Poly Roofgrip #12 spaced, staggered SBS-AA, SBS-TA or APP TA TA, APP-TA inch o.c. with #8 center rows screws Min. 19/32-inch plywood at max. 24- 12-inch o.c. in 4-inch inch spans attached One or more Prelim. Elastobase or Elastobase OMG Flat Bottom Plates (square) with lap and 12-inch o.c. in two, equally One or more SBS- SA, SBS-TA or SBS-SA, APP- SA, SBS-TA or 60.0 W-20 4-inch o.c. with 8d common nails or 6- layers, any combination Attached Poly with poly top surface Roofgrip #12 spaced, staggered APP-TA APP TA inch o.c. with #8 center rows screws Exterior Research and Design, LLC. d/b/a Trinity IERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 30 ',! I KINIl'iIERD TABLE 1E: WOOD DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Base Sheet Roof Cover MDP (psf) System Roof Deck NO. Base Fasteners Attach Ply Cap Min. 19/32-inch plywood at 9/32-h Elastobase, Elastobase Poly, Polyglass 32 ga., 1-5/8-inch diameter 8-inch o.c. in 4-inch lap 8-inch o.c. in (Optional) One or more BP -AA, SBS-AA, SBS- W-21 max. spans attached 6-inch with 8d common G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, tin caps with 11 ga. annular and three, equally spaced, q y p SBS-AA, SBS-TA TA, APP-TA -52.5 o.c. nails Tamko Glass Base or GAFGLAS #75 ring shank nails staggered center rows or APP-TA Min. 19/32-inch plywood at 32 ga., Inch diameter 8-inch o.c. in 4-inch lap 8-inch in (Optional) One or SBS-SA, APP W-22 max. 24-inch spans attached Elastobase or Elastobase Poly with poly tin caps with 11 ga. annular with and o.c. three, equally spaced, more SBS-SA, SA, SBS TA or 52.5 6-inch o.c. with 8d common top surface ring shank nails staggered center rows SBS TA or APP TA APP TA nails Min. 19/32-inch plywood at Elastobase, Elastobase Poly, Polyglass OMG Flat Bottom Plates (square) with Roofgrip #14, 12-inch o.c. In 4-inch lap and 12-Inch o.c. in (Optional) One or more BP -AA, SBS-AA, SBS- W-23 max. 24-inch spans attached 6-inch with 8d common G2 Base, CertainTeed Glasbase, Firestone MB Base, JM Perma-Ply 28, Dekfast Hex with Dekfast two, equally spaced, SBS-AA, SBS-TA TA, APP-TA -52.5 o.c. nails Tamko Glass Base or GAFGLAS #75 ru or TruFast MP 3 with TruFast HD staggered center rows or APP-TA Min. 19/32-inch plywood at OMG Flat Bottom Plates (square) with Roofgrip #14, 12-inch o.c. in 4-Inch One or more SBS- SBS-SA, APP- max. 24-inch spans attached Elastobase or Elastobase Poly with poly Dekfast Hex with Dekfast la and 12-inch o.c. in p SA, SBS-TA or SA, SBS-TA or -52.5 W 24 6-inch o.c. with 8d common top surface or TruFast MP-3 with two, equally spaced, APP TA APP-TA nails TruFast HD staggered center rows Min. 19/32-Inch plywood at max. 24-inch spans attached Elastobase, Elastobase Poly, Polyglass 32 ga., 1-5/8-inch diameter 8-inch o.c. in 4-inch lap and 8-inch o.c. in (Optional) One or more BP -AA, SBS-AA, SBS W-25 4-inch o.c. with 8d common G2 Base, CertainTeed Glasbase, Firestone MB Base, ]M Perma-Ply 28, tin caps with 11 ga. annular three, equally spaced, SBS-AA, SS -TA TA, APP-TA 60.0 nails or 6-inch o.c. with #8 Tamko Glass Base or GAFGLAS #75 ring shank nails staggered center rows or APP-TA screws Min. 19/32-Inch plywood at max. 24-inch spans attached 32 ga., 1-5/8-inch diameter 8-inch o.c. in 4-Inch lap 8-inch in (Optional) One or SBS-SA, APP- W-26 4-inch o.c. with 8d common Elastobase or Elastobase Poly with poly top surface tin caps with 11 ga. annular o.. c and three, equally spaced, more SBS-SA, SA, SBS TA or 60.0 nails or 6-inch o.c. with #8 ring shank Halls staggered center rows SBS TA or APP TA APP TA screws Min. 19/32-inch plywood at 12-inch o.c. in 4-inch (Optional) One or max. 24-inch spans attached OMG Flat Bottom Plates lap and 12-inch o.c. in more BP -AA, SBS-AA, SBS 60.0 W-27 4-inch o.c. with 8d common Elastobase or Elastobase Poly (square) with Roofgrip #12 two, equally spaced, SBS-AA, SBS-TA TA, APP-TA nails or 6-inch o.c. with #8 staggered center rows or APP-TA screws Min. 19/32-inch plywood at max. 24-inch spans attached Elastobase or Elastobase Poly with poly OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12-Inch o.c. in One or more SBS SBS-SA, APP W-28 4-Inch o.c. with 8d common top surface (square) with Roofgrip #12 two, equally spaced, SA, SBS-TA or APP-TA SA, SBS-TA or APP-TA -60.0 nails or 6-inch o.c. with #8 staggered center rows screws Min. 19/32-inch plywood at Elastobase or Elastobase Poly with poly 32 ga., 1-5/8-inch diameter tin caps with 11 annular 4-inch o.in 4-inch lap c. and 4-inch o.c. in four, (Optional) One or more SBS-SA, SBS-SA, APP- SA, SBS-TA or -97.5 W-29 max. 24-inch spans attached 6-inch o.c. with #8 screws top surface ga. ring shank nails. equally spaced, staggered center rows SBS-TA or APP-TA APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 . Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 8 of 30 m '\,! TRINITY 1 ERD TABLE IE: WOOD DECKS -.NEW CONSTRUCTION or REROOF (Tear -Off.) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Base Sheet Roof Cover MDP (psf) System No. Roof Deck Base Fasteners Attach Ply Cap 6-inch in 4-inch lap (Optional) One or Min. 19/32-Inch plywood at 32 ga., 1-5/8-inch diameter and 6-inch o.c. in four, more BP -AA, SBS-AA, SBS- -112.5 W-30 max. 24-inch spans attached Elastobase or Elastobase Poly tin caps with 11 ga. annular equally spaced, SBS-AA, SBS-TA TA, APP-TA ' 6-inch o.c. with #8 screws ring shank nails staggered center rows or APP-TA (Optional) One or 32 ga., 1-5/8-inch diameter tin caps with it ga. annular 6-inch o.c. in 4-inch lap more SBS-SA (no SBS-SA, APP W-31 Min. 19/32-inch plywood at max. 24-inch spans attached Elastobase or Elastobase Poly with poly ring shank nails. Note: Tin and 6-inch o.c. in four, equally spaced, Elastoflex SA V Base or Elastoflex SA, SBS TA or 112.5 6-Inch o.c. with #8 screws top surface caps are to be primed with staggered center rows SA V FR Base), APP-TA PG100 or ASTM D41 primer. SBS-TA or APP-TA TABLE IF: WOOD DECKS - NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER Roof Cover MOP (psf) Joint Treatment Base Ply Cap System No. Deck Primer Min. 19/32-inch plywood at max. 24-inch spans attached 6- SBS-SA (Optional) SBS-SA, SBS-SA, P -90.0 W 32 inch o.c. with 8d ring shank (Optional) PG100 None SBS TA or APP-TA -T SBS-TA orr APP-TA nails Min. 15/32-inch plywood at Plywood joints are covered with 4-inch Elastoflex SA V (Optional) SBS-SA, SBS-SA, APP-SA, 97.5 W-33 max. 24-inch spans attached 6- (Optional) PG100 wide strips of Elastoflex SA V Plus, rolled Base or Elastoflex SBS-TA or APP-TA SBS-TA or APP-TA inch o.c. with #12 screws into place to create continuous bond. SA V FR Base Min. 15/32-inch plywood at Plywood joints are covered with 4-inch Elastoflex SA V Plus (Optional) SBS-SA, SBS-SA, APP-SA, -135.0 W-34 max. 24-inch spans attached 6- (Optional) PG100 I wide strips of Elastoflex SA V Plus, rolled or Elastoflex SA V SBS-TA or APP-TA SBS-TA or APP-TA inch o.c. with #12 screws into place to create continuous bond. Plus FR Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 9 of 30 -1 TRINITYIERD TABLE 2A: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE B.MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover No. Roof Deck Type Fasteners Attach Type Attach Base Ply Cap MDP (psf) Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Dekfast #14, Trufast Min. 0.75-inch (Optional if (Optional if using AA Base) One or SBS-AA, SC-1. Grade 33 steel or ACFoam II, ENRGY MP-3 with Trufast HD 1 per 2 FescoBoard or min. HA using AA Ply) more BP -AA, SBS- SBS-TA, -45.0* min. 2,500 psi 3, H-Shield or or OMG 3-inch Galy ft 0.5-Inch Structodek BP -AAA SBS-AA AA, SBS-TA or APP-TA structrual concrete Polytherm Plate with OMD HD HD Fiberboard APP-TA Min. 22 ga., type B, Min. 2-Inch Dekfast Hex with Min. 75-inch 0 . (Optional if using Grade 33 steel or ACFoam II, ENRGY Dekfast #14, Trufast 1 per 4 FescoBoard or min. (Optional if AA Base) One or SBS-AA, SC-2. min. 2,500 psi 3, H-Shield or with Trufast HD ft2 0.5-inch Structodek HA using AA Ply) more BP -AA, SBS SBS-TA, 45.0* structrual concrete Polytherm or 3-inch or O HD Fiberboard BP AA, SBS AA AA, SBS TA or APP-TA Plateto with OMD HD HD APP-TA Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch (Optional if (Optional if using AA Base) One or SBS-AA, SC 3. Grade 33 steel or ENRGY 3, H-Shield Dekfast #14 or 1 per FescoBoard or min. HA using AA Ply) more BP -AA, SBS SBS-TA, 90.0 min. 2,500 psi or Polytherm TruFast MP-3 with 1.33 ft2 0.5-inch Structodek BP -AA, SBS-AA AA, SBS-TA or APP TA structrual concrete TruFast HD HD Fiberboard APP-TA Min. 22 ga., type B, Min. 1.5-inch Dekfast Hex with Min. 0.75-inch BP -AA, SBS-AA One or more SBS-SA, SC 4. Grade 33 steel or ENRGY 3, H-Shield Dekfast #14 or 1 per FescoBoard or min. HA (Top surface layers, SBS SA, y, APP-SA, 90.0 min. 2,500 psi or Polytherm TruFast MP-3 with 1.33 ft2 0.5-inch Structodek primed with SBS-TA or APP TA SBS-TA or structrual concrete TruFast HD HD Fiberboard PG100 primer) APP-TA TABLE 28: STEEL OR CONCRETE DECKS - NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Roof Deck Base Insulation Top Insulation Layer Roof Cover MOP (psf) Type Fasteners Attach Base Ply Cap No. Layer Y (Optional) (Optional if using Min. 22 ga., type B, Grade One or more layers, Min. 0.5-inch OMG 3-inch Galvalume 1 per (Optional if using AA Base) One or SBS-AA, SC-5. 33 steel or min. 2,500 psi bi any combination, SECUROCK Gypsum- Steel Plate with OMG #14 1.78 ft2 AA Ply) BP -AA, more BP -AA, SBS-TA, -75.0 structrual concrete loose laid Fiber Roof Board HD SBS-AA SBS-AA, SBS-TA APP-TA or APP-TA Min. 0.5-inch Structodek HD Dekfast Galvalume Steel (Optional if using Min. 22 ga., type B, Grade One or more layers, Fiberboard or min. Hex with Dekfast #12 (steel 1 per (Optional if using AA Base) One or SBS-AA, SC-6. 33 steel or min. 2,500 psi any combination, 0.25-inch DensDeck, only) or #14 or Trufast MP- 1.33 ft 2 AA ply) BP -AA, more BP -AA, SBS-TA, -82.5 structrual concrete loose laid DensDeck Prime or 3 with TruFast DP (steel SBS-AA SBS-AA, SBS-TA APP-TA SECUROCK Gypsum- only) or HD or APP-TA Fiber Roof Board (Optional) Dekfast Galvalume Steel (Optional) One (Op SBS-AA, SC-7. Min. 22 ga., type B, Grade 33 steel or min. 2,500 psi One or more layers, Min. 1.5-inch ENRGY 3, H-Shield or Hex with Dekfast #12 (steel only) or #14 or TruFast MP- 1 per 2 SBS-SA or more SBS-AA, SBS-TA, SBS-SA, -82.5 structrual concrete any combination, Polytherm 3 with TruFast DP (steel 1.33 ft SBS-TA, SBS-SA APP-TA, loose laid only) or HD or APP-TA APP-SA Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report P9290.02.08-R7 for FL1654-119 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 10 of 30 TRINITY I ERD TABLE 2C: STEEL OR CONCRETE DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER NOTE: INSULATION IS OPTIONAL FOR RECOVER APPLICATIONS System Insulation Layer(s) Base Sheet Roof Cover MDP (psf) No. Roof Deck Type Attach Base Fasteners Attach Ply Cap Min. 22 ga., type B, One or more Prelim. Elastobase, Elastobase OMG Flat Bottom Plates (square) with Roofgrip 12-inch o.c. in 4-inch la and P 18-inch stag in two, equally (Optional) One ) or more BP -AA, SBS-AA, SC-8. Grade 33 steel or min. 2,500 psi layers, any Attached Poly or JM Perma-Ply #14, Dekfast Hex with spaced, staggered center SBS-AA, SBS-TA SBS-TA, APP-TA 45.0 structrual concrete combination 28 Dekfast #14 or TruFast rows or APP-TA MP-3 with TruFast HD Elastobase, Elastobase Min. 22 ga., type B, One or more Poly, Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with Roofgrip 12-inch o.c. in 4-inch lap and (Optional) One SBS-AA, SC-9. Grade 33 steel or layers, any Prelim. Attached Glasbase, Firestone #14, Dekfast Hex with 12-inch o.c. in two, equally spaced, staggered center or more BP AA, SBS-AA, SBS-TA SBS-TA, -52.5 min. 2,500 psi structrual concrete combination MB Base, JM Perma- Dekfast #14 orTruFast rows or APP-TA APP-TA Ply 28, Tamko Glass MP-3 with TruFast HD Base or GAFGLAS #75 Min. 22 ga., type B, One or more Elastobase or OMG Flat Bottom Plates (square) with Roofgrip 12-inch o.c. in 4-inch la and P 12-inch stag in two, equally One or more SBS-SA, APP-SA, SC-10. Grade 33 steel or min: 2,500 psi layers, any Prelim. Attached Elastobase Poly with #14, Dekfast Hex with spaced, staggered center SBS-TA SBS-TA or 52.5 structrual concrete combination poly top surface Dekfast or TruFast rows or APP-, or APP-TA APP-TA h T HD MP-3 with TruFast HD Min. 22 ga., type B, One or more OMG Flat Bottom Plates 12-inch o.c. in 4-Inch lap and (Optional) One SBS AA, SC-11. Grade 33 steel or layers, any Prelim. Elastobase or (square) with Roofgrip 12-inch stag in two, equally or more BP -AA, SBS-TA, -60.0 min. 2,500 psi combination Attached Elastobase Poly #12 (steel only) or #14 spaced, staggered center SBS AA, SBS TA APP-TA structrual concrete rows or APP-TA Min. 22 ga., type B, Grade 33 steel or One or more Prelim. Elastobase or OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and stag in two, equally One more SBS-SA, APP-SA, SC-12. min. psi layers, any Attached Elastobase Poly with (square) with Roofgrip spaced,nch spaced, staggered center S SBS SA, SBS TA SBS-TA or -60.0 structrual concrete structrual combination poly top surface #12 (steel only) or #14 rows or APP-TA APP-TA Min. 22 ga., type B, Grade 80 steel or One or more Prelim. Dekfast isofast IF-2.375- 12-inch o.c. In the 5-inch (Optional) APP- SBS-TA, 82.5 SC-13. min. 2,500 psi layers, any Attached Poly AT Plates with Dekfast wide, heat -welded side lap TA APP-TA structrual concrete combination #15 HS SC-14. Min. 22 ga., type B, Grade 80 steel or One or more layers, any Prelim. Polybond or Polyflex Trufast 2.4 in. Barbed Seam Plates with Trufast 12 inch stag in the 6 inch (Optional) APP SBS TA, -82.5 min. 2,500 psi combination Attached EHD Fasteners wide, heat -welded side lap TA APP-TA structrual concrete Min. 22 ga., type B, One or more Dekfast Hex with Dekfast 12-inch o.c. in the 4-inch lap (Optional) BP SBS-AA, SC-15. Grade 33 steel or layers, any Prelim. Polybond, Polyfex or #14 or OMG Flat Bottom and 18-inch stag in two, AA, SBS-AA, SBS-TA, 112.5 min. 2,500 psi combination Attached Elastoshield Plates with OMG Roofgrip equally spaced, staggered SBS-TA or APP- APP TA structrual concrete #14 center rows TA Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 11 of 30 \l TRINITYIERD TABLE 3A-1: CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover MDP System No. Deck Primer Type Attach Type Attach Base Ply Cap (psf) SELF -ADHERING SYSTEMS WITH BASE INSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE: (Optional) One or SBS-SA, APP- Optional) Min. 1.5-inch H Shield or Multi- D-IS (Optional) additional D-IS SBS-SA more SBS-SA, SA, SBS-TA or -67.5 C 1 Concrete pG100 Max FA3 layers(s) of base insulation SBS-TA or APP-TA APP-TA (Optional) One or SBS-SA, APP- (Optional) Min. 1.5-inch ACFoam II or D-IS (Optional) additional D-IS SBS-SA more SBS-SA, SA, SBS-TA or -135.0 C-2 Concrete pG100 ENRGY 3 layers(s) of base insulation SBS-TA or APP-TA APP-TA (Optional) One or SBS-SA, APP- None Min. 1.5-inch, min. 1.5 pcf EPS D-IS (Optional) additional layers D-IS SBS-SA more SBS-SA, SA, SBS-TA or -157.5 C-3 Concrete insulation board of base insulation SBS-TA or APP-TA APP-TA (Optional) One or SBS-SA, APP- C-4 Concrete None Min. 1.5-inch, min. 2.0 pcf EPS OB500 (Optional) additional layers OB500 SBS-SA more SBS-SA, SA, SBS-TA or -120.0 insulation board of base insulation SBS-TA or APP-TA APP-TA (Optional) One or SBS-SA, APP- C-5 Concrete None Min. 1.5-inch ENRGY 3 OB500 (Optional) additional layers(s) of base insulation OB500 SBS-SA more SBS-SA, SA, SBS TA or 127.5 SBS-TA or APP-TA APP-TA (Optional) One or SBS-SA, APP- C 6 Concrete None Min. 1.5-inch ACFoam II or H OB500 (Optional) additional OB500 SBS-SA more SBS-SA, SA, SBS-TA or -150.0 Shield layers(s) of base insulation SBS-TA or APP-TA APP-TA C-7 Concrete None Min. 1.5-inch ACFoam II, ENRGY 3, H-Shield or Multi -Max M-OSFA (Optional) additional M-OSFA SBS-SA (Optional) One or more SBS-SA, SBS-SA, APP- SA, SBS-TA or -232.5 FA3 layers(s) of base insulation SBS-TA or APP-TA APP-TA (Optional) One or SBS-SA, APP- C-8 Concrete None Min. 1.5-inch, min. 2.0 pcf EPS CR-20 (Optional) additional layers CR-20 SBS-SA more SBS-SA, SA, SBS-TA or -240.0 insulation board of base insulation SBS-TA or APP-TA APP-TA Min. 1.5-inch ACFoam II, (Optional) One or SBS-SA, APP- C-9 Concrete None ACFoam III, ENRGY 3, H-Shield, CR-20 (Optional) additional CR-20 SBS-SA more SBS-SA, SA, SBS-TA or -270.0 H-Shield CG , Multi -Max FA3, or layers(s) of base insulation SBS-TA or APP-TA APP-TA ISO 95+ GL (Optional) One or SBS-SA, APP- C-10 Concrete None Min. 2-inch ACFoam II or H- OB Classic (Optional) additional OB Classic SBS-SA more SBS-SA, SA, SBS-TA or -270.0 Shield layers(s) of base insulation SBS-TA or APP-TA APP-TA Min. 1.5-inch ACFoam II, (Optional) additional (Optional) One or SBS-SA, APP- C-11 Concrete PG100 ACFoam III, ENRGY 3, H-Shield, HA layers(s) of base insulation HA SBS-SA more SBS-SA, SA, SBS-TA or -480.0 H-Shield CG or Multi -Max FA3 SBS-TA or APP-TA APP-TA SELF -ADHERING SYSTEMS WITH BASE INSULATION AND COVERBOARD: Min. 0.25 Inch SECUROCK (Optional) One or SBS-SA, APP- C-12 Concrete None Min. 1.5-inch Multi -Max FA3 D-IS Gypsum -Fiber Roof Board D IS SBS-SA more SBS-SA, SA, SBS TA or -67.5 SBS-TA or APP-TA APP-TA Min. 1.5-Inch, min. 2.0 pcf Min. 0.25 inch DensDeck, (Optional) One or SBS-SA, APP- C-13 Concrete None ASTM C578 Expanded D-IS DensDeck Prime D IS SBS-SA more SBS SA, SA, SBS TA or -120.0 Polystyrene SBS-TA or APP-TA I APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report 139290.02.08-117 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 12 of 30 \1 TRINI7YIERD TABLE 3A-1: CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MOP No. Deck Primer Type Attach Type Attach Base Ply Cap (psf) n. Min. 2-inch ACFoam II, ENRGY Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- C 14 Concrete None 3 H-Shield D-IS Gypsum -Fiber Roof Board D-IS SBS-SA more SBS-SA, SA, SBS-TA or -247.5 SBS-TA or APP-TA APP-TA Min. 0.25-inch DensDeck, (Optional) One or SBS-SA, APP- C-15 Concrete None Min. 1.5-inch ENRGY 3 OB500 DensDeck Prime OB500 SBS-SA more SBS-SA, SA, SBS-TA or -127.5 SBS-TA or APP-TA APP-TA Min. 1.5-inch ACFoam II, H Min. 0.25-Inch DensDeck, (Optional) One or SBS-SA, APP- C-16 Concrete None Shield or ISO 95+GL OB500 DensDeck Prime OB500 SBS-SA more SBS-SA, SA, SBS-TA or -150.0 SBS-TA or APP-TA APP-TA Min. 2-inch ACFoam II, ENRGY- Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- C 17 Concrete None 3 or H-Shield OB500 Gypsum -Fiber Roof Board OB500 SBS-SA more SBS-SA, SA, SBS-TA or -247.5 SBS-TA or APP-TA APP-TA Min. 1.5-inch ACFoam II, Min. 0.25 inch SECUROCK (Optional) One or SBS-SA, APP- C-18 Concrete None ENRGY 3, H-Shield or Multi Max M-OSFA Gypsum -Fiber Roof Board M-OSFA SBS-SA more SBS-SA, SA, SBS-TA or -232.5 FA3 SBS-TA or APP-TA APP-TA C-19 Concrete None Min. 2-inch ACFoam II, ENRGY- M OSFA Min. 0.25-inch SECUROCK M-OSFA SBS-SA (Optional) One or more SBS-SA, SBS-SA, APP- SA, SBS-TA or -247.5 3 or H-Shield Gypsum -Fiber Roof Board SBS-TA or APP-TA APP-TA Min. 1.5-inch, min. 2.0 pcf Min. 0.25-inch DensDeck, (Optional) One or SBS-SA, APP- C-20 Concrete None ASTM C578 Expanded CR-20 DensDeck Prime CR-20 SBS-SA more SBS-SA, SA, SBS-TA or -240.0 Polystyrene SBS-TA or APP-TA APP-TA Min. 2-inch ACFoam IV, min. 1.5-inch Ultra -Max or Multi -Max Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- C-21 Concrete None FA-3, min. 1.3-inch ACFoam III CR-20 Gypsum -Fiber Roof Board CR-20 SBS-SA more SBS-SA, SA, SBS-TA or -240.0 or min. 1.0-inch ISO 95+GL, H- SBS-TA or APP-TA APP-TA Shield, H-Shield CG or ENRGY 3 C-22 Concrete None Min. 2-inch ACFoam II, ENRGY- CR-20 Min. 0.25-inch SECUROCK CR-20 SBS-SA (Optional) One or more SBS-SA, SBS-SA, APP- SA, SBS-TA or -247.5 3 or H-Shleld Gypsum -Fiber Roof Board SBS-TA or APP-TA APP-TA C-23 Concrete None Min. 2-inch ACFoam II or H- OB Classic Min. 0.25-inch SECUROCK OB Classic SBS-SA (Optional) One or more SBS-SA, SBS-SA, APP- SA, SBS-TA or -350.0 Shield Gypsum -Fiber Roof Board SBS-TA or APP-TA APP-TA Min. 1.5-inch ACFoam II, Min. 0.25-inch SECUROCK (Optional) One or SBS-SA, APP- C-24 Concrete PG100 ACFoam III, ENRGY 3, H-Shield, HA Gypsum -Fiber Roof Board HA SBS-SA more SBS-SA, SA, SBS-TA or -350.0 H-Shield CG or Multi -Max FA3 SBS-TA or APP-TA APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 13 of 30 \I TRINITYIERD TABLE 3A-1 (Continued): CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MOP No. Deck Primer Type Attach Type Attach Base Ply Cap (psf) ASPHALT AND/OR TORCH APPLIED SYSTEMS: Min. 2-inch ACFoam II or Min. 0.25-inch O (Optional) One or C 25 Concrete None H-Shield D-IS SECUROCK Gypsum- D-IS BP -AA, SBS-AA more BP-) SBS-AA SBS-AA -225.0 Fiber Roof Board C-26 Concrete None Min. 2-inch ACFoam II or D-IS Min. 0.25-Inch SECUROCK Gypsum- D-IS APP-TA (Optional) One or APP-TA -232.5 H-Shield Fiber Roof Board more APP-TA C-27 Concrete None Min. 2-inch ACFoam II or OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 BP -AA, SBS-AA (Optional) One or SBS-AA -225.0 H-Shield Fiber Roof Board more BP AA, SBS-AA C 28 Concrete None Min. 2-inch ACFoam II or OB500 Min. 0.25-inch SECUROCK Gypsum- OB500 APP-TA (Optional)e or APP-TA -232.5 H-Shield Fiber Roof Board more APP-TA C-29 Concrete None Min. 2-inch ACFoam II or M-OSFA SECUROCK Gypsum- M-OSFA BP -AA, SBS AA more SBS-AA -225.0 H-Shield Fiber Roof Board BP -AA C 30 Concrete None Min. 2-inch ACFoam II or H-Shield M-OSFA Min. 0.25-inch SECUROCK Gypsum- M-OSFA APP-TA (Optional) One or -232.5 Fiber Roof Board more APP-TAAPP-TA Min. 2-inch ACFoam IV, min. 1.5-inch Ultra -Max or Multi -Max FA-3, min. 1.3- Min. 0.25-inch C-31 Concrete None inch ACFoam III or min. CR-20 SECUROCK Gypsum- CR-20 BP -AA, SBS-AA One or O (Optional) SBS-AA -225.0 1.0-inch ISO 95+GL, H- Fiber Roof Board more BP-) SBS AA Shield, H-Shield CG or ENRGY 3 Min. 2-inch ACFoam IV, min. 1.5-inch Ultra -Max or Multi -Max FA-3, min. 1.3- Min. 0.25-inch C-32 Concrete None inch ACFoam III or min. CR-20 SECUROCK Gypsum- CR-20 APP-TA (Optional) One or APP-TA -232.5 1.0-inch ISO 95+GL, H- Fiber Roof Board more APP-TA Shield, H-Shield CG or ENRGY 3 C-33 Concrete None (Optional) Min. 2-inch ACFoam II or H-Shield OB Classic Min. 0.25-inch SECUROCK Gypsum- OB Classic BP -AA, SBS-AA (Optional) One or SBS-AA -225.0 Fiber Roof Board more BP -AA, SBS-AA C-34 Concrete None (Optional) Min. 2-inch ACFoam II or H-Shield OB Classic Min. 0.25-inch SECUROCK Gypsum- OB Classic APP-TA (Optional) One or APP-TA -232.5 Fiber Roof Board more APP-TA Min. 1.5-inch ACFoam II, Min. 0.25-inch C-35 Concrete PG100 ACFoam III, ENRGY 3, H Shield, H-Shield CG or HA SECUROCK Gypsum- HA BP -AA, SBS AA (Optional) One or SBS-AA 225.0 Multi -Max FA3 Fiber Roof Board more BP -AA, SBS AA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 14 of 30 rTRINITYIERD TABLE 3A-1 (Continued): CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover --dMOP No. ' Deck Primer Type Attach Type Attach Base Ply Cap (psf) ASPHALT AND/OR TORCH APPLIED SYSTEMS: Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, H- HA Min. 0.25-inch SECUROCK Gypsum- HA APP-TA (Optional) One or APP TA -232.5 C-36 Concrete PG100 Shield, H-Shield CG or Fiber Roof Board more APP TA Multi -Max FA3 (Optional if using AA (Optional if using AA Base) One more Base) SBS-AA, SBS -277 5 Concrete PG100 Min. 0.75-inch FescoBoard HA None N/A Ply) One or more BP- - BP -AA, SBS-AA, SBS- TA, APP-TA AA, SBS-AA TA or APP-TA Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, H Min. 0.75-inch Fesco HA (Optional if using AA Ply) One or more BP- (Optional if using AA Base) One or more SBS-AA, SBS- 290.0 C-38 Concrete PG100 Shield, H-Shield CG or HA Board AA, SBS-AA BP -AA, SBS-AA, SBS- TA, APP-TA Multi -Max FA3 TA or APP-TA Min. 0.5-inch Structodek (Optional if using AA (Optional if using AA Base) One or more SBS-AA, SBS- -285.0 C-39 Concrete PG100 HD Fiberboard HA None N/A Ply) One or more BP- BP -AA, SBS-AA, SBS- TA, APP-TA AA, SBS-AA TA or APP-TA Min. 1.5-inch ACFoam II, ACFoam III, ENRGY 3, H- Min. 0.5-inch (Optional if using AA (Optional if using AA Base) One or more SBS-AA, SBS- -480.0 C-40 Concrete PG100 Shield, H-Shield CG or HA Structodek HD HA Ply) One or more BP- BP -AA, SBS-AA, SBS- TA, APP-TA Multi -Max FA3 Fiberboard AA, SBS-AA TA or APP-TA Min. 1.5-inch ACFoam II, m ACFoaIII, ENRGY 3, H- Min. 0.25-inch (Optional if using AA (Optional if using AA Base) One or more SBS-AA, SBS 480.0 C 41 Concrete PG100 Shield, H-Shield CG or HA DensDeck Prime HA Ply) One or more BP AA, SBS-AA BP -AA, SBS-AA, SBS- TA, APP-TA Multi -Max FA3 TA or APP-TA Min. 0.25-inch DensDeck (Optional if using AA (Optional if using AA Base) One or more SBS-AA, SBS- -510.0 C-42 Concrete PG100 Prime HA None N/A Ply) One or more BP- BP -AA, SBS-AA, SBS- TA, APP-TA AA, SBS AA TA or APP-TA Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 15 of 30 C'_�D -,,l TRINITY I ERD TABLE 3A-2: CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED TEMP ROOF, BONDED INSULATION, BONDED ROOF COVER Syste Temp Base Insulation Layer Top Insulation Layer Roof Cover MDP m No. Deck Prime Roof (Psf) Type Attach Type Attach Base Ply Cap Min. 1.5-inch, min. 2.0 pcf (Optional if using polylsocyanurate base (Optional) Elastoflex ASTM C578 Expanded insulation) Min. 0.25-inch One or more SBS-SA,APP- C-43 Conc PG100 SA V Plus Polystyrene or Min. 1.5-inch D-IS DensDeck Prime or D-IS SBS-SA SBS- SBS-SA, SBS- SA, SBS-TA or -60.0 ACFoam II, ENRGY-3, H-Shield SECUROCK Gypsum -Fiber TA or APP-TA APP-TA or Multi Max FA3 Roof Board Elastoflex (Optional if using SA P or Min. 1.5-inch, min. 2.0 pcf polylsocyanurate base (Optional) SBS-SA, APP- C-44 Conc PG100 Polyglass ASTM C578 Expanded D-IS insulation) Min. 0.25-inch D-IS SBS-SA One or more SA SBS-TA or -75.0 Base Polystyrene or Min. 1.5-inch DensDeck Prime or SBS-SA, SBS- APP-TA (torched) ACFoam II or ENRGY 3 SECUROCK Gypsum -Fiber TA or APP-TA Roof Board Min. 1.5-inch, min. 2.0 pcf (Optional if using ASTM C578 Expanded polylsocyanurate base (Optional) SBS-SA, APP- C-45 Conc PG100 Elastoflex Polystyrene or Min. 1.5-inch CR-20 insulation) Min. 0.25-inch CR-20 SBS-SA One or more SA SBS TA or -60.0 SA V Plus ACFoam II, ACFoam III, ENRGY DensDeck Prime or SBS-SA, SBS- APP-TA 3, H-Shield, H-Shield CG, Multi- SECUROCK Gypsum -Fiber TA or APP-TA Max FA3 or ISO 95+GL Roof Board Min. 1.5-inch, min. 2.0 pcf (Optional if using Polyglass ASTM C578 Expanded polyisocyanurate base (Optional) SBS-SA, APP- C 46 Conc PG100 Base, Polystyrene or Min. 1.5-inch CR-20 insulation) Min. 0.25-inch CR-20 SBS-SA One or more SA SBS-TA or -75.0 (torched) ACFoam II, ACFoam III, ENRGY DensDeck Prime or SBS SA, SBS- APP-TA 3, H-Shield, H-Shield CG, Multi- SECUROCK Gypsum -Fiber TA or APP-TA Max FA3 or ISO 95+GL Roof Board Elastoflex Min. 1.5 inch, min. 2.0 pcf Min. 0.25-inch DensDeck, DensDeck Prime or (Optional) One or more SBS-SA, APP- C 47 Conc PG100 SA P ASTM C578 Expanded CR-20 SECUROCK Gypsum -Fiber CR-20 SBS-SA SBS-SA, SBS- SA, SBS-TA or -240.0 Polystyrene Roof Board TA or APP-TA APP-TA Min. 1.5-inch ACFoam II, (Optional) C-48 Conc PG100 Elastoflex ACFoam III, ENRGY 3, H-Shield, CR-20 (Optional) Additional layers CR-20 SBS SA One or more SBS-SA, APP- SA, SBS-TA or -250.0 SA P H-Shield CG, Multi -Max FA3 or of base insulation SBS-SA, SBS- ISO 95+GL TA or APP-TA APP-TA Min. 0.5-inch Temple HD6 Min. 1.5-inch ACFoam II, or Structodek HD (Optional) C 49 Conc PG100 Elastoflex ACFoam III, ENRGY 3, H-Shield CR-20 Fiberboard or min. 0.25- CR-20 SBS-SA One or more SBS-SA, APP- SA SBS-TA or -270.0 SA P H-Shield CG, Multi -Max FA3 or inch DensDeck, DensDeck SBS-SA, SBS- ISO 95+GL Prime or SECUROCK TA or APP-TA APP-TA Gypsum -Fiber Roof Board Elastoflex SA V Vent, Min. 0.25-inch DensDeck or (Optional if (Optional if using AA SA V Vent Min. 1.5-Inch ACFoam II, DensDeck Prime, min. 0.5- C-50 Conc PG100 FR or SA V ENRGY 3, H-Shield, ISO 95+ HA inch Structodek HD HA using AA Base) One or SBS-AA, SBS- -280.0 Plus GL, Multi -Max FA3 or Polytherm Fiberboard or min. 0.75- Ply) BP -AA, more BP -AA, TA, APP-TA followed by inch Fesco Board SBS-AA SBS-AA, SBS- APP-TA TA or APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report 139290.02.08-117 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 16 of 30 JI KINITYIERD TABLE 3B: CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER Roof Cover System No. Deck Primer MDP (psf) Base Ply Cap C-51 Concrete PG100 Elastoflex SA V Vent or SA V Vent FR (Optional) SBS-TA or APP-TA SBS-AA, SBS-TA APP-TA -280.0 C-52 Concrete PG100 SBS-SA (Optional) SBS-SA, SBS-TA or APP-TA SBS SA, APP SA, SBS TA or APP TA 315.0 BP -AA (Optional if using asphalt Base) BPI A, ing asphaltSBS-AA, C-53 Concrete PG100 applied Ply) SBS TApplleor SBS-AA, SBS-TA, APP-TA 622.5 APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 17 of 30 \I TRINITY I ERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Roof Deck Base Insulation Layer Coverboard Roof Cover System (See Note i, Page 1) MDP (psf) No. Struct. LWC Type Attach Type Attach Base Ply Cap Deck SELF -ADHERING SYSTEMS WITH BASE INSULATION AND OPTIONAL TOP INSULATION OF THE SAME TYPE: Min. 200 psi, Min. 1.5-inch, min. 2.0 pcf ASTM (Optional) Additional (Optoinal) One or more SBS- SBS-SA, APP- LWC-1 Concrete min 2-inch C578 expanded polystyrene OB500 layers of base OB500 SBS-SA SA, SBS-TA or SA, SBS-TA -120.0 Elastizell insulation APP-TA or APP-TA Min. 200 psi Min. 1.5-inch ACFoam II, ENRGY (Optional) Additional (Optoinal) One, or more SBS- SBS-SA, APP- LWC-2 Concrete min 2-inch 3, ISO 95+ GL or H-Shield OB500 layers of base OB500 SBS-SA SA, SBS-TA or SA, SBS-TA -225.0 Elastizell. insulation APP-TA or APP-TA Min. 1.5-Inch ACFoam II, (Optoinal) One Min. 200 psi, ACFoam III, ENRGY 3, ISO 95+ (Optional) Additional or more SBS- SBS-SA, APP- LWC-3 Concrete min. 2-inch GL, H-Shield, H-Shield CG, Multi- CR-20 layers of base CR-20 SBS-SA SA, SBS-TA or SA, SBS-TA -180.0 Elastizell Max FA3 or min. 2.0 pcf ASTM insulation APP-TA or APP-TA C578 expanded polystyrene Min. 200 psi, Min. 1.5-inch ACFoam II, (Optoinal) One min. 2-inch ACFoam III, ENRGY 3, ISO 95+ (Optional) Additional or more SBS- SBS-SA, APP- LWC-4 Concrete Celcore or GL, H-Shield, H-Shield CG, Multi- CR 20 layers of base CR-20 SBS-SA SA, SBS-TA or SA, SBS TA -222.5 Mearlcrete Max FA3 or min. 2.0 pcf ASTM insulation APP-TA or APP-TA C578 expanded polystyrene SELF -ADHERING SYSTEMS WITH BASE INSULATION AND COVERBOARD: Min. 200 psi, Min. 1.5 inch, min. 2.0 pcf ASTM . Min. 0.25-inch (Optoinal) One or more SBS- SBS-SA, APP- Concrete min 2-inch C578 expanded polystyrene OB500 SECUROCK Gypsum- OB500 SBS-SA SA, SBS-TA or SA, SBS TA -120.0 Elastizell Fiber Roof Board APP-TA or APP-TA Min. 200 psi, Min. 0.25-inch (Optoinal) One SBS-SA, APP- LWC-6 Concrete min 2-inch Min. 1.5-inch ACFoam II, ENRGY OB500 SECUROCK Gypsum- OB500 SBS-SA or more SBS- SA, SBS-TA -225.0 Elastizell 3, ISO 95+ GL or H-Shield Fiber Roof Board SA, SBS-TA or or APP-TA APP-TA Min. 1.5-inch ACFoam II, (Optoinal) One Min. 200 psi, ACFoam III, ENRGY 3, ISO 95+ Min. 0.25-inch or more SBS- SBS-SA, APP- LWC-7 Concrete min. 2-inch GL, H-Shield, H-Shield CG, Multi- CR-20 SECUROCK Gypsum- CR-20 SBS-SA SA, SBS-TA or SA, SBS-TA -180.0 Elastizell Max FA3 or min. 2.0 pcf ASTM Fiber Roof Board APP-TA or APP-TA C578 expanded polystyrene Min. 200 psi Min. 1.5-inch ACFoam II, (Optoinal) One , min. 2-inch ACFoam III, ENRGY 3, ISO 95+ Min. 0.25-inch or more SBS- SBS-SA, APP- LWC-8 Concrete Celcore or GL H-Shield, H-Shield CG, Multi- CR-20 SECUROCK Gypsum- CR-20 SBS-SA SA, SBS-TA or SA -222.5 Mearlcrete Max FA3 or min. 2.0 pcf ASTM Fiber Roof Board APP-TA or AP TA PP -TA C578 expanded polystyrene ASPHALT AND/OR TORCH APPLIED SYSTEMS: Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 18 of 30 rTRINITYIERD TABLE 4A: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER Roof Deck System (See Note 1, Page 1) Base Insulation Layer Coverboard Roof Cover MDP No. (psf) Struct. Deck LWC Type Attach Type Attach Base Ply Cap Min. 200 psi, Min. 1.5-inch ACFoam II, ENRGY Min. 0.25-inch BP -AA (Optional) One or more BP -AA, SBS AA, LWC-9 Concrete min 2-inch 3, ISO 95+ GL or H-Shield OB500 SECUROCK Gypsum- OB500 SBS-AA, SBS AA, SBS SBS-TA, APP- -225.0 Elastizell Fiber Roof Board APP-TA TA or APP-TA TA Min. 1.5-inch ACFoam II, (Optional) One Min. 200 psi, ACFoam III, ENRGY 3, ISO 95+ Min. 0.25-inch BP -AA, SBS-AA, LWC-10 Concrete min. 2-inch GL, H-Shield, H-Shield CG, Multi- CR-20 SECUROCK Gypsum- CR-20 SBS-AA, or more BP -AA, SBS-TA, APP- -180.0 Elastizell Max FA3 or min. 2.0 pcf ASTM Fiber Roof Board APP-TA SBS-AA, SBS- TA C578 expanded polystyrene TA or APP-TA Min. 200 psi, Min. 1.5-inch ACFoam II, (Optional) One min. 2-inch ACFoam III, ENRGY 3, ISO 95+ Min. 0.25-inch BP -AA, or more BP -AA, SBS-AA, LWC-11 Concrete Ce GL, H-Shield, H-Shield CG, Multi- CR-20 SECUROCK Gypsum- CR-20 SBS-AA, SBS-AA, SBS- SBS-TA, APP- -222.5 Mearicrrlcreto Max FA3 or min. 2.0 pcf ASTM Fiber Roof Board APP-TA TA or APP-TA TA C578 expanded polystyrene TABLE 4B: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Roof Deck (See Note 1) Anchor Sheet Base Insulation Top Insulation Roof Cover No. Struct LWC T Type Fastener Attach Type Attach Type Attach Base Ply Cap MDP (psf) s Min. 1.5-inch Min. 22 ga., Min. 300 7-inch o.c. at (Optional) Min. Thermaroof Composite, (Optional if LWC-12 Type B vented steel psi A Approved GAFGLAS OMG CR 4-inch lap and 7-inch o.c. in 1.5-inch ACFoam II, H- Polytherm (Optional if using AA using AA Base) One or SBS-AA, at max. 5 ft cellular #75 BSF two, equally Shield, Multi- HA Composite, or min. 0.5-inch Structodek HA Ply) BP -AA, more BP AA, SBS-TA, APP-TA -45.0 spans LWC spaced center Max FA3 or HD Fiberboard or SBS-AA SBS-AA, SBS rows Polytherm min. 0.75-inch TA or APP-TA FescoBoard Min. 22 ga., Type B, Min. 300 7-inch o.atc. 4-inch lap and Min. 1.5-inch (Optional) SBS-SA, LWC-13 vented steel psi A Approved GAFGLAS OMG CR 7-inch o.c. in ACFoam II, H- Shield, Multi HA None N/A SBS-SA One or more APP-SA, -45.0 at max. 5 ft cellular #75 BSF two, equally Max FA3 or SBS-SA, SBS- SBS-TA or spans LWC spaced center Polytherm TA or APP-TA APP-TA rows Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 19 of 30 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Roof Deck (See Note 1, Page 1) Base Sheet (See Note A below) Roof Cover System Type MOP (pSf ) No. Structural Deck Lightweight Concrete (See Note A) Fasteners Attach Ply Cap GENERIC' CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 300 psi, min. 2-inch thick cellular LWC. Note: To Min. 22 ga., type B steel qualify the LWIC under this 7-inch o.c. In a 3-inch lap (Optional) One or LWC-14 at max 5 ft spans or assembly, an OMG CR BPF shall achieve an average B3 OMG CR BPF and 7-inch o.c. in two, equally spaced, staggered more BP -AA, SBS- SBS-AA, APP-TA -45.0 structural concrete withdrawal of 53 Of when rows In the field of the sheet AA tested per TAS 105 or ANSI/SPRI FX-1 CELCORE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-inch 8-inch o.c. in a 3-inch lap LWC-15 Tensilform S-75 or min. 0.0205-inch Tensilform 75 Min. 200 psi, min. 2-inch Bl, B2, B3 or 137 ES FM-90 or OMG CR and 16-inch o.c. in two, One or more BP- SBS-AA -37.5 at max. 5 ft spans or thick Celcore BPF equally spaced, staggered AA, SBS-AA structural concrete rows in the field of the sheet Min. 22 ga., type B steel 7-inch o.c. in a 3-inch lap LWC-16 at max 5 ft spans or Min. 200 psi, min. 2-inch Bl through B12 ES FM-90 or OMG CR and 7-inch o.c. in two, One or more BP- SBS-AA 45.0 structural concrete thick Celcore BPF equally spaced, staggered AA, SBS-AA rows in the field of the sheet Min. 26 ga., type HF steel Min. 225 psi, min. 2-inch Bl, 82, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in two, - One or more BP- LWC 17 at max 5 ft spans or thick Celcore MF g7 B8, B10, Bll OMG CR BPF equally spaced, staggered AA, SBS-AA SBS-AA -45.0 structural concrete or B12 rows in the field of the sheet Min. 22 ga., type B steel Min. 225 psi, min. 2-inch Bl, E2, B3, B4, 7-inch o.c. in a 3-inch lap and 14-Inch o.c. in two, One or more BP- LWC-18 at max 6 ft spans or thick Celcore MF g7, B8, B10, Bill OMG CR BPF equally spaced, staggered AA, SBS-AA SBS-AA -45.0 structural concrete or B12 rows in the field of the sheet Min. 22 ga., type B steel Min. 225 psi, min. 2-inch Bl, B2, B3, B4, 9-inch o.c. in a 3-inch lap and 9-inch o.c. in two, One or more BP- LWC-19 at max 6 ft spans or thick Celcore MF 87, 58, B10, Bll OMG CR BPF equally spaced, staggered AA, SBS-AA SBS-AA -45.0 structural concrete or B12 rows in the field of the sheet Min. 26 ga., type HF steel at max 5 ft spans or min. Min. 200 psi, min. 2-inch 9-inch o.c. in a 4-inch lap BP - One or more BP - LWC-20 22 ga., type B steel at thick Celcore or min. 225 B2 or Bll Simplex Turbo Tube and 12-inch o.c. in two, AA, SBS-AA, SBS- SBS-AA, SBS-TA, 45.0 max 6 ft spans or psi, min. 2-Inch thick Lok equally spaced, staggered TA or APP TA or APP-TA structural concrete Celcore MF rows in the field of the sheet Min. 26 ga., type.HF steel at max 5 ft spans or min. Min. 200 psi, min. 2-inch 82 9-inch o.c. in a 4-inch lap SBS- One or more SBS- LWC-21 22 ga., type B steel at thick Celcore or min. 225 (with poly -film Simplex Turbo Tube- and 12-inch o.c. in two, SA, SBS-TA or SBS-SA, APP SA, -45.0 max 6 ft spans or psi, min. 2-inch thick top surface) Lok equally spaced, staggered APP-TA SBS-TA or APP-TA structural concrete Celcore MF rows in the field of the sheet Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report P9290.02.08-117 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 20 of 30 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Roof Deck (See Note 1, Page 1) Base Sheet (See Note A below) Roof Cover System M D P No. Structural Deck Lightweight Concrete Type (See Note A) Fasteners Attach Ply Cap (psf) Min. 22 ga., type B steel Min. 225 psi, min. 2-inch 9-inch o.c. in a 4-inch lap and 18-inch o.c. in two, One or more BP- SBS-AA, SBS-TA, LWC 22 at max 5 ft spans or thick Celcore MF B1 or B2 ES Twin Loc-Nail equally spaced, staggered AA, SBS-AA, SBS- or APP-TA -45.0 structural concrete rows in the field of the sheet TA or APP-TA Min. 22 ga., type B steel Min. 225 psi, min. 2-inch B2 9-inch o.c. In a 4-inch lap and 18-inch o.c. in two, One or more SBS SBS-SA, APP-SA, LWC-23 at max 5 ft spans or thick Celcore MF (with poly -film ES Twin Loc-Nail equally spaced, staggered SA, SBS-TA or SBS-TA or APP TA -45.0 structural concrete top surface) rows in the field of the sheet APP-TA Min. 22 ga., type B steel Min. 300 psi, min. 2-inch 8-inch o.c, in a 4-inch lap and 8-ingh o.c. in three BP -AA, SBS-AA, SBS-AA, SBS-TA, LWC 24 at max 5 ft spans or thick Celcore MF B2 ES FM-90 equally spaced, staggered SBS-TA or APP-TA or APP-TA 60.0 structural concrete center rows Min. 22 ga., type B steel Min. 300 psi, min. 2-inch 132 8-inch o.c. in a 4-Inch lap and 8-inch o.c. in three One or more SBS- SBS-SA, P LWC-25 at max 5 ft spans or p thick Celcore MF (with poly -film ES FM 90 equally spaced, staggered SA, SBS TA or P-T SBS TA or APP-TA r 60.0 structural concrete top surface) center rows APP TA Min. 22 ga., type B steel 7-inch o.c. in a 3-inch lap LWC-26 at max 5 ft spans or Min. 300 psi, min. 2-inch Bl through 812 ES FM-90 or OMG CR and 7-inch o.c. in two, One or more BP SBS AA 75.0 structural concrete thick Celcore BPF equally spaced, staggered AA, SBS-AA rows in the field of the sheet Min. 22 ga., type B steel Min. 300 psi, min. 2-inch 10-inch o.c. in a 4-inch lap and 10-Inch o.c. in three BP (Optional) BP -AA, SBS-AA, SBS-TA, -27 at max 5 ft spans or thick Celcore MF Elastobase Poly ES FM 260 equally spaced, staggered SBS AA, SBS TA APP-TA 90.0 structural concrete center rows or APP-TA ELASTIZELL CELLULAR LIGHTWEIGHT INSULATING CONCRETE: Min. 0.0179-inch Tensilform S-75 or min. 7.5-inch o.c. in a 3-inch lap One or more BP LWC-28 0.0205-inch Tensilform 75 Min. 200 psi, min. 2-inch Bl through B12 ES FM 90 or OMG CR and 7.5 inch o.c. in two, AA, SBS-AA, SBS SBS AA, SBS-TA, 30.0 at max. 5 ft'spans or thick Elastizell Range II BPF equally spaced, staggered TA, or APP-TA or APP-TA structural concrete rows in the field of the sheet Min. 0.0179-inch Tensilform S-75 or min. Min. 200 psi, min. 2-inch 82 ES FM-90 or OMG CR 7.5 inch o.c. in a 3-inch lap and 7.5-inch o.c. in two, One or more SBS- SBS-SA, APP-SA LWC 29 75 thick Elastizell Range II (with poly -film BPF equally spaced, staggered SA, SBS TA or APP TA SBS-TA or APP-TA 30.0 at0.max-inch spanTenss at m ft spans or top surface) dace rows in the field of the sheet structural concrete structural LWC 30 Min. 22 ga., type B steel at max 5 ft spans or Min. 200 psi, min. 2-inch B1 through B12 ES FM-90 or OMG CR 7-inch o.c. in a 3-inch lap and 7-inch o.c. in two' One or more BP - AA, SBS AA, SBS SBS AA, SBS TA, 45.0 structural concrete thick Elastizell Range II BPF equally spaced, staggered TA, or APP-TA or APP-TA rows in the field of the sheet Min. 22 ga., type B steel Min. 200 psi, min. 2-inch B2 ES FM-90 or OMG CR 7-inch o.c. in a 3-inch lap and 7-inch o.c. in two, One or more SBS- SBS-SA, APP-SA, LWC 31 at max 5 ft sans or P thick Elastizell Range II (with poly -film BPF equally spaced, staggered SA, SBS TA or APP-TA SBS-TA or APP-TA 45.0 structural concrete top surface). rows in the field of the sheet Exterior Research and Design, LLC. d/b/a Trinity[ERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 21 of 30 TABLE 4C: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Roof Deck (See Note 1, Page 1) Base Sheet (See Note A below) Roof Cover MDP System No. Structural Deck Lightweight Concrete (See Note A) Type Fasteners Attach Ply Cap (psf) 9-inch o.c. in a 4-inch lap One or more BP- SBS-AA, SBS-TA, Min. 22 ga., type B steel Min. 200 psi, min. 2-Inch B2 Bil Simplex Turbo Tube- and 12-inch o.c. in two, AA, SBS-AA, SBS- SBS-SA APP-TA -45.0* LWC-32 at max 5 ft spans or thick Elastizell Range II or Lok equally spaced, staggered TA, SBS-SA, or or APP-SA structural concrete rows in the field of the sheet APP-TA Min. 3S0 psi, min. 2-inch Min. 22 ga., type B steel thick Elastizell with Zell- Crete Fibers, supple ES Twin Loc-Nails 6-inch o.c. in a 4-Inch lap and 6-inch o.c. In three, One or more BP- SBS-AA, SBS-TA, SBS-SA, APP-TA -60.0 LWC 33 at max S ft spans or mentally attached with 82 (min. 1.8-inch) equally spaced, staggered AA or SBS-AA or APP SA structural concrete Roofgrip #21 and 3-inch rows In the field of the sheet plates at 1 per 8 ft2 Min. 350 psi, min. 2-inch thick Elastizell with Zell- B2 6-inch o.c. in a 4 Inch lap Min. 22 ga., type B steel Crete Fibers, supple ES Twin Loc-Nails and 6-inch o.c. in three, SBS-SA, SBS-TA SBS-SA, APP-SA, -60.0 LWC 34 at max S ft spans or mentally attached with (with poly -film (min. 1.8-inch) equally spaced, staggered or APP-TA SBS-TA or APP-TA structural concrete Roofgrip #21 and 3-inch top surface) rows in the field of the sheet plates at 1 per 8 ft2 MEARLCRETE CELLULAR LIGHTWEIGHT INSULATING CONCRETE: 7.5-inch o.c. in a 3-inch lap LWC-35 Min. 24 ga., type B steel at max 5 ft spans or Min. 200 psi, min. 2-inch Bl through B12 ES FM-90 or OMG CR and 10-inch o.c. in two, One or more BP- SBS-AA -30.0 thick Mearlcrete BPF equally spaced, staggered AA, SBS-AA structural concrete rows in the field of the sheet Min. 22 ga., type B steel Min. 300 psi, min. 2-inch ES FM-90 or OMG CR 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, One or more BP- AA, SBS-AA, SBS- SBS-TA SBS-AA, , -45.0 LWC 36 at max 5 ft spans or thick Mearlcrete Bl, B2 or B12 BPF equally spaced, staggered TA, or APP-TA or APP-TA structural concrete rows in the field of the sheet Min. 22 ga., type B steel Min. 300 psi, min. 2-inch B2 ES FM-90 or OMG CR 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, One or more SBS SA, SBS-TA or SBS-SA, APP-SA, 45.0 LWC-37 at max 5 ft spans or thick Mearlcrete (with poly -film BPF equally spaced, staggered APP-TA SBS-TA or APP-TA structural concrete P surface) ) rows in the field of the sheet Min. 22 ga., type B steel Min. 300 psi, min. 2-inch B1, B2, B3, B4, Simplex Base Lok 9-inch o.c. In a 4-inch lap and 9-inch o.c. in two, One or more BP AA, SBS-AA, SBS- SBS AA, SBS TA, 45.0 LWC-38 at max 5 ft spans or thick Mearlcrete B7, B8 or B11 equally spaced, staggered TA, or APP-TA or APP-TA structural concrete rows in the field of the sheet Min. 22 ga., type B steel Min. 300 psi, min. 2-Inch 132 Simplex Base-Lok 9-Inch o.c. in a 4-inch lap and 9-inch o.c. in two, One or more SBS SA, SBS-TA or SBS-SA, APP-SA, -45.0 LWC-39 at max 5 ft spans or thick Mearlcrete (with poly -film equally s q Y paced, staggered APP-TA SBS TA or APP TA structural concrete to surface P ) rows In the field of the sheet Min. 22 ga., type B steel Min. 300 psi, min. 2-inch Simplex Turbo Tube- 9-inch o.c. in a 4-inch lap and 12-inch o.c. in two, One or more BP- AA, SBS-AA, SBS- SBS-AA, SBS-TA, SBS-SA, APP-TA -45.0 LWC-40 at max 5 ft spans or thick Mearlcrete B2 or Bil Lok equally spaced, staggered TA, SBS-SA, or or APP-SA structural concrete rows in the field of the sheet APP-TA Min. 22 ga., type B steel Min. 300 psi, min. 2-inch B1, B2, B3, B7 or ES FM-90 or OMG CR 7-inch o.c. in a 4-inch lap and 7-inch o.c. in two, One or more BP AA, SBS AA, SBS- SBS AA, SBS-TA, 52.5 LWC 41 at max 5 ft spans or thick Mearlcrete Bil BPF equally spaced, staggered TA, or APP-TA or APP-TA structural concrete rows In the field of the sheet Exterior Research and Design, LLC. d/b/a IrinityltKD cvaluauUn rccNuiL wl I 1-il-RJ Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 22 of 30 0. T : Y[� TABLE 4C: LIGHTWEIGHT CONCRETE DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER Roof Deck (See Note 1, Page 1) Base Sheet (See Note A below) Roof Cover System M DP No. Structural Deck Lightweight Concrete Type (See Note A) Fasteners Attach Ply Cap (Psf) Min. 22 ga., type B steel B2 7-inch o.c. in a 4-inch lap One or more SBS- Min. 300 psi, min. 2-inch with ES FM-90 or OMG CR and 7-inch o.c. in two, 52.5 LWC-42 at max 5 ft spans or SA, SBS-TA or SBS-SA, APP-SA, structural concrete thick Mearlcrete ( poly -film BPF equally spaced, staggered APP B SBS-TA or APP-TA top surface) rows in the field of the sheet Min. 22 ga., type B steel 9-inch o.c. in a 4-Inch lap One or more BP- andLWC-43 at max 5.ft spans or Min. 300 psi, min. 2-Inch 12-inch o.c. in two, SBS-AA, SBS-TA structural concrete thick Mearlcrete Bl, B2, B3 or B4 Simplex Base-Lok equal) , 52.5 sggered AA, SBS-AA, SBS- rows in the fieldof the sheet TA, or APP-TA or APP-TA Min. 22 ga., type B steel B2 9-inch o.c. in a 4-inch lap' LWC-44 at max 5 ft spans or Min. 300 psi, min. 2-inch , One or more SBS- thick Mearlcrete (with poly -film of f and 12-inch o.c. in twoSA, SBS-TA or SBS-SA, APP-SA, 52.5 structural concrete p Simplex Base equally spaced, staggered top surface) APP-TA SBS-TA or APP-TA rows in the field of the sheet A. Base Sheets options are coded as follows: ➢ Bi: Polyglass G2 Base; ➢ 132: Elastobase or Elastobase Poly; ➢ 133: GAFGLAS #75; ➢ B4: Stratavent Eliminator Venting Base Sheet (Nailable); ➢ 135: GAFGLAS Ply 4; ➢ 136: GAFGLAS FlexPly 6; ➢ 67: JM Perma Ply No. 28; ➢ B8: JM Vensulation; ➢ B9: JM GlasPly IV; ➢ B10: JM GlasPly Premier; ➢ B11: Tamko Glass -Base; ➢ B12: Tamko Vapor -Chan Exterior Research and Design, LLC. d%b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 23 of 30 TABLE SA: CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover Deck MDP (psf) Type Attach Type Attach Base Ply Cap No. Min. 0.25-inch Min. 1.5-inch DensDeck, DensDeck (Optional) One or CWF-1 Min. 2h Tectumctum ACFoam II, ISO 95+GL, H-Shield, D-IS or OB500 Prime, SECUROCK Gypsum -Fiber Roof D-IS or OB500 BP -AA, SBS more BP -AA, SBS SBS-AA, SBS- -45.0 Te Plank or TeLS Plank or Polytherm, Board or min. 0.5- AA AA, SBS TA or APP TA, APP-TA ENRGY-3 inch Structodek HD TA Fiberboard Min. 1.5-inch Min. 0.25-inch Min. 2.5-inch Tectum ACFoam II, ISO DensDeck, DensDeck SBS-TA, (Optional) One or SBS-TA, SBS- CWF-2 Plank or Tectum LS Plank 95+GL, H-Shield, D-IS or OB500 Prime, SECUROCK D-IS or OB500 SBS-SA or more SBS-TA, SBS- SA,-APP-TA, -45.0 Polytherm, Gypsum -Fiber Roof APP-TA SA or APP-TA APP-SA EN RGY-3 Board Min. 0.25-inch Min. 1.5-inch DensDeck, DensDeck (Optional) One or Min. 2h Tectumctum ACFoam II, ISO Prime, SECUROCK BP AA, SBS- more BP -AA, SBS- SBS-AA, SBS CWF-3 Plank or Te or Te LS Plank 95+GL, H-Shield, CR-20 Gypsum -Fiber Roof CR-20 AA AA, SBS-TA or APP- TA, APP-TA -52.5 Polytherm, Board or min. 0.5- TA ENRGY-3 inch Structodek HD Fiberboard Min. 1.5-inch Min. 0.25-inch Min. 2.5-inch Tectum ACFoam II, ISO DensDeck, DensDeck SBS-TA, (Optional) One or SBS-TA, SBS- CWF 4 Plank or Tectum LS Plank 95+GL, H-Shield, CR-20 Prime, SECUROCK CR-20- SBS-SA or more SBS-TA, SBS- SA, APP-TA, -52.5 Polytherm, Gypsum -Fiber Roof APP-TA SA or APP-TA APP-SA EN RGY-3 Board Exterior Research and Design, LLC. d/b/a Trinity]ERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 24 of 30 TWI`f'i'���D TABLE 5B: CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Anchor Sheet Base Insulation Top Insulation Roof Cover MOP No. Roof Deck Type Fastener Attach Type Attach Type Attach Base Ply Cap (psf) 9-inch o:c.in Min. 1.5 inch Min. 0.25-inch DensDeck, DensDeck (Optional) Min. 2.5-inch Elastobase, ES 4-inch lap and 12-inch o.c. in ACFoam II, ACFoam III, Prime, SECUROCK One or SBS-AA, CWF-5 Tectum Plank or Elastobase Poly, Polyglass Inuldek two, equally IS095+GL, H HA Gypsum Fiber Roof Board, Min. 0.75 inch HA BP -AA, SBS AA more BP- AA, SBS- SBS TA, 30.0* Tectum LS Plank G2 Base Loc-Nail spaced, Shield, ENRGY 3, FescoBoard or min. AA, SBS-TA APP-TA staggered Polytherm 0.5-inch Structodek or APP-TA center rows Multi -Max FAA 3, HD Fiberboard 9-Inch o.c.in Min. 1.5-inch Elastobase, 4-Inch lap and ACFoam II, Min. 0.25-inch (Optional) SBS-TA, Min. 2.5-inch Elastobase ES 12-inch o.c. in ACFoam III, DensDeck, DensDeck SBS-TA, One or SBS-SA, CWF-6 Tectum Plank or Poly, Polyglass Inuldek two, equally I5095+GL, H- HA Prime, SECUROCK HA SBS-SA or more SBS- APP-TA, -30.0* Tectum LS Plank G2 Base Loc-Nail spaced, Shield, ENRGY 3, Gypsum -Fiber Roof APP-TA TA, SBS-SA APP-SA staggered Polytherm or Board or APP-TA center rows Multi -Max FA3, 9-inch o.c.in Min. 1.5-inch Min. 0.25-inch Simplex 4-inch lap and ACFoam II, DensDeck, DensDeck (Optional), Min. 2.5-inch Elastobase, Base-Lok 18-inch o.c. in ACFoam III, Prime SECUROCK One or SBS-AA, CWF-7 Tectum Plank or Elastobase or ES two, equally IS095+GL,H- HA Gypsum -Fiber Roof HA BP -AA, more BP S8S-TA, -45.0* Tectum LS Plank Poly, Polyglass Twin Loc- spaced, Shield, ENRGY 3, Board, Min. 0.75-inch SBS-AA AA, SBS- APP-TA G2 Base Nail staggered Polytherm or FescoBoard or min. AA, SBS-TA center rows Multi -Max FA3, 0.5-inch Structodek or APP-TA HD Fiberboard 9-Inch o.c. in Min. 1.5-inch Elastobase, Simplex 4-inch lap and ACFoam II, Min. 0.25-inch (Optional) SBS-TA, Min. 2.5-inch Elastobase Base-Lok 18-inch o.c. in ACFoam III, DensDeck, DensDeck . SBS-TA, One or SBS-SA, CWF-8 Tectum Plank or Poly, Polyglass or ES two, equally IS095+GL, H- HA Prime, SECUROCK HA SBS-SA or more S8S- APP TA, -45.0* Tectum LS Plank G2 Base Twin Loc- spaced, Shield, ENRGY 3, Gypsum -Fiber Roof APP-TA TA, SBS-SA APP SA Nail staggered Polytherm or Board or APP-TA center rows Multi -Max FA3, TABLE SC: CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover No. Roof Deck Base Cap MOP (psf) Type Fasteners Attach Type Attach Ply OMG N.T.B. Plate (Optional if (Optional if using Min. 2.5-inch Tectum Min. 2-inch H- with N.T.B. Magnum Min. 0.5-inch using Ply) AA Base) One or SBS-AA, CWF-9 Plank or Tectum LS Shield or or TruFast TL 3 in. 1 per 4 ft' Structodek HD HA BP AA, S BS more BP -AA, SBS- SBS-TA, -45.0* Plank Polytherm Plate with TL Fiberboard , AA AA, SBS-TA or APP-TA Fastener APP-TA Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 25 of 30 TABLE 51): CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION, REROOF (Tear -Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Base Insulation Top Insulation Layer Roof Cover MOP (psf) Type Fasteners Attach Base Ply Cap No. Roof Deck Layer (Optional) One or Min. 0.25-inch DensDeck, (Optional if using CWF-10 Min. 2.5-inch Tectum Plank or more layers, any DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board or ES Twin Lbedm is (min. Z 1 per 2 ft (Optional if using AA Ply) AA Base) One or more BP -AA, SBS- SBS-AA, SBS-TA, -45.0 * Tectum LS Plank combination, loose min. 0.5-inch Structodek HD 1-inch embedment) BP -AA, SBS-AA AA, SBS-TA or APP-TA laid Fiberboard I APP-TA TABLE SE: CEMENTITIOUS WOOD FIBER DECKS — NEW CONSTRUCTION or REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Base Sheet Roof Cover MOP No. Roof Deck Base Fasteners Attach Ply Cap (psf) Min. 2.5 Inch Elastobase, Elastobase Poly, Polyglass G2 9-inch o.c. in 4-inch lap and 12- (Optional) One or more BP AA, SBS-AA, SBS CWF it Tectum Plank or Base ES Inuldek Loc-Nail inch o.c. In two, equally spaced, SBS-AA, SBS-TA TA, APP-TA -30.0* Tectum LS Plank staggered center rows or APP-TA CWF-12 Min. 2.5 inch Tectum Plank or Elastobase, Elastobase Poly, Polyglass G2 Simplex Base-Lok or ES 9 inch o.c. in 4-inch lap and 18 .. inch o.c. in two, equally spaced, (Optional) One or more BP -AA, SBS-AA, SBS- -45.0 Tectum LS Plank Base Twin Loc-Nails staggered center rows SBS-AA, SBS-TA TA, APP-TA or APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report P9290.02.08-117 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 26 of 30 1QTRfNITy� � TABLE 6A: GYPSUM DECKS — REROOF (Tear -Off) SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover MDP (psf) Type Attach Type Attach Base Ply Cap No. Deck Min. 1.5-inch (Optional) additional Existing, sound poured ACFoam II, ENRGY 3 layers(s) of base (Optional) One or SBS-SA, APP- G-1 gypsum or gypsum plank or H-Shield or min. 2 0 pcf, ASTM C578 OB500 insulation and/or min. 0.25-inch OB500 SBS SA more SBS-SA, SBS SA, 112.5 deck expanded SECUROCK Gypsum- TA or APP TA or APP-TA PP -TA polystyrene Fiber Roof Board (Optional) additional Existing, sound poured Min. 1.5-inch ACFoam II, ENRGY layers(s) of base insulation and/or O One or (Optional) ) SBS-SA, APP- G 2 gypsum or gypsum plank 3, H-Shield or Multi- M OSFA min. 0.25-Inch M OSFA SBS SA more SBS-SA, SBS SA, 202.5 deck Max FA3 SECUROCK Gypsum TA or APP TA PP -TA or APP-TA Fiber Roof Board (Optional) additional Existing, sound poured Min. 1.5-inch, min. layers of base a d/or an (Optional) (Optional) One or SBS-SA, APP- G-3 gypsum or gypsum plank 2.0 pcf EPS insulation CR-20 min. Dion ch CR-20 SBS-SA more SBS-SA, SBS- SA, SBS-TA -240.0 deck board SECUROCK Gypsum- TA or APP-TA or APP TA Fiber Roof Board Min. 0.25-inch (Optional if (Optional if using AA Existing, sound poured DensDeck, DensDeck using AA Base) One or more SBS-AA, SBS- G-4 gypsum or gypsum plank Prime or SECUROCK CR-20 None N/A Ply) BP -AA, BP -AA, SBS-AA, TA, APP-TA -245.0 deck Gypsum -Fiber Roof SBS-AA SBS-TA or APP-TA Board Min. 1.5 inch (Optional) additional Existing, sound poured ACFoam II, ACFoam layers(s) of base insulation and/or (Optional) One or SBS-SA, APP- G-5 gypsum or gypsum plank III, ENRGY 3, H- CR-20 min. 0.25-Inch CR-20 SBS-SA more SBS-SA, SBS- SA, SBS-TA -257.5 deck Shield, H-Shield CG SECUROCK Gypsum- TA or APP-TA or APP-TA or Multi -Max FA3 Fiber Roof Board Exterior Research and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-117 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 27 of 30 TABLE 6B: GYPSUM DECKS — REROOF (Tear -Off) SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Anchor Sheet Base Insulation Top Insulation Roof Cover No. Roof Deck Type Fastener Attach Type ac Attach Type Attach Base Ply Cap MDP (psf) s 9-inch o.c. in Min. 1.5-inch Min. 0.25-inch Existing, sound Elastobase, 4-inch lap and ACFoam II, DensDeck, DensDeck Prime, SECUROCK (Optional) One or G 6 poured gypsum or Elastobase ES FM-45 18-inch o.c. in two, equally ACFoam III, IS0 H HA Gypsum -Fiber Roof HA BP -AA, more BP- SBS-AA, gypsum plank Poly, Polyglass or FM-60 spaced, Shieldld,, EN 3, Board, Min. 0.75-inch SBS-AA AA, SBS- SBS-TA, -30.0* deck G2 Base • staggered Polytherm or FescoBoard or min. AA, SBS-TA APP-TA center rows Multi -Max FA3, 0.5-inch Structodek or APP-TA HD Fiberboard 9-inch o.c. in Min. 1.5-inch Min. 0.25-inch Existing, sound Elastobase, ES FM 75 4-inch lap and ACFoam II, DensDeck, DensDeck Prime, SECUROCK (Optional) One or G_7 poured gypsum or Elastobase or FM-90 18 inch o.c. in two, equally ACFoam III, IS095+GL, H- HA Gypsum -Fiber Roof HA BP -AA, more BP - SBS AA, gypsum plank deck Poly, Polyglass or Twin spaced, Shield, ENRGY 3, Board, Min. 0.75-inch SBS-AA AA, SBS- SBS-TA, APP-TA -45.0* G2 Base Loc-Nails staggered Polytherm FescoBoard or min. AA, SBS TA center rows Multi -Max FA3, 0.5-inch Structodek or APP-TA HD Fiberboard TABLE 6C: GYPSUM DECKS — REROOF (Tear -Off) or RECOVER SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Roof Deck Base Insulation Top Insulation Layer Roof Cover No. Layer Type Fasteners Attach Base Ply Cap. MDP (psf) Existing sound (Optional) One or Min. 25-inch DensDeck 0., (Optional if using G 8 poured gypsum more layers, any DensDeck Prime or SECUROCK E$ Twin Loc-Nails (min. Z (Optional if AA Base) One or SBS-AA, or gypsum plank combination, loose Gypsum -Fiber Roof Board or 1-inch embedment) 1 per 2 ft p using PI g AA y) more BP -AA, SBS- SBS-TA, -45.0* deck laid min. 0.5-inch Structodek HD BP -AA, SBS-AA AA, SBS-TA or APP-TA Fiberboard IAPP-TA TABLE 6D: GYPSUM DECKS — REROOF (Tear -Off) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Roof Deck Base Sheet Roof Cover No. Base Fasteners Attach Ply Cap MDP (psf) G-9 Existing sound poured gypsum or Elastobase, Elastobase Poly, Polyglass G2 ES FM-45 or FM-60 9-inch o.c. in 4-inch lap and 18- inch o.c. in two, equally spaced, (Optional) One or more BP -AA, SBS-AA, SBS- 30:0* gypsum plank deck Base staggered center rows SBS-AA, SBS-TA TA, APP-TA or APP-TA G-10 Existing sound or Elastobase, Elastobase Poly, Polyglass G2 ES FM 75 or FM 90 or 9-inch o.c. in 4-inch lap and 18- (Optional) One or more BP -AA, SBS-AA, SBS poured gypsum gypsum plank deck Base Twin Loc-Nails inch o.c. in two, equally spaced, staggered center rows SBS-AA, SBS-TA TA, APP-TA 45.0* or APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 11 Prepared by: Robert Nieminen, PE-59166 Revision 7: 2 Appendix 1, Pagege 28 of of 30 30 TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover No. Type Attach Type Attach Base Ply Cap MDP (Psf) (Optional) additional R-1 Existing asphaltic Min. 1.5-inch Multi -Max FA3 D-IS layers(s) of base Insulation and/or min. D-IS SBS-SA (Optional) One or more SBS-SA, SBS-SA, APP- SA, SBS-TA or -67.5 roof 0.25-inch SECUROCK SBS-TA or APP-TA APP-TA Gypsum -Fiber Roof Board (Optional) additional Existing Min. 1.5-inch ACFoam II or layers(s) of base (Optional) One or SBS-SA, APP- R-2 asphaltic ENRGY 3 or min. 2.0 pcf EPS D-IS insulation and/or min. D-IS SBS-SA more SBS-SA, SA, SBS-TA or -90.0 roof insulation board 0.25-inch SECUROCK SBS-TA or APP-TA APP-TA Gypsum -Fiber Roof Board (Optional) additional R-3 Existing asphaltic Min. 1.5-inch, min. 2.0 pcf EPS layers of base insulation y (Optional) One or SBS-SA, APP- p roof insulation board 05500 and/or min. 0.25 inch OB500 SBS SA more SBS-SA, SA, SBS-TA or -120.0 SECUROCK Gypsum -Fiber SBS-TA or APP-TA APP-TA Roof Board (Optional) additional R-4 Existing as asphaltic Min. 1.5-inch ACFoam II, layers(s) of base (Optional) One or SBS-SA, APP- p roof ENRGY 3 or H-Shield OB500 l insulation and/or min. OB500 SBS-SA more SBS-SA, SA, SBS-TA or -127.5 0.25-inch SECUROCK SBS-TA or APP-TA APP-TA Gypsum -Fiber Roof Board (Optional) additional R-5 Existing asphaltic Min. 1.5-inch ACFoam II, ENRGY 3, H-Shleld or Multi -Max M-OSFA layers(s) of base insulation and/or min. M-OSFA (Optional) One or SBS-SA, APP- roof FA3 0.25-inch SECUROCK SBS-SA more SBS SA, SBS-TA or APP-TA SA, SBS-TA or APP-TA -157.5 Gypsum -Fiber Roof Board Min. 2-inch ACFoam IV, min. 1.5.Inch Ultra -Max or Multi -Max (Optional) additional R-6 Existing asphaltic FA-3, min. 1.3-inch ACFoam III or min. 1.0-inch ISO 95+GL, H- CR-20 layers(s) of base insulation and/or min. CR-20 SBS-SA (Optional) One or SBS-SA, APP- roof Shield, H-Shield CG or ENRGY 3 0.25-inch SECUROCK more SBS-SA, SBS-TA or APP-TA SA, SBS-TA or APP-TA -240.0 or min. 2.0 pcf ASTM C578 Gypsum -Fiber Roof Board expanded polystyrene Existing Min. 2-inch ACFoam II, ENRGY- (Optional) additional R-7 asphaltic P 3 or H-Shield or min. 2.0 pcf CR-20 layers(s) of base insulation and/or min. CR-20 SBS-SA (Optional) One or SBS-SA, APP- roof ASTM C578 expanded more SBS-SA, SA, SBS-TA or -247.5 polystyrene 0.25-inch SECUROCK SBS TA or APP-TA APP TA Gypsum -Fiber Roof Board Existing Min. 0.25-inch DensDeck, BP -AA, SBS- (Optional) One or R-8 asphaltic Min. 1.5-inch Multi -Max FA3 D-IS DensDeck Prime or D-IS AA, SBS-TA, more BP -AA, SBS- SBS-AA, SBS- roof SECUROCK Gypsum -Fiber SBS-SA, AA, SBS-TAor TA, orAPP-TA Roof Board APP-TA APP-TA Existing Min. 1.5-inch ACFoam II or Min. 0.25-inch DensDeck, BP -AA, SBS- (Optional) One or R-9 asphaltic ENRGY 3 or min. 2.0 pcf EPS D-IS DensDeck Prime or D-IS AA, SBS-TA, more BP -AA, SBS- SBS-AA, SBS roof insulation board SECUROCK Gypsum -Fiber SBS-SA, AA, SBS-TAor TA, or APP-TA -90.0 Roof Board APP-TA APP-TA Exterior Research and Design, LLC, d/b/a TrinitylERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 Revision 7: 02/22/2011 Prepared by: Robert Nieminen, PE-59166 Appendix 1,'Page 29 of 30 TRmy�� T TABLE 7A: RECOVER APPLICATIONS SYSTEM TYPE A-1: BONDED INSULATION, BONDED ROOF COVER System Substrate Base Insulation Layer Top Insulation Layer Roof Cover No. Type Attach Type Attach Base Ply Cap MDP (psf) Existing Min. 1.5-inch ACFoam II, Min. 0.25-inch DensDeck, BP -AA, SBS- (Optional) One or R-10 asphaltic ENRGY 3, H-Shield or ISO OB500 DensDeck Prime or OB500 AA, SBS-TA, more BP -AA, SBS- SBS-AA, SBS- roof 95+GL SECUROCK Gypsum -Fiber SBS-SA, AA, SBS-TAor TA, or APP-TA Roof Board APP-TA APP-TA Existing Min. 1.5-inch ACFoam II, BP -AA, SBS- (Optional) One or R-11 asphaltic ENRGY 3, H-Shield or Multi -Max M-OSFA Min. 0.25-inch SECUROCK M OSFA AA, SBS-TA, more BP -AA, SBS- SBS-AA, SBS- 157.5 roof FA3 Gypsum -Fiber Roof Board SBS-SA, AA, SBS-TAor TA, or APP-TA APP-TA APP-TA Min. 2-inch ACFoam IV, min. 1.5-inch Ultra -Max or Multi -Max R-12 Existing asphaltic FA-3, min. 1.3-inch ACFoam III or min. 1 ISO 95+GL, H- CR 20 Min. 0.25 inch SECUROCK CR-20 BP -AA, SBS- (Optional) One or roof ieh Shield, H-Shield CG or ENRGY 3 Gypsum -Fiber Roof Board AA more BP -AA, SBS- SBS-AA -225.0 or min. 2.0 pcf ASTM C578 AA expanded polystyrene Min. 2-inch ACFoam IV, min. 1.5-inch Ultra -Max or Multi -Max Existing FA-3, min. 1.3-inch ACFoam III R-13 asphaltic or min. 1.0-inch ISO 95+GL, H- CR-20 Min. 0.25-inch SECUROCK CR-20 APP-TA (Optional) One or APP-TA -232.5 roof Shield, H-Shield CG or ENRGY 3 Gypsum -Fiber Roof Board more APP-TA or min. 2.0 pcf ASTM C578 expanded polystyrene TABLE 7B: RECOVER APPLICATIONS SYSTEM TYPE F: NON -INSULATED, BONDED BASE SHEET, BONDED ROOF COVER System No. Deck Primer (psf) Base Ply Roof Cover Cap MDP Existing BP -AA (Optional if using asphalt (Optional if using asphalt applied R-14 asphaltic roof PG100 applied Ply) Base) BP -AA, SBS-AA, SBS-TA or SBS-AA, SBS-TA, APP-TA 45.0 APP-TA Exterior Research and Design, LLC. d/b/a TrinityjERD Evaluation Report P9290.02.08-R7 for FL1654-R9 Certificate of Authorization #9503 11 Prepared by: Robert Nieminen, PE-59166 Revision 7: Appendix 1, Pagege 30 30 of of 30 30