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Home My WebLink About15-15894 � ' ' CI OF ZEPHYRHILLS � � � ' S335-8TH STREET (813)780-0020 15 94 B ILDING PERMIT I PERMIT INFORMATION LOCATION INFORMATION � Permit Number: 15894 Address: 38016 15TH AVE LOT 1&2 Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-01100-0010 Improv. Cost: 4,500.00 � OWNER INFORMATION Date Issued: 1/07/2015 � Name: ALL ABOUT YOU SALON & DAY SPA Total Fees: 90.00 Address: 6431 LAURELWOOD DR Amount Paid: 90.00 ZEPHYRHILLS FL 33542-4870 Date Paid: 1/07/2015 � Phone: 813-788-2700 Work Desc: REROOF RUBBER ROOF � CONTRACTOR S APPLICATION FEES NEUMANN ROOF NG INC BUILDING FEE � 90.00 i � 11v' � � 1 — eZ — lS ��3 Ins ections Re uired FOOTER 2ND ROUGH PLUMB IVIISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. � 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. i REINSPECTION FEES: Reinspection fees will c mply wlith Florida Statute 553.80 (2)(c)when e�ctra inspection trips are necessary due to any one of the follo ing reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corre �ons not made when inspections called d) work not ready for inspection when called e) permit not post d on job site� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this per it, there may be additional restrictions applicable to this property that may be found in the public records of this county, a d there may be additional permits required from other governmental entities such as water ma agement, state agencies or federal agencies. "Warning to owner: Your failure to record a otice of commencement may result in your paying twice for improvements to your property. If you inten to obtain financing, consult with your lender or an attorney before recordin your notice of commencement." Complete Plans, Specifications Must Accompa y Appli'�cation.All work shall be performed in accordance with City Codes and Ordi ances. NO OCCUPANCY BEFO C.O. � �S�`^' CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MO THS WITHOUT APPROVED INSPECTION CALL FOR INSPECT ON - 8 HOUR NOTICE REQUIRED PROTECT CARD�FROM WEATHER \ � , I IIIIII IIIII IIIII IIIII IIIII Illfl IIIII IIIII IIIII IIIII IIII IIII , , 2014204711 ;' - � PermitNo. _! „� Parcel IDNo ��-�(��/ '�U`�1 � L�! /d0 ° G�L� �C� N071 E OF COMMENCEMENT State of l L3 Counry of �!��e z, THE UNDERSIGNED hereby gives notice that improvement wil be made to ceriain real property,and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commenc ment: 1. Description of Property: Parcel Identification No. ' � • '� D 'o E�DO 'd(� . � �� - � FL Street Address:��-� � . 2. General Description of Improvement T � I 3. Owner information or Lessee information if the Lesse contractQd for the improvement: �. I � --r '�' ., ame � � � �gsa,�,��rh,/!S � Address City � �- State Interest in Property: 6'� Name of Fee Simple Titleholder: I .� {If different from O n r listed i bove) Address � City State 4. Contractor: Name c5'/�� n�ai,rD .� Address � ,(� � V City ��5---� G State Contractor's Telephone No.: � - "Ta �i 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender• Name ', I Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the ownelr upon whom notices or other documents may be served as provided by � Section 713.13(1)(a)(7), Fiorida Stafutes: Name Address � Cityp State Telephone Number of Designated Person: � D l " � �� 8. In addition to himself,the owner designetes of to r ceive a c i py of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entify Designated b Owner: 9. Expiration date of Notice of Commencement(the ex iration dalte may not be before the completion of construction and final payment to fhe - � - contractor,but will be one year from the date of recor ing unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE Y THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CQNSIDERED IMPROPER PAYMENTS UN ER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPR EMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BE ORE THE+FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR COMMEtJCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read th foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and beiief. � STATE OF FLORIDA � � COUNTY OF PASCO , . Signature of Owner or Lessee,or Owner's or Lessee's Authorized Rep!:1650982 Rec: 10.00 � OfficedDirector/PartnerlManager DS: '0.00 IT: 0.00 ', 12/31/2014 K. G. , Dpty Clerk Signatory'sTitlelOffice _ - — — � -!— ,' The foregoing instrument was acknowledged before me this �day of��,✓�0�by as pe f author' .,o r,trustee,attorney in fack)for � (nam of p ehalf of w mstrumenf was executed). i , Personally Known�OR Produced Identification�� Noitary Signature s� Type of Identification Produced Name(Pri } � � , 'pqULA S 0'NEIL,Ph D PF1SC0 CLERK & COMPTROLLER' �ti,, i 12/31/201�130m 1 �w� JOHNTH�DE P� L :._ �: MYCOMMISSION►FFt457t4 OR BK ��. �= EXPIRES:August 16,2018 y�Afi�� Bonded Thru NoWry PuDI�Undet+rlit416 wpdata/bcs/noticecom mencement_pc053048 � � - � :' _ c i q y.,-" - :��=H . _ � +3 I�i`� .',. ". ��`, _ �=�.:� zc: � City o Zephyrhills BUILDIN PLAN REVIEW COMMENTS Contractor/Homeowner: U A N N a�F�N G Date Received: Z _ � y Site: 3�f 0 l 1 S '� l� VE Permit Type: $�p�, �Ly 1 P RppF N 6 Approved w/no comments: Approved w/ e below comments: ❑ Denied w/the below comments: ❑ This comment sheet s all be kept with the permit a d/or plans. � q �� Ka .in S —Plans Examiner Date �Contractor and/or Homeowner ; (Required when comments are present) , � �,� • 813-780-0020 City of Zephyrhil s Permit Application Fax-813-780-0021 Building Department �+, r��`}I+G !J 13- -C/� CS DateReceived �2 �a i l��.-► Phon ContactfoqPermitting �J`✓Z �i�i� '�c�7�✓ Owners Name n 11 � �� J I Owner Phone Number S I� -7�8 '�/ Owner's Address � YI� Owner Phone Number Fee Simple Titleholder Name Fee Simple I Owner Phone Number I Fee Simple TiUeholder Address I JOB ADDRESS �p LJ l�� ,� I � � ,� L LOT# �� SUBDIVISION PARCEL I I# lI�Z� '!� �(�Q�f� '�GIQC� '�� (OBTAINED FROM PROPERN TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH X INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER , TYPE OF CONSTRUCTION Q BLOCK Q FRAME 0 STEEL Q DESCRIPTION OF WORK V� 7 I � � � ' BUILDING SIZE SQ FOOTAG �I�-I- HEIGHT � QBUILDINC�ROOFIN �� b I V LUATION OF TOTAL CONSTRUCTION QELECTRICAL $ A P SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ �� QMECHANICAL $ V LUATION OF MECHANICAL INSTALLATION �1�� QGAS XQ ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO .i—:-F� I, BUILDER i n / COMPANY JASON NEUMANN/NEUMANN ROOFING SIGNATURE V V REGISTERED Y/ N FEE CURREN Y/N Address 30427 COMMERCE DR, SAN ANT N20, FL I3 576 License# CCC1326166 I ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N i Address I License# • I PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N I Address I License# I M ECHANICAL COM PANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N I Address I License# I OTHER COMPAINY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N i Address I License# 11111111111111111111111111111111111 �11111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sels of Building Plan ;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submitta date. Required onsite,Conslruction Plans,Slormwater Plans w!Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work P rmit for subdivisions/large projects COMMERCIAL Attach(3)compiete sets of Building Plans plu a Life Safery�Page;(1)set of Energy Forms.R-O-W Permit for new construction. , Minimum ten(10)working days after submitta date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work P rmit for all new projects.All commercial requirements must meet compliance I SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERI'Y SURVEY required for all NE construction. i Directions: ' Fill out application completely Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. ( C upgrades over$7500) " Agent(for the contractor)or Power of Attomey(for the owne would be so i eone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application nly) Reroofs'rf shingles Sewers Service Upgredes A/C Fences(PIoUSurvey/Footage) '� i Driveways-Not over Counter if on public roadways..needs R W I 1 1 ♦ :J NOTICE OF DEED RESTRICTIONS: The und rsigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County reg lations. T�e undersigned assumes responsibility for compliance with any applicable deed restrictions. I UNLICENSED CONTRACTORS AND CONT CTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be re uired to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, oth the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended con ractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the asco Cou�ty Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor�or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this appli tion for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not proper�y licensed and is not entitled to permitting privileges in Pasco County I TRANSPORTATION IMPACT/UTILITIES IMP CT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse ecovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existi g buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also un erstands,�hat such fees,as may be due,will be identified at the time of permitting. It is further understood that Transp rtation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final p er release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prio to permit�issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit i suance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,FI rida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provi ed with a�copy of the "Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Dep rtment of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtai ed a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I ce ify that all�the information in this application is accurate and that all work will be done in compliance with all applicable I s regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work nd installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and hat all wo�k will be performed to meet standards of all laws regulating construction, County and City codes, zoning r gulations,�and land development regulations in the jurisdiction. I also certify that I understand that the regulations of ther govemment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must t ke to be in compliance. Such agencies include but are not limited to: - Department of Environmental Prote tion-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatmen. • - Southwest Florida Water Manag ment Di Itrict-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, ocks,Navigable Waterways. - Department of Health & Rehabilita ive Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agenc -Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply o the use of fill: - Use of fill is not allowed in Flood Zo e"V"unless expressly permitted. - If the fill material is to be used i Flood Zo�e "A", it is understood that a drainage plan addressing a "compensating volume"will be sub itted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in lood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be u ed only to fill the area within the stem wall. - If fill material is to be used in an area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to dversely affect adjacent properties,the owner may be cited for violating the conditions of the building permi issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an en ineered d�ainage plan is required. If I am the AGENT FOR THE OWNER,I promis in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, as, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceedl with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes, or shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,constru ion or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is co menced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a peri d of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building fficial for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work cease for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YO R PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEF RE RECORDING Y NOTICE OF COMMENCEMENT. FLORIDA JURAT(F. 117.03) I i OWNER OR AGEN CONTRACTOR Subscribed and swo or a�rmed)before m this Su�j scribed and sw n to(or affirmed befor me this IZI' 1 �u'by 1�h �L(3!1 7U by JASON W. 1 EUMANN Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced L�r •� as identification. � PERSONALLY KNOWN as identification. KNO � (�� ,��Notary Publi �p�w �Q/ �- �irs�i Notary Public Commission No. ��f Commission No. �!— ��,�� l� • �?-�T I �,r;5�� L- 1'Ylc�;c� � Ry �H a , inted or stamped " ame of Notary typed,printed or stamped C:HF2ISTIE K.MAJOR o�0�a qsso� NbTARY PUBLIC „h&Y�Ss �� NOTARY PUBLIC -+STATE OF FLORIDA a r '�. `�STATE OF FLORIDE� � � �• 'z Comm#EE143314 Y��Comm#EE143314 �' E �' ��CpIFe§11i�/�015 � �s��/CE 19�� Expires 11/2/2015 i . ,. � �,:�:, �;w � ' . �aa�uz y, .�'.L�(� State of Florida Lice se#CCC1326166 and# CBC058155 30427 Commer e Drive, San Antonio,FL 33576 Phone(813) 782-9080/Fa (352) 668-4803/www.neumannroofs.com 29 December 2014 38010 15�' St ' Zephyrhills,Florida RE: ESTIMATE/CONTRACT TPO LAT DECK TOTAL ESTIMATE: $4500.00 Neumann�Roofing, LLC proposes to 'sh labor, material, supervision, equipment, fees and other costs related to the completion of t e subject property; specifications listed below: 1. Record Notice of Commenceme t and obtain all required permitting. 2. Provide and install 1/2"EPS ins lation. 3. Provide and install a 60 mil TP . 4. Provide and install new drip edg axound entire perimeter,matching the existing face dimension. Color: To be provi ed by Owner 5. Provide and install new lead bo s. 6. Sweep magnets around the peri eter ar a of work to collect loose nails, staples, and other various scrap sheet metal omponents. 7. Haul away all roof-related debri . 8. Our liability insurance coverage 's based on completed operations. � 9.—A1-1-estimates/eontracts-axe-subje t-to-Building-Department-approval-iritheappropriate county/city. 10. Payment schedule: 1/3, 1/3, 1/3. Unit Pricin Schedule for Unforeseen onditi ns: 1. Replace any rotted or damaged d cking$65.00 per sheet. (Neumann Roofmg provides 1- � sheet of 4'x8' plywood; include in contract price). 2. Replace any rotted fascia or perl' s $6.5 i per lineal ft. m `.��, ► �W Masie�Elite ..�..� �� FL License#: CCC1326166 GAF License#:ME20454 , ' � I �� -,4 .� ��`-'' -i ♦ i ��J�! �� { State of Florida Lice se#CCC1326166 and# CSC058155 30427 Commer e Drive, San Antonio,FL 33576 Phone(813) 782-9080/Fa (352) C68-4803/www.neumannroofs.com I 3. If there are multiple layers of s gles o�the existing roof; we will add$30.00 per square per layer of roofing to co er the�ear off cost. Neumann Roofin 's Commitment to uali : • All work will be supervised by p oject anagers to ensure quality work is preformed according to our proposed contra t. � • All work will be completed in a t ely manner, excluding acts of nature beyond our control. o All carpent�y work will be perfo ed in conjunction with roofing work, in a timely manner following general wor anship quality. • All work will be completed by s 'lled and knowledgeable craftsman to ensure production of high quality of work. • The job-site will be kept free of ebris throughout the duration of the project. • The perimeter of the project area 'll be �wept with magnets to pick up any loose nails, staples, or other various scrap sh et metal components. • Any existing gutters will be cle ed of all organic and roof related debris prior to project close-out. • Neumann Roofing, LLC is fully i sured with workman compensation and general liability insurance. -. It is understood and agreed the Neumann Roofin ,LLC w�ill be held hannless for alleged or actual damages/claims as a result of algae,fungus,,or mold. It is underst od the roofing contractor and the roofing contractor's insurance ' will exclude all coverage,including defense,d ges,related to bodily injury,properiy damage and clean up directly or indirectly in whole or in part for any a tion brought by mold,including fungus and mildew regardless of the cos,�t,product or worlananship that may ave con]ributed concurrently or in any sequence to the injury or damage occurs. "This document has been prepared for those parti s financially responsible for services rendered. Reliance upon this document or upon information,observations or o inions co�ntained herein should not be made by any pariy other than the intended recipient designated on the title heet of this estimate or report. The intent of this evaluation is to prepare an opinion of the probate scope and/or co t of work to be performed based upon the parameters set forth by the client and the individual needs and conditions ound within the stxucture at the time of inspection. This opinion assumes a specific scope and methodology. The ser is cautioned that changes in either scope or methodology would have a reciprocal effect on this opinion. If is shoulld occur,we reserve the right to review such changes and � a I �� -,�, i ► � �,� Masie�Elite �� FL License#: CCC1326166 GAF License#:ME20454 ! , � �i �`5 � ,r'� �';" � I • I � i��, .�.�� I', State of Florida Lice se#CCC1326166 and#CBC058155 30427 Commer e Drive, San Antonio,FL 33576 Phone(813) 782-9080/Fa (352) 668-4803/www.neumannroofs.com then modify our opinion accordingly. Furtherm re our o inion assumes resulting work will be competitively bid and as such it is advisable to solicit multiple bid for such work." , WARRANTY: TPO/FLAT DECK ROOF WARRAN Y: • 20 Year Manufacturer's Wa ranty • 2 Year Workmanship/Labor Warranty TOTAL: $ • 1/3 down, l/3 upon delivery of ateria', 1/3 upon completion • Proposed price is valid for 30 d ys from proposal date. Subject to price ancreases after 30 days. • In the event at is necessary to c llect any amouaat of anoney owed hereunder by referral to an attorney, collecti n agency, or court proceeding, it is agreed that Neumann Roofing,LLC shall e entitl�d to reimbursement for all costs of collection of unpaid amounts by Owner/ gent and for reasonable attorney's fees and costs for the breach, o�enforcement of y terms of this entire service agreement. A�ea�ice charge of 1.5% per month will e due on all invoices thirty(30) days past due. • We accept cash, check or credi card for payment. If you choose to pay by credit card the following fees will be a ded to�your contract/invoice amount: Visa/Master Card—add 2%; X—add 3%. Fees are non-negotiable. Accepted_By: Ne -- - R- - ing,—L G , ' �/�,�� '�� Date: ate: a t� . . � Mas�e"rElite ..�.,., FL License#: CCC1326166 , GAF License#:ME20454 , 11-26-21-0010-01100-0010 � Pasco ounty��Property Appraiser Page 1 of 1 Mike Wells asco County Property Appraiser Data Current as Of: Weekly Archive - Saturday, December 27, 2014 Parcel ID 11-26-21-0010-01100-0010 (Card: 001 of 002) Classification 11 - Retail Stores, One Story,All Types Mailing Address Property Value ALL ABOUT YOU SALON &DAY SPA Ag Land $0 OF ZEPHYRHILLS INC Land $21,000 6431 LAURELWOOD DR ZEPHYRHILLS FL 33542-4870 Building $33,777 Physical Address-See AII 2 Extra Features $1,689 addresses�F�nc snoW�� 38016 15TH AVE ZEPHYRHILLS FL 33542-3466 Just Value $56,466 Leaal Descriotion (First 4 Lines) Assessed (Non-School Amendment 1) $56,466 See Plat for this Subdivision CITY OF ZEPHYRHILLS PB 1 PG 54 Taxable Value $56,466 LOTS 1 &2 BLOCK 11 OR 6858 PG 1116 S/H Jurisdiction Citv of Zeohvrhills ._.__ __. ..__._._,_ ._ ,_Land Detail (Card: 001_of 002) __ _ _ __._ ______ _ _ Line ' Use $Description; Zoni g � Units ; Type ; Price Condition Value ---- � --- -�_ ._- -- ----;-__- --- �- �-i-- - � - - - -- - -- -- ----- 1 1100 1STORE iFLR; 000 ; 7,000.00 ; SF ! $3.00 E 1.00 ; $21,000 Addi ional Lahd Information _ _. - - --- ;�--- -.._ !._...._ _.. _ _.�__---_._ .._..----_._- __._ _.:--_._._.�._� .- ---- --- -- --- - -, ------ ___ Acres � 0.16 i Tax Area ! 30 H � FEMA � X �Commercial Code M6ST7AA ; Code ! ; Buildin4 Information - Us il - Ret'ail Stores (One Story) (Card: 001 of 002) Year Built 1979 ��Stories 1.0 Exterior Wall 1 Concrete Block Stucc Exterior Wall 2 None Roof Structure Flat Roof Cover Built-Up Tar and Gravel Interior Wall 1 Drywall �Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C Central Baths 2.0 ----- Line----- --- -�- --- - Descripti n __ ._ !-- - - --Sq. Feet .. _ i. __._Repl..Cost New 1 � BAS 1,680 $122,606 . - - -_--- - - - -____ - - - - ---- ---- - - 2 CAN 632 $13,866 Extra F atures'(Card: 001 of 002�._ _________ ._,_ __ -- - -_.._ ___.. __- - - - - -- - -p_�------- ---- _-- - - ---- -- - -- -- -- - - —� ---- -, -— Line ` Descri tion Year : Units Value - ------- -- ---- - _ _.. .- i---- - -- :- — ---- - . . �---- - 1 PAV ASP ' 1979 ; 3,033 ; $796 .. ._.. �_.... . - -.....-- � - -�-__.._._ _ _._.�__._...� . _. . 2 C DCFENCE 2006 i 510 $893 Sales IHistorv Previous Owner: OLIVA ROBERT A& ---- . ___._._. ._ � .. --- -.. __.__,..._.__. .__..._.. - -_ _ . � ..__T_.---; - - -- __._ . ._ .�. ,_._ Month/Year Book/Page � Type � �ode !ConditionF Amount ' - -- - - -. . ., _.--- • - - - 02/2006 ? 6858 / 1116 !W Deedty� �Improved' $230,000 ---- - - -- ---- - -�--- � ---.. ___ ..----- -- - _. ..° ._._�____ �- ---- - � --- --- -_ ____ -- --- -- --- 08/1999 ( 4201 / 1579 3 Warranty; !Improved- $105,000 ° Deed �._ ..._ _�.,. _..____ _ . , .- { --,-.._. . i ___._._. _..a_... _ - -12/1976 � .� T..�0867 / 0722 ! . ! Vacant_ ' -$8,500 �'_� http://www.appraiser.pascogov.com/s arch/parcel.aspx?parce1=2 1 26 1 1 00 1... 12/31/2014 . J � c c '�• , � Florida Building Code Online Page 1 of 2 " . , � �� m e � � B 1 ° ' 1 1 �''.. Florida�partment� BCIS Home �Log In � User Registration � otTOpics � Submit Surcharge � Stats&Facts � Publications � FBC Staff � BCIS Site Map � L Busines�� ,�#��product Approval Professi� -al +� F USER: Public User Regulation '� '� Product Aooroval Menu>Product or A Ifcatfo Sear h> Iication List>App \ation DeWil �I ' �'`'� •- FL# � FL14207-R6 Application Type Revision Code Version 2010 Application Status Approved Comments � Archived ❑ i �yW R��f I�� +�`.�-�i� Product Manufacturer oofing sys�ar��Y d� 'r��YR�iLLS Address/Phone/Email P.O. Box 1289 pLA�s EXAM��1��.�-- Carlisle, PA 17013 (800) 992-7663 malpezzi@syntec.carlisle.com Authorized Signature ]oe Malpezzi malpezzi@syntec.carlisle.com -�WI� Technical Representative Robert Patton BLJyI�D��'�'�'L��UIL��G, Address/Phone/Email 1555 Ritner Highway �f1��'��iB��G P'� (717)I245 726413 ��f��rC��N C�� Robert.PATrON@syntec.carl�s�}e:tblli�a�J Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licen Professional Engineer O Evaluation Report- Hardcopy Received Florida Engineer or Architect Name wh developed the Robert]. M. Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration ate 06/05/2016 Validated By John W. Knezevich, PE D Validation Checklist- Hardcopy Received Certificate of Independence FL14207 R6 COI 2014 04 COI Nieminen.pdf Referenced Standard and Year(of Stan ard) Standard Year ASTM D6878 2006 FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr�app_dtl.aspx?param=wGEVXQwtDq... 12/31/2014 �� Florida Building Code Online � Page 2 of 2 �, Product Approval Method Method 1 Option D Date Submitted 06/20/2014 Date Validated 06/24/2014 Date Pending FBC Approval 06/29/2014 Date Approved 08/25/2014 Date Revised 11/25/2014 Summa of Products FL# Model, Nu ber or Name Description � 14207.1 VersiWeld T O Single Ply Roof Thermoplastic Olefin Roofing Membrenes Systems I Limits of Use Installation Instructions Approved for use in HVHZ: No FL14207 R6 II 2014 06 FINAL A1 ER VERSICO Tf Approved for use outside HVHZ: es R6.�df Impact Resistant: N/A Verified By: Robert J. M. Nieminen PE- 59166 Design Pressure: +N/A/-525.0 Created by Independent Third Party: Yes Other: 1.)The design pressure in thi application relates to Evaluation Reports one particular assembly over light wei ht concrete. Refer to FL14207 R6 AE 2014 06 FINAL ER VERSICO TPO the ER Appendix for other systems an deck types. 2.) Refer R6.pdf to ER,Section 5 for other Limits of Us . I Created by Independent Third Party: Yes Back Next Contac s:: 1940 North Monroe Street Tallahassee FL 3Z399 Phone:850-487-1824 The State of Florida is an AA/EEO employe CoovriqhtlZ007-2013 State of Florida.:: Privacv Statement::Accessibilitv Statement::Refun Under Florida law,email addresses are publi records.If�rou do not want your e-mail address released in response to a publio-records reques electronic mail to this entity.Instead,contact he office by�phone or by traditional mail.If you have any questions,please contact 850.487.135 Section 455.275(1),Florida Statutes,effe tive Octobe�1,2012,licensees licensed under Chapter 455,F.S.must provide the Department H address if they have one.The emails provide may be used for official communication with the licensee.However email addresses are public ri not wish to supply a personal address,pleas provide the Department with an email address which can be made available to the public.To dE are a Ilcensee under Chapter 455,F.S.,please click here. Product Appro�val�Accepts: �� 1�=� � securit�•+�rz�ucs � � i http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq... 12/31/2014 ,.., ' �; TRII�IIIY f ERD APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New,Reroof(Tear-Offl,Recover C Mechanically Attached Insulation,Bonded Roof Cover q 1B Wood New,Reroof(Tear-Offl,Recover D-1 Insulated,Mechanically Attached Roof Cover q iC Wood New,Reroof(Tear-Offl,Recover D3 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 5 iD Wood New,Reroof(Tear-Offl,Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 5 lE Wood New,Reroof(Tear-OffJ,Recover E-2 Non-Insulated,Mechanically Attached Base Sheet,Bonded Roof Cover 5 2A Steel or Conc. New,Reroof(Tear-Offl,Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 6-9 2B Steel or Conc. New,Reroof(Tear-Offl,Recover C-1 Mechanically Attached Insulation,Bonded Roof Cover 10-14 2C Steel New,Reroof(Tear-Offl,Recover C-2 MechanicallyAttached Insulation,Plate-Bonded Roof Cover 15 2D Steel or Conc. New,Reroof(Tear-Offl,Recover D-1 Insulated,Mechanicaliy Attached Roof Cover(Stress Plates) 16-18 2E Steel or Conc. New,Reroof(Tear-Offl,Recover D-2 Insulated,Mechanically Attached Roof Cover(RUSS Strips) 19 3A Concrete New,Reroof(Tear-Offl A-lA Bonded Insulation,Bonded Roof Cover 20-23 3B Concrete New,Reroof(Tear-Of� F Non-Insulated,Bonded Roof Cover Zq ew,�e�Ob{'(Te�Q{ - onde nsu a ion, on e o0 over 25 4B LWIC New,Reroof(Tear-Offl A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover 25 4C-1 LWIC over Steel New,Reroof(Tear-Offl F Non-Insulated,Bonded Roof Cover 26-27 -- - ---4G2 LWGover-Conc. New,-Reroof-(-Tear-Offl F Non-Insulated,-Bonded-Roof-Gover 2g SA CWF New,Reroof(Tear-Offl A-1 Bonded Insulation,Bonded Roof Cover 29 6A Gypsum Reroof(Tear-Offl A-1 Bonded Insulation,Bonded Roof Cover 30 6B Gypsum Reroof(Tear-Offl F Non-Insulated,Bonded Roof Cover 30 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 31-32 78 Steel Recover C-2 Mechanically Attached Insulation,Plate-Bonded Roof Cover 33 7C Steel Recover D-1 Insulated,Mechanically Attached Roof Cover 33-34 7D Various Recover E-1 Non-Insulated,Mechanically Attached Roof Cover 35 7E Various Recover F Non-Insulated,Bonded Roof Cover 36 The following notes apply to the systems outiined herein: 1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: HPV Fastener with HPV Insulation Fastening Plate. Minimum 1-inch wood penetration. ➢ Steel Deck: HPV Fastener with HPV Insulation Fastening Plate. Minimum'/<-inch steel penetration,engage the top flute of the steel deck. ➢ Concrete Deck: MP 14-10 Concrete Fastener,CD-10 Concrete Fastener or MP Concrete Spike with HPV Insulation Fastening Plate.Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturer's published installation instructions. 3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,fiberboard,perlite and/or gypsum-based insulation board that meets the 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 Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 36 �.: ,�r TRINI� ERD I � 4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached membrane),whereby the membrene fasteners are installed through the LWIC to engage the strudurel steel or concrete deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D=Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions: ➢ FAST 100,FAST 100 LV(full): Full-coverage at 1 gal./square. ➢ FAST 100,FAST 100 LV(ribbon): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ Flexible FAST(full): Full-coverage at 1 gal./square. ➢ Flexible Fast(ribbon): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ DASH DC(Dual Cartridge): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ DASH Bag in a BoxAdhesive(BIAB): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.using OMG Bag-In-Box PaceCart 2 ➢ OlyBond 500 BA(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.using PaceCart or SpotShot Note:OlyBond 500 Green may be used where OlyBond 500 is referenced. ➢ Note: When multiple layers(sJ of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive rib6ons shall be sta ered rom la er-to-la er ➢ 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 rib6ons spacing. 7. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then ___ _ -- - the thinner board listed below may�d as a drop-in�he equivalent thicker material listed in the table: ➢ FAST 100,FAST 100 LV or Flexible FAST MDP -157.5 psf (Min.0.5-inch thick) ➢ OlyBond 500 BA(OB500): MDP -187.5 psf (Min.0.5-inch thick) 8. Bonded polyisocyanurete insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117,FM LPDS 1-29 and AN51/SPRI WDl. 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. 10. For assem6lies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no retional analysis is permitted. il. For mechanicaliy 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. 12. For existing substrates in a 6onded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52 or ANSI/SPRI IA-1. 13. For System Type D,steel deck applications,the roof inembrene shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applications using System Type D,the insulation is optional. Alternatively,min.0.5-inch Versico Recovery Board,SecurShield HD or H-Shield HD or min.0.25-inch to 0.625-inch Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass-Mat Roof Board or min.3/8-inch Insulfoam R-Tech EPS or Fan-Fold may be used as a separetor board, preliminarily attached prior to roof cover installation. The existing roof system shall be suitable for a recover application. Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 2 of 36 .., �, TRINITY�ERD 15. For adhered membrane systems,side laps shall be minimum 2-inch wide sealed with min.1.5-inch heat weld. Unless otherwise noted,membrane adhesive application rates are as follows: Membrane Adhesive Method Rate VersiWeld VersiWeld Bonding Adhesive Contact(both sides) 60 ft/gal VersiWeld Aqua Base 120 Bonding Adhesive Contact(both sides) 120 ft/gal VersiWeld Low VOC Bonding Adhesive Contact(both sides) 60 ft�/gal VersiWeld Sure-Seal 90-830A Bonding Adhesive Contact(both sides) 60 ft/gal VersiFleece Aqua Base 120 Bonding Adhesive Wet lay(substrate) 120 ft/gal VersiFleece Hydroeond Water-Based Adhesive Wet lay(substrete) 100 to 133 ft/gal Full coverege at 100 ft/gal or Ribbons spaced as noted herein,spread to 2-3 inch,roof cover VersiFleece FAST 100,FAST 100LV,Flexible FAST Wet lay(substrate) set and rolled with 50 Ib roller. 16. For membrane systems attached using TPO 10-inch Pressure-Sensitive RUSS,the underside of the membrane which comes in contact with the tape shall be primed with TPO Primer. The membrane shall be secured by placing the primed portion onto the tape portion of the VersiWeld TPO 10-inch Pressure-Sensitive RUSS and roll with a steel hand roller to ensure contact. 17. For adhered membrane systems,unless otherwise noted: ➢ Reference to"VersiWeld"membrane below also includes"VersiWeld Plus"; ➢ Reference to"VersiFleece"includes 100 and 115; ➢ Reference to"VersiFleece AC"includes AC 120 and AC 135. 18. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609.1.5 for determination of design wind loads. Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 t Revision 5.06/19/2014 Prepared by� Robert Nieminen,PE-59166 Appendix 1,Page 3 of 36 rL� r� TRINIIY�ERD TABLE 3A:WOOD DECKS-NEW CONSTRUCTIqN,REROOF(TeAR-OFF)oR RECOVER SYSTEM TYPE C:MECHANICALLYATTACHED INSULATIQN,BONDED ROOF COVER System Deck Top tnsutation Layer Base Insulation Layer Roof Cover/Adhesive MDP(psf) Nq. (See Note 1) Type Fasteners Attach VERSIWELD MEMBRANE APPI1CATiONS($EE NOTE 17}: i (Optional)dne or more layers, Min 0.5-inch SECUROCK Gypsum- W-1 Min.23/32-inch plywood any combination,loose laid Fiber Roaf eoard See Nate 2 1 per 3.2 ftZ VersiWeld/Low VOC BA -45.0* I Min.1.5-inch ACFoam 1I, w-2 Min.19/32-inch plywood or (Optional)One or mpre layers, Polyisocyanurate MP-H,H-Shield, See Note 2 1 per 2 ftZ VersiWeld/Aqua Base 120 BA or VersiWeld 45 0,� , wood plank any cambination,loase taid 5ecurShieid,H-Shieid CG or BA � ENR6Y 3 i VER5IFLEECE MEMBRANE APPLICATIONS.(SEE NOTE 17�: ii (Optional}One or more Iayers, Min 0.5-inch SECUft4CK Gypsum- VersiFleece j FAST SOQ FAST SQO�V,Flexible W-3 Min.23f32-incfi ptywood any combination,loose laid Fiber Roof Board See Note 2 1 per 3.2 ftZ FAST,Minch o.c.or full coverege, '45•d' TABLE 1B:WOOp pECKS–NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER SYS'CENI TYPE D-1.IIVSl1LATED,MECHAIVICALIY AiTACHEl7 ROOF CCYVER —-- -- — Insulation-Wyer 5 stem {5ee 1Vote 14j Roof Cover y Raof Deck MDP(psf} No. Type Attach Membrene Fasteners Fastener Lap Width Lap Spacing Seam Weld Spacing Min.14J32-inch plywood orwood plank at max. W 4 24-inch spans attached using$d ring shank naifs One or more layers, Prelim. VersiWeld HPV-X Fasteners 6-inch o.c. 5.5-inch 90.5-inch o.c. 1.5-inch _52.5 spaced 6-3nch o.c.in the field and#10 ring any combination attach and HPV-X Plates outside shenlc nails spaced 4-inch o.c.at the perimeter Min.19/32-inch plywood or wood plank at max. �_5 24-iach spans attached using$d ring sha�k nails One or more layers, Prelim. VersiWeld HPV-X Fasteners 6-inch o.c. 5.5-inch 66.5-inch a.c. �5-��h -f>7.5 spaced 6-inch o.c.in the field and#SO ring any combination attach and HPV-X P(ates outside shank nalls spaced 4inch o.c.at the perimeter � I � i ( I I � E�eriar Research and Design,LI.C.djbja Trinity�ERD Evaluation Repqrt C3523Q.1114-RS for F�14207-R6 Certiflcate of Authorization#9503 Revision 5.06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Pa�e 4 of 36 .-. �� i . . TRINITY�ERD TABLE SC:WOOD DECKS-NEW CON5TRUCTION,REROOF(Teae-OFF)oa RECOVER SYSTEM TYPE D-3:1NSUI.ATED,MECHARtICAIIYATTACHED SASE SHEET,SONDEd ROpF COVER System Insulation Base Sheet Roof Cover Raof Deck MDP{psf) �a. Type Attach Base Sheet Fasteners Attath Membrane Adhesive Min.19/32-inch piywood at One or more Atlas Summit Versico Insultite 12-inch o.c.at the 4-inch laps max.24inch spans attached and 12-inch o.c.aY three, W-6 Sayers,any Loose-taid Synthetic and Versico Seam VersiWeid QA Seif-adhered -124.0 using#14 x 2-inch woad combination Underlayment Fastening Plates equally spaced rows in the screws spaced 6-inch o.c. center of the sheet. TABLE 1D:WOOp pECKS-NEW CON57RUCTION,REROOF(Teaa-OFF)oe RECOVER SYSTEM TYPE E-1;NdN-INSUTATED,MECHANSCALtY ATTACHED RdOF C4VER Thermal Barrier Roof Cover System Roof Dccic fastener MDP(psf� No. pacmg P�Pacin m-�1tel ' Min.19/32-inch piywood at max. (Optional)Any HPV-X Fasteners and MPV-X Plates 4$-inch o.c. Laose- (over 1.S-inch W-7 24-inch spans attached using 8d approved VersiWeld installed through wood sheathing 6-inch o.c. S.5-inch -75.4 -- -- -ring-shank-nailsspaced-6-inch�o.c.--thermal-barrier-.— �aid -to-engagestructural-members — ___ structurei outside _ members) ^ TABLE lE:WOOD DECKS-IVEW CfliV5TRUCTtON,REROOF{TEaR-OFF}oR REtOVER i SYSTEM TYPE E-2:NON-INSULATED,MEtHANICACLY ATTAtHEp BASE SHEET,60NDED ROOF tOVER j System Thermal Barrier Base Sheet Roof Cover �o Roaf Deck Type Attach Base Sheet Fasteners Attach Mem6rane Adhesive ��p�ps� Min.19/32-inch plywood at 12-inch a.c.at the 4-inch laps (Optional)Arry Atlas Summit Versico Insuitite i max.24inch spans attached and 12-inch o.c.at three, W-8 approved toose-taid Synthetic and Versico Seam VersiWetd QA Setf-adhered -120.0 I using#20 x 2-inch wood thermal barrier Underlayment Fastening Plates �4ually spaced rows in the I screws spaced 6-inch o.c. center of the sheet, il � Ea�erior Research and pesigrr,Ll.C.dJbJa Tri�ity�ERD Evaluatian Report C35230.11.10-RS for FL24207-R6 Certificate of Authorization#9503 Revision 5.06/19J2014 Prepared by Rabert Nieminen,PE-59166 Appendix 1,Page 5 of 36 �_ ., TRIf�11�TY I ERD TABLE 2A:STEEL oR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TeaR-OFF)oR RECOVER SYSTEM TYPE B:MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover/Adhesive MDP(psf) No. (See Note 1) Type Fastener Attach Type Attach VERSIWELD MEMBRANE APPUCATIONS($EE NOTE 17�: � Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate FAST 100,FAST 100 LV, 1 per 3.2 Min.0.25-inch SECUROCK VersiWeld/Aqua Base 120 BA, SC-1 Grade 33 steel or min. MP-H,H-Shield,SecurShield or H- See Note 2 ft= Gypsum-Fiber Roof Board Flexible FAST,BIAB VersiWeld BA or Low VOC BA �45.0* 2,500 psi conc. Shield CG (ribbon or full coverage) ' Min.22 ga.,type B, Min.0.5-inch Dens Deck followed 1 per 2.7 Flexible FAST(ribbon), VersiWeld/Aqua Base 120 BA or SC-2 Grade 33 steel or min. by min.2.0-inch Insulfoam VIII See Note 2 ftZ Min.1.5-inch Insulam(OSB) 6-inch o.c. VersiWeld BA -37.5* 2,500 psi conc. Min.22 ga.,type B, Min.0.5-inch Dens Deck followed 1 per 2.0 Min.2.0-inch Insulfoam HD Flexible FAST(ribbon), VersiWeld/VersiWeld BA or Low SC-3 Grede 33 steel or min. by min.2.0-inch Insulfoam VIII See Note 2 ft2 Composite 6-inch o.c. VOC BA -45.0* 2,500 psi conc. ��t�� ' Min.0.5-inch Dens Deck followed 1 per 2.0 FAST 100 LV(ribbon),6- VersiWeld/Aqua Base 120 BA or SC-4 Grade 33 steel or min. by min.3.0-inch Insulfoam VIII See Note 2 ftZ Min.1.5-inch Insulam(OSB) inch o.c. VersiWeld BA -75.0 2,500 psi conc. Min.22 ga.,type B, Min.1.5-inch Polyisocyanurete Insultite with 1 per 1.78 Min.0.5-inch SecurShield HD _Flexible_EAS_T_(rib6on),-VersiWeld./_Low VOC-BA-or-Sure-- -- ---SC=S -Grade 33-steel-or min--N1P=H,-H=Shield,-SecurShield,-H--HPV lnsulation- 2,500 psi conc. Shield CG Fastening Plates ftZ or H-Shield HD 6-inch o.c. Seal 90-8-30A BA -52.5 Min.22 ga.,type B, Min.1.5-inch Polyisocyanurete Insultite with 1 per 1.33 Min.0.5-inch SecurShield HD Flexible FAST(ribbon), VersiWeld/Sure-Seal 90-830A SC-6 Grade 33 steel or min. MP-H,H-Shield,SecurShield,H- HPV insulation 2,500 psi conc. Shield CG Fastening Ptates ftZ or H-Shield HD 4-inch o.c. gq -75.0 Min.22 ga.,type B, Min.1.5-inch Polyisocyanurete Insultite with SC-7 Grade 33 steel or min. MP-H,H-Shield,SecurShield,H- HPV Insulation 1 per 1.33 Min.0.5-inch SecurShield HD Flexible FAST(ribbon), VersiWeld/Low VOC BA -82.5 2,500 psi conc. Shield CG Fastening Plates ft2 or H-Shield HD 4-inch o.c. Min.1.5-inch ACFoam II, Min.22 ga.,type B, Polyisocyanurate MP-H,H- Min.0.5-inch Dens Deck or Dens 1 per 2.0 VersiWeld/Aqua Base 120 BA or SC-8 Grade 33 steel or min. Deck Prime See Note 2 ft� Shield,SecurShield,H-Shield OB500 VersiWeld BA -37.5" 2,500 psi conc. CG,ENRGY 3 followed by Min. 0.25-inch Dens Deck Prime Min.22 ga.,type B, Min.2-inch Polyisocyanurete MP- 1 per 4.0 Min 0.25-inch SECUROCK VersiWeld/Aqua Base 120 BA, SC-9 Grede 33 steel or min. H,H-Shield,SecurShield,H-Shield See Note 2 ftx Gypsum-Fiber Roof Board 0B5�� VersiWeld BA or Low VOC BA -37'SF 2,500 psi conc. CG Min.1.5-inch ACFoam II, Min.22 ga.,type B, polyisocyanurate MP-H,H-Shield, 1 per 2.0 Additional layers of base VersiWeld/Aqua Base 120 BA or SC-10 Grade 33 steel or min. SecurShield,H-Shield CG,ENRGY See Note 2 ftx insulation OB500 VersiWeld BA -45.0* 2,500 psi conc. 3 EMerior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 6 of 36 �� y, TRINIIY f ERD TABLE 2A:STEEL OR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TEAR-OFF)Ort RECOVER SYSTEM TYPE B: MECHANICALLYATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover/Adhesive MDP(psf) No. (See Note 1) Type Fastener Attach Type Attach Min.1.5-inch ACFoam II, Min.22 ga.,type B, polyisotyanurate MP-H,H-Shield, 1 per 2.0 Min.1.5-inch SecurShield HD VersiWeld/VersiWeld BA or Low SC-il Grade 33 steel or min. SecurShield,H-Shield CG,ENRGY See Note 2 ftZ Composite,H-Shield HD OB500 VOC BA -45.0* 2,500 psi conc. 3 Composite Min.1.5-inch ACFoam II, Min.22 ga.,type B, polyisocyanurate MP-H,H-Shield, 1 per 2.0 Min.0.25-inch Dens Deck, VersiWeld/Aqua Base 120 BA or SC-12 Grade 33 steel or min. SecurShield,H-Shield CG,ENRGY See Note 2 ft� Dens Deck Prime OB500 VersiWeld BA -45.0* 2,500 psi conc. 3 Min.1.5-inch ACFoam II, Min.22 ga.,type B, Min.0.5-inch Dens Deck or Dens 1 per 2.0 Polyisocyanurate MP-H,H- ' VersiWeld/Aqua Base 120 BA or SC-13 Grede 33 steel or min. See Note 2 � OB500 -45.0* Deck Prime ft Shield,SecurShield,H-Shield VersiWeld BA 2,500 psi conc. CG,ENRGY 3 Min.22 ga.,type B, Min.2.0-inc ACFoam II, Polyisocyanurate MP-H,H-Shield, 1 per 4.0 Additional layers of base VersiWeld/Aqua Base 120 BA or SC-14 Grade 33 steel or min. SecurShield,H-Shield CG,ENRGY See Note 2 ft2 insulation OB500 VersiWeld BA -45.0* 2,500 psi conc. 3 Min.2.0-inch ACFoam II, Min.22 ga.,type B, polyisocyanurate MP-H,H-Shield, 1 per 4.0 Min.1.5-inch SecurShield HD VersiWeld/VersiWeld BA or Low SC-15 Grade 33 steel or min. SecurShield,H-Shield CG,ENRGY See Note 2 ft� Composite,H-Shield HD OB500 VOC BA -45.0* 2,500 psi conc. 3 Composite � Min.2.0-inch ACFoam II, Min.22 ga.,type B, polyisocyanurate MP-H,H-Shield, 1 per 4.0 Min.0.25-inch Dens Deck, VersiWeld/Aqua Base 120 BA or SC-16 Grade 33 steel or min. SecurShield,H-Shield CG,ENRGY See Note 2 ft� Dens Deck Prime OB500 VersiWeld BA -45.0' 2,500 psi conc. 3 Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate 1 per 3.2 Min.0.25-inch SECUROCK VersiWeld/Aqua Base 120 BA; SC-17 Grede 33 steel or min. MP-H,H-Shield,SecurShield,H- See Note 2 ft� Gypsum-Fiber Roof Board OB500 VersiWeld BA or Low VOC BA -45.0* 2,500 psi conc. Shield CG Min.22 ga.,type B, Min.2-inch Polyisocyanurate MP- 1 per 2.67 Min 0.25-inch SECUROCK VersiWeld/Aqua Base 120 BA, SC-18 Grade 33 steel or min. H,H-Shield,SecurShield,H-Shield See Note 2 ftx Gypsum-Fiber Roof Board OB500 VersiWeld BA or Low VOC BA -45.0* 2,500 psi conc. CG Min.22 ga.,type B, Min.2-inch Polyisocyanurate MP- 1 per 1.6 Min 0.25-inch SECUROCK VersiWeld/Aqua Base 120 BA, SC-19 Grade 33 steel or min. H,H-Shield,SecurShield,H-Shield See Note 2 ft= Gypsum-Fiber Roof Board OB500 VersiWeld BA or Low VOC BA -60.0 2,500 psi conc. CG VERSIFLEECEMEMBRANEAPPLICATIONS�SEENOTEI7�: � Min.22 ga.,type B, Min.0.5-inch Dens Deck followed 1 per 2.7 Flexible FAST(ribbon), VersiFleece/AquaBase 120 BA or SC-20 Grede 33 steel or min. by min.2.0-inch Insulfoam VIII See Note 2 ft2 Min.1.5-inch Insulam(OSB) 6-inch o.c. FAST 100,FAST 100 LV,Flexible -37.5* 2,500 psi conc. FAST Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 7 of 36 TRINIIY�ERD TABLE 2A:STEEL oR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tena-OFF)oR RECOVER SYSTEM TYPE B:MECHANICALLYATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer Roof Cover/Adhesive MDP(ps� Na. (See Note 1) Type Fastener Attach Type Attach Min.22 ga.,type B, Min.0.5-inch Dens Deck followed 1 per 2.0 Min.2.0-inch Insulfoam HD Flexible FAST(ribbon), VersiFleece/FAST 100,FAST 100 SC-21 Grade 33 steel or min. See Note 2 * by min.2.0-inch Insulfoam VIII ftz Composite 6-inch o.c. LV,Flexible FAST -45.0 2,500 psi conc. Min.22 ga.,type B, Min.0.5-inch Dens Deck followed 1 per 2.0 FAST 100 LV(ribbon),6- VersiFleece/AquaBase 120 BA or SC-22 Grade 33 steel or min. by min.3.0-inch Insulfoam VIII See Note 2 ftx Min.1.5-inch Insulam(OSB) inch o.c. FAST 100,FAST 100 LV,Flexible -75.0 2,500 psi conc. FAST One or more layers Min.1.5-inch FAST 100,FAST 100 LV, VersiFleece/FAST 100,FAST 100 Min.22 ga.,type B, pol isocyanurate MP-H,MP-N or 1 per 2.0 SC-23 Grade 33 steel or min. MP-W,H-Shield,SecurShield,H- See Note 2 ftZ Min.0.25-inch Dens Deck DASH DC,Flexible FAST, LV,Flexible FAST,ribbons 12-inch -37.5* 2,500 psi conc. Shield CG,ENRGY 3,or AC Foam II BIAB(ribbon) o.c. Min.1.5-inch Pactiv FAST 100,FAST 100 LV, VersiFleece/FAST 100,FAST 100 Min.22 ga.,type B, Min.0.5-inch Dens Deck or Dens 1 per 2.0 GreenGuard Extruded . {�m� ' Deck Prime ft2 Polystyrene followed by min. tr�E�RS�'B , exi e ,ri ons -inc -37.5"' 2,500 psi conc. 0.25-inch Dens Deck Prime (ribbon) o.c. One or more layers Min.1.5-inch FAST 100,FAST 100 LV, VersiFleece FAST 100,FAST 100 Min.22 ga.,type B, / _ _ _ _�olyisocyanu[ate_MP_N,1V1P=N or _ __ _1_p.e�2.0_�dditionalJayers of_basP * --SC=25——Grade 33 steel or min. MP-W,H-Shield,SecurShield,H- See Not� {�2 insulation DASH DC,Flexible FAST, LV,Flexible FAST,ribbons 12-inch -45.0 2,500 psi conc. Shield CG,ENRGY 3,or AC Foam II BIAB(ribbon) o.c. Min.1.5-inch additional layers Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate FAST 100,FAST 100 LV, 1 per 3.2 of base insulation or min.2- VersiFleece/FAST 300,FAST 100 SC-26 Grade 33 steel or min. MP-H,H-Shield,SecurShield or H- See Note 2 ftZ inch SecurShield HD Composite DASH DC(ribbon or full LV,ribbons 12-inch o.c. -45.0* 2,500 psi conc. Shield CG or H-Shield HD Composite coverage) Min.1-inch additional layers of Min.22 ga.,type B, Min.2-inch Polyisocyanurate MP- 1 per 4.0 base insulation or min.2-inch FAST 100,FAST 100 LV, VersiFleece/FAST 100,FAST 100 SC-27 Grade 33 steel or min. H,H-Shield,SecurShield or H- See Note 2 ftZ SecurShield HD Composite or DASH DC(ribbon or full LV,ribbons 12-inch o.c. -45.0* 2,500 psi conc. Shield CG H-Shield HD Composite coverage) FAST 100,FAST 100 LV, Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate 1 per 3.2 Min.0.25-inch Dens Deck DASH DC,Flexible FAST, VersiFleece/FAST 100,FAST 100 * SC-28 Grede 33 steel or min. MP-H,H-Shield,SecurShield or H- See Note 2 ft� Prime BIAB(ribbon or full LV,Flexible FAST,ribbons 12-inch -45.0 2,500 psi conc. Shield CG coverage) o.c. FAST 100,FAST 100 LV, Min.22 ga.,type B, Min.2-inch Polyisocyanurete MP- 1 per 4.0 Min.0.25-inch Dens Deck DASH DC,Flexible FAST, VersiFleece/FAST 100,FAST 100 SC-29 Grade 33 steel or min. H,.H-Shield,SecurShield or H- See Note 2 ftZ Prime BIAB(ribbon or full LV,Flexible FAST,ribbons 12-inch -45.0" 2,500 psi conc. Shield CG o•�• coverage) Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate FAST 100 LV,DASH DC, VersiFleece/FAST 100 LV, 1 per 3.2 Min 0.25-inch SECUROCK w SC-30 Grade 33 steel or min. MP-H,H-Shield,SecurShield or H- See Note 2 ft� Gypsum-Fiber Roof Board Flexible FAST,BIAB Flexible FAST,ribbons max.4-inch -45.0 2,500 psi conc. Shield CG (ribbons 6-inch o.c.) o.c.or full coverage. Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by� Robert Nieminen,PE-59166 Appendix 1,Page 8 of 36 �, L� TRI[�IIIY I ERD I TABLE 2A:STEEL oa CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tene-OFF)oe RECOVER SYSTEM TYPE B:MECHANICALLYATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER System Deck Base Insulation Layer Top Insulation Layer No. (See Note 1) Type Fastener Attach Type Attach Roof Cover/Adhesive MDP(psfl Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate 1 per 3.2 FAST 100,FAST 100 LV, VersiFleece/FAST 100,FAST 100 � SC-31 Grade 33 steel or min. MP-H or H-Shield,SecurShield,H- See Note 2 ftZ Min.1.0-inch base insulation DASH DC,Flexible FAST, LV,Flexible FAST,full coverage. -45.0* 2,500 psi conc. Shield CG BIAB(ribbon) Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate FAST 100,FAST 100 LV, 1 per 3.2 Min.0.25-inch Dens Deck VersiFleece/FAST 100,FAST 100 SC-32 Grade 33 steel or min. MP-H or H-Shield,SecurShield,H- See Note 2 ftz Prime DASH DC,Flexible FAST, LV,Flexible FAST,full coverage. -45.0* 2,500 psi conc. Shield CG BIAB(ri6bon) Min.22 ga.,type B, Min.2.0-inch Polyisocyanurate 1 per 4.0 FAST 100,FAST 100 LV, VersiFleece/FAST 100,FAST 100 SC-33 Grade 33 steei or min. MP-H or H-Shield,SecurShield,H- See Note 2 ftZ Min.1.0-inch base insulation DASH DC,Flexible FAST, LV,Flexible FAST,full coverage. -45.0" 2,500 psi conc. Shield CG _ BIAB(ribbon) Min.22 ga.,type B, Min.2.0-inch Polyisocyanurate FAST 100,FAST 100 LV, 1 per 4.0 Min.0.25-inch Dens Deck VersiFleece/FAST 100,FAST 100 SC-34 Grede 33 steel or min. MP-H or H-Shield,SecurShield,H- See Note 2 ft� Prime DASH DC,Flexible FAST, LV,Flexible FAST,full coverage. -45.0* 2,500 psi conc. Shield CG BIAB(ribbon) FAST 100,FAST 100 LV, Min.22 ga.,type B, Min.1.5-inch Polyisocyanurate 1 per 1.6 DASH DC,Flexible FAST, VersiFleece/FAST 100,FAST 100 SC-35 Grade 33 steel or min. MP-H or H-Shield,SecurShield,H- See Note 2 ftZ Min.1.0-inch base insulation B�AB(Ribbon,6-inch LV,Flexible FAST,full coverage. -67.5 2,500 psi conc. Shield CG o.c. -- - - Exterior Research and Design,LLC.d/b/a Trinity� ERD � Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 36 � TRINIIY,ERD TABLE 26:STEEL oa CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TenR-OFF)on RECOVER SYSTEM TYPE C-1:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER Top Insulation Layer System Deck Base Insulation Layer , Roof Cover/Adhesive MDP(ps� No. (See Note 1) Type Fasteners Attach VERSIWELD MEMBRANE APPLICATIONS(SEE NOTE 17�: Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 7/16-inch APA orTECO reted OSB Trufast SIP LD 1 per 3.2 ftZ VersiWeld/Aqua Base 120 BA or 37.5* SC-36 Grade 33 steel layers,any combination,loose laid Fasteners VersiWeld BA Min.22 ga.,type B, (Optional)One or more layers,any VersiWeld/Aqua Base 120 BA or SC-37 Grade 33 steel or min. combination,loose laid Min.1-inch ACFoam II or ENRGY 3 See Note 2 1 per 1.6 ftZ VersiWeld BA -37.5* 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.25-inch SECUROCK Gypsum-Fiber Z SC-38 Grade 33 steel or min. layers,any combination,loose laid Roof Board See Note 2 1 per 2.67 ft VersiWeld/Low VOC BA -37.5'" 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more Min.0.5-inch SecurShield HD or H-Shield Z VersiWeld/VersiWeld BA or Low VOC rad�33-S�e�mi layers,any com ination, oose ai HD ' BA ' 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.25-inch SECUROCK Gypsum-Fiber Z VersiWeld/Aqua Base 120 BA, , SC-40 Grade 33 steel or min. See Note 2 1 per 2.67 ft -37.5 -- --- 2;SOOpsi concrete la�,any combination,loose laid Roof eoard VersiWeld BA or Low VOC BA -- - Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.25-inch SECUROCK Gypsum-Fiber Z VersiWeld/Aqua Base 120 BA, 4 SC-41 Grade 33 steel or min. layers,any combination,loose laid Roof Board See Note 2 1 per 2.0 ft VersiWeld BA or Low VOC BA -45.0 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.50-inch SECUROCK Gypsum-Fiber Z VersiWeld/Aqua Base 120 BA, „ I� SC-42 Grade 33 steel or min. See Note 2 1 per 3.2 ft -45.0 �I layers,any combination,loose laid Roof Board VersiWeld BA or Low VOC BA I 2,500 psi concrete I Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.625-inch SECUROCK Gypsum-Fiber x VersiWeld/Aqua Base 120 BA, * SC-43 Grade 33 steel or min. layers,any combination,loose laid Roof Board See Note 2 1 per 4.0 ft VersiWeld BA or Low VOC BA -45.0 2,500 psi concrete i SC-44 Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 7/16-inch APA or TECO rated OSB Trufast SIP LD 1 per 2.67 ft2 VersiWeld/Aqua Base 120 BA or _q5.0* Grede 33 steel layers,any combination,loose laid Fasteners VersiWeld BA Min.22 ga.,type B, Min.1.5-inch thick,one or more � ' P VersiWeld/Aqua Base 120 BA or SC-45 Grade 33 steel or min. layers,any combination,loose laid Min 7 16-inch APA or TECO rated OSB See Note 2 1 er 3.6 ft2 VersiWeld BA -45.0* 2,500 psi concrete Min.22 ga.,type B, O tional One or more la ers,an Min.1-inch Pol isoc anurate MP-H,H- VersiWeld/A ua Base 120 BA or SC-46 Grade 33 steel or min. �ombination,loose laid Y Y Shield,SecurSh eld,H-Shield CG See IVote 2 1 per 1.6 ftZ VersiWeld BA9 -45.0* 2,500 psi cancrete Min.22 a., e B, Min.1.5-inch ACFoam II,Polyisocyanurete g �p (Optional)One or more layers,any Z VersiWeld/Aqua Base 120 BA or �, SC-47 Grade 33 steel or min. combination,loose laid MP-H,H-Shield,SecurShield,H-Shield CG, See Note 2 1 per 2.0 ft VersiWeld BA �45'o 2,500 psi concrete ENRGY 3 Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization tt9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 10 of 36 _ ^ I . i TRINIIY�ERD TABLE 2B:STEEL oa CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Teaa-OFF)oa RECOVER SYSTEM TYPE C-1:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Roof Cover Adhesive MDP s Base Insulation Layer T e Fasteners Attach � �P� No. (See Note 1) YP Min.22 ga.,type B, (Optional)One or more layers,any Min.1.5-inch Polyisocyanurete MP-H,H- Versico AccuTrac Z VersiWeld A ua Base 120 BA, SC-48 Grade 33 steel or min. combination,loose laid Shield,SecurShield,H-Shield CG with Accu7rec Plate 1 per 3.2 ft VersiWeld BA or Low VOC BA -45.0* 2,500 psi concrete Min.22 ga.,type B, �Optional)One or more layers,any Min.1.5-inch SecurShield HD Composite, Z VersiWeld/VersiWeld BA or Low VOC „ SC-49 Grede 33 steel or min. �ombination,loose laid H-Shield HD Composite See Note 2 1 per 2.0 ft BA -45.0 2,500 psi concrete Min.22 ga.,type B, Min.2.0-inch ACFoam II,Polyisocyanurate VersiWeld A (Optional)One or more layers,any MP-H,H-Shield,SecurShield,H-Shield CG, See Note 2 1 er 4.0 ft� / qua Base 120 BA or _q5.0* SC-50 Grade 33 steel or min. combination,loose laid p 2,500 psi concrete ENRGY 3 VersiWeld BA Min.22 ga.,type B, (Optional)One or more layers,any Min.2.0-inch SecurShield HD Composite, Z VersiWeld/VersiWeld BA or Low VOC „ SC-51 Grade 33 steel or min. �ombination,loose laid H-Shield HD Composite See Note 2 1 per 4.0 ft BA -45.0 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more Min.0.5-inch SecurShield HD or H-Shield VersiWeld/VersiWeld BA or Low VOC SC-52 Grade 33 steel or min. layers,any combination,loose laid HD See Note 2 1 per 2.0 ftx BA -45.0" 2,500 psi concrete _ _-- -Min.-1-:S-inch-Polyisocyanurate-MP- - -- - Min.22 ga.,type B, H,MP-N or MP-W,H-Shield, Z VersiWeld/VersiWeld BA or Low VOC w SC-53 Grade 33 steel or SecurShield,H-Shield CG,ENRGY 3 Min.0.5-inch SecurShield HD Plus See Note 2 1 per 4 ft BA -45.0 structural concrete or ACFoam II Min.22 ga.,type B, Min.1.5-inch thick,one or more z SC-54 Grade 33 steel or min. �ayers,any combination,loose laid Min 7/16-inch APA or TECO rated OSB See Note 2 1 per 1.9 ft VersiWeld/Aqua Base 120 BA -52.5 2,500 psi concrete Min.1.5-inch Polyisocyanurate MP- Min.22 ga.,type B, H,MP-N or MP-W,H-Shield, VersiWeld/VersiWeld BA or Low VOC SC-55 Grade 33 steel or SecurShield,H-Shield CG,ENRGY 3 Min.0.5-inch SecurShield HD Plus See Note 2 1 per 1.78 ftZ BA -60.0 structural concrete or ACFoam II Min.22 ga.,type B, Min.1.5-inch thick,one or more SC-56 Grede 33 steel or min. layers,any combination,loose laid Min 0.5-inch Dens Deck Prime See Note 2 1 per 1.6 ftZ VersiWeld/VersiWeld BA -60.0 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more � SC-57 Grede 33 steel or min. Min 7/16-inch APA or TECO rated OSB See Note 2 1 per 1.9 ft VersiWeld/VersiWeld BA -75.0 2,500 psi concrete layers,any combination,loose laid Min.22 ga.,type B, Min 2.0-inch ACFoam II,Polyisocyanurete SC-58 Grade 33 steel or min. (Optional)One or more layers,any MP-H,H-Shield,SecurShield,H-Shield CG, See Note 2 1 per 1.6 ft2 VersiWeld/VersiWeld BA -75.0 2,500 psi concrete �ombination,loose laid ENRGY 3 Min.22 ga.,type B, (Optional)One or more layers,any Min.2.0-inch SecurShield HD Composite, 2 VersiWeld/VersiWeld BA or Low VOC SC-59 Grade 33 steel or min. combination,loose laid H-Shield HD Composite See Note 2 1 per 1.6 ft BA -75.0 2,500 psi concrete Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5.06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 11 of 36 i M .n L TRINIIY�ERD TABLE 28:STEEL oa CONCRETE pECKS-NEW CONSTRUCTION,REROOF(TEnR-O�F)oa RECOVER SYSTEM TYPE Gl:MECHANICALLYA7TACHED INSULATION,BQNDED ROOF COVER System Deck Base Insulation La er Top Insuiation Layer No. (See Note i) y Type Fasteners Attach �oof Cover/Adhesive MDP(ps� Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.5-inch SECUROCK Gypsum-Fiber SC-60 Grade 33 steel or min, layers,any combination,loose laid Roof Board See Note 2 1 per 1.6 ftZ VersiWeld/Low VpC BA -7S.p 2,Sa0 psiconcrete Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.5-inch SECUROCK Gypsum-Fiber SC-61 Grade 33 steel or min. layers,any combination,loose laid Roof Baard See Note 2 1 per 1.6 ftZ VersiWeld/VersiWeld BA -82.5 2,540 psi cancreta Min.22 ga.,type 8, Min.1.5-inch thick,one or more SC-62 Grade 33 steel or min. ��Yers,any combination,loose laid Min 7/16-inch APA or TECO rated OSB See Note 2 1 per 1 ft� VersiWeld/VersiWeld BA -g7,5 2,500 psiconcrete Min.20 ga.,type B, (Optional)Min.1.5-inch thick,one Min.0.625-inch SECUROCK Gypsum-Fiber SC-63 Grade 33 steel or min. or more layers,any combination, Roaf Soard See Note 2 1 per 1.33 ft2 VersiWeld/VersiWeld BA -112.5 2 540 si concrete loose Iaid Min.18 ga.,type B, Min.2-inch thick,one or more Min.O.S-inch SECUROCK 6ypsum-Fiber SC-64 Grade 33 steel or min. tayers,any cambinatian,loose iaid Roaf Board See Note 2 1 per 1.33 ft2 VersiWeld/VersiWeld BA -1125 � 2,500 psi concreta Min.22 ga.,type B, -Min.-1:5-inch-Polyispcyanurate MP-- - - - — — - ---- H,MP-N or MP-W,N-Shieid, 2 VersiWeid f VersiWetd BA or law VOC SC-65 Grade 33 steet or SecurShield,H-Shield C6,ENRGY 3 M�n.0.5-inch SecurShie(d HD Plas See Note 2 1 per 1.33 ft BA -112.5 structural Concrete pr ACFoam II M3n.22 ga.,type B, Min.1.5-inch thick,one or mare Min.2.0-inch SecurShield HD Com asite, ( SC-66 Grade 33 steel or min. � See Note 2 1 per 1 ftZ VersiWe(d J VersiWe2d BA orlow V4C ��Z 5 2,500 psi concrete layers,any combination,loose laid H-Shield HD Composite gA Min.22 ga.,type B, �pptional}One or more Iayers,any i SC-67 Grade 33 steel or min. combination,loose laid Min 2-inch SecurShield,H-Shield C6 See Note 2 1 per 1 ft� VersiWeld/VersiWeld BA -120.0 I 2,5a0 psi cancrete � Min.22 ga.,type 6, Min.1.5-inch thick,one or more Min 0.5-inch SECUROCK Gypsum-Piber I SC-68 Grade 33 sYeel or min. layers,any combination,loose laid Roof Board See Note 2 1 per 1 ftZ VersiWeld/Low VOC BA -127.5 2,SQ4 psi coacrete ' i Min.22 ga.,type B, Min.1.5-inch thick,one or more SC-69 Grade 33 steel or min. �ayers,any combination,loose laid Min.2.0-inch SecurShield or H-Shield CG See Note 2 1 per 1 ftZ VersiWeld/Low VOC BA -127.5 I 2,540 psi cancrete VERSIFLEECE MEMBRANE ApPLICATIONS�SEE NOTE 17�: Min.22 ga.,rype B, {qPtional}One or mare layers,any tviin.l.5-inch Ppiyisocyanurate MP-N,H- Versico AauTrac VersiFieece f FAST 100 LV or Fiexibte SG70 Grade 33 steel or min. combination,Ioose Iaid Sfiield,SecurShield,H-Shield C6 with AccuTrec Piate �-p�r 3'2 ftZ -45.4" 2,500 psi concrete FAST,futi coverege Min.22 ga.,type B, {pPtional}One or mare layers,any Min.l.S-inch Polyisocyanurate MP-H,H- VersiFleeee f FAST 1d0 or FAST S00 SC-�1 Grade 33 steet or min. See Note 2 1 per 3.2 ft= -45.0* 2,500 psi concrete combination,toose laid Shieid,SecurShield,H-Shieid CG LV,max.12-inch o.c. Eaderior Research and Design,LIC.dJbJa Trinity�ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 12 of 36 �TRINIIY�ERD TABLE 2B:STEEL oe CONCRETE DECKS-NEW CONSTRUCTION,REROOF(TenR-OFF)oR RECOVER SYSTEM TYPE C-1:MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER System Deck Top Insulation Layer Base Insulation Layer e Fasteners Attach Roof Cover/Adhesive MDP(psf) No. (See Note 1) Typ Min.22 ga.,type B, (Optional)One or more layers,any Min.2-inch Polyisocyanurate MP-H,H- VersiFleece/FAST 100 or FAST 100 SC-72 Grade 33 steel or min. combination,loose laid Shield,SecurShield,H-Shield CG See Note 2 1 per 4 ft� LV,max.12-inch o.c. -45.0* 2,500 psiconcrete Min.22 ga.,type B, (pptional)One or more layers,any Min.2-inch SecurShield HD Composite,H- Z VersiFleece/FAST 100 or FAST 100 , SC-73 Grade 33 steel or min. See Note 2 1 per 4 ft -45.0 2,500 psi concrete combination,loose laid Shield HD Composite LV,max.12-inch o.c. Min.22 ga.,type B, Min.1.5-inch thick,one or more VersiFleece/FAST 100,FAST 100 LV, SC-74 Grade 33 steel or min. layers,any combination,loose laid Min 0.25-inch Dens Deck Prime See Note 2 1 per 2.0 ftZ max.12-inch o.c. -45.0* 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more VersiFleece/FAST 100,FAST 100 LV, SC-75 Grade 33 steel or min. layers,any combination,loose laid Min 0.5-inch Dens Deck Prime See Note 2 1 per 2.0 ftZ Flexible FAST,max.12-inch o.c. -45.0* 2,500 psiconcrete Min.1.5-inch Polyisocyanurete MP- Min.22 ga.,type B, H,MP-N or MP-W,H-Shield, VersiFleece/Flexible FAST,max.4 SC-76 Grede 33 steei or SecurShield,H-Shield CG,ENRGY 3 Min.0.5-inch SecurShield HD Plus See Note 2 1 per 4 ft' inch o.c.or full coverage -45.0* structural concrete or ACFoam II _ Min.1.5-inch Polyisocyanurate MP- Min.22 ga.,type B, H,MP-N or MP-W,H-Shield, Z VersiFleece/Flexible FAST,max.4 SC-77 Grede 33 steel or SecurShield,H-Shield CG,ENRGY 3 Min.0.5-inch SecurShield HD Plus See Note 2 1 per 1.78 ft inch o.c.or full coverage -60.0 structural concrete or ACFoam II Min.22 ga.,type B, Min.1.5-inch thick,one or more Z VersiFleece/FAST 100,FAST 100 LV, SC-78 Grade 33 steel or min. layers,any combination,loose laid Min 7/16-inch APA or TECO rated OSB See Note 2 1 per 1.9 ft Flexible FAST,full coverage -75.0 2,500 psi concrete Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.5-inch SECUROCK Gypsum-Fiber 2 VersiFleece/FAST 100,FAST 100 LV, SC-79 Grade 33 steel or min. See Note 2 1 per 1 ft ribbons max.4-inch o.c.or full -82.5 2,500 psi concrete layers,any combination,loose laid Roof Board coverage Min.22 ga.,type B, 1 per 1.9 ftZ Min.1.5-inch thick,one or more VersiFleece/Aqua Base 120 BA, SC-80 Grade 33 steel or min. layers,any combination,loose laid Min 15/32-inch OSB See Note 2 (Carlisle SWF- HydroBond Water-Based -82'S 2,500 psi concrete Z��) �pe B Min.1.5-inch Polyisocyanurate MP- Min.22 ga., H,MP-N or MP-W,H-Shield, VersiFleece/Flexible FAST,ribbons SC-81 Grade 33 steel or SecurShield,H-Shield CG,ENRGY 3 Min.0.5-inch SecurShield HD Plus See Note 2 1 per 133 ftZ max.4-inch o.c.or full coverage -112.5 structural concrete orACFoam II Min.22 ga.,type B, (Optional)One or more layers,any 2 VersiFleece/FAST 100,FAST 100 LV, SC-82 Grade 33 steel or min. �ombination,loose laid Min 2-inch SecurShield,H-Shield CG See Note 2 1 per 1 ft ribbons max.4-inch o.c.or full -135.0 2,500 psi concrete coverege Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization lt9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 13 of 36 TRINIIY l ERD TABLE 2B:STEEL oR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Teaa-OFF)oR RECOVER SYSTEM TYPE C-1:MECHANICA6LY ATTACHED INSULATION,BONDED ROOF COVER System Deck gase Insulation Layer Top Insulation Layer Roof Cover/Adhesive MDP(psf) No. (See Note 1) Type Fasteners Attach Min.22 ga.,type B, Min.1.5-inch thick,one or more VersiFleece/FAST 100,FAST 100 LV, SC-83 Grede 33 steel or min. layers,any combination,loose laid Min 7/16-inch APA or TECO rated OSB See Note 2 1 per 1 ftZ Flexible FAST,full coverage at 0.5 -135.0 2,500 psi concrete gal/sq. Min.22 ga.,type B, Min.1.5-inch thick,one or more Min 0.5-inch SECUROCK Gypsum-Fiber VersiFleece/FAST 100,FAST 100 LV, SC-84 Grade 80 steel or min. layers,any combination,loose laid Roof Board See Note 2 1 per 1 ftZ ribbons max.4-inch o.c.or full -135.0 2,500 psi concrete coverage Min.22 ga.,type B, (Optional)One or more layers,any Min.2.0-inch SecurShield HD Composite, VersiFleece/FAST 100 LV,ribbons SC-85 Grade 33 steel or min. combination,loose laid H-Shield HD Composite See Note 2 1 per 1 ft� max.4-inch o.c.or full coverege -157.5 2,500 psi concrete VERSIWELD QA MEMBRANE APPLICATIONS: Min.22 ga.,type B, (Optional for Recover)Min.1.5- - - � , f-adher - . 2,500 psi concrete combination,loose laid _ Min.22 ga.,type B, (Optional for Recover)Min.1.5- SC-87 Grede 33 steel or min. inch thick,one or more layers,any Min.2-inch Insulfoam SP See Note 2 1 per 2.0 ftZ VersiWeld Qq,self adhered -45.0` ----—2;SOO psi concrete -combination,-loose laid Min.22 ga.,type B, (Optional for Recover)Min.1.5- Min.0.25-inch Dens Deck Prime or SC-88 Grade 33 steel or min. inch thick,one or more layers,any SECUROCK Gypsum-Fiber Roof Board or See Note 2 1 per 2.0 ftZ VersiWeld Qq,self adhered -45.0* 2,500 psi concrete combination,loose laid min 7/16-inch APA orTECO rated OSB Min.22 ga.,type B, (Optional)Min.1.5-inch thick,one Min.1.5-inch Polyisocyanurate MP-H,H- SC-89 Grade 33 steel or min. or more layers,any combination, Shield,SecurShield,H-Shield CG See Note 2 1 per 2.0 ftx VersiWeld QA,self adhered -45.0'" 2,500 psi concrete loose laid Min.22 ga.,type B, (Optional)Min.1.5-inch thick,one Min.2.0-inch Polyisocyanurate MP-H,H- 2 SC-90 Grade 33 steel or min. or more layers,any combination, Shield,SecurShield,H-Shield CG See Note 2 1 per 1.6 ft VersiWeld qq,self adhered -60.0 2,500 psi concrete loose laid Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 14 of 36 TRINITY�ERD TABLE 2C: STEEL DECKS-NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER SYSTEM TYPE C-2: MECHANICALLY ATTACHED INSULATION,PLATE-BONDED ROOF COVER System Deck Attachment No. (See Note 1) Insulation Layer Fasteners Density Roof Cover MDP(psf) Min.22 ga.,type B, Min.1-inch thick,one or HPV-X Fastener and RHINOBOND 1 per 533 ftZ VersiWeld bonded to RHINOBOND Insulation Plate SC-91 Grede 33 steel more layers,any Insulation Plate(TPO)or RHINOBOND (6 parts per 4 x 8 ft board) (TPO)or RHINOBOND TreadSafe Plate(TPO)with -45.0 combination.See Note A. TreadSafe Plate(TPO) Per FM LPDS 1-29;See Note B RHINOBOND tool per manufacturers instructions. Min.1-inch thick,one or HPV-X Fastener and RHINOBOND 1 per 4 ftZ VersiWeld bonded to RHINOBOND Insulation Plate SC-92 Min.22 ga.,type B, more layers,any �nsulation Plate(TPO)or RHINOBOND (8 parts per 4 x 8 ft board) (TPO)or RHINOBOND TreadSafe Plate(TPO)with -52.5 Grade 33 steel combination. See Note TreadSafe Plate(TPO) Per FM LPDS 1-29;See Note B RHINOBOND tool per manufacturers instructions. A. Min.1-inch thick,one or HPV-X Fastener and RHINOBOND 1 per 4 ftZ VersiWeld bonded to RHINOBOND Insulation Piate SC-93 Min.22 ga.,type B, more layers,any Insulation Plate(TPO)or RHINOBOND (8 parts per 4 x 8 ft board) (TPO)or RHINOBOND TreadSafe Plate(TPO)with -60.0 Grade 80 steel combination. See Note TreadSafe Plate(TPOj Per FM LPDS 1-29;See Note B RHINOBOND tool per manufacturer's instructions. Min.1.5-inch thick,one HPV-X Fastener and RHINOBOND VersiWeld bonded to RHINOBOND Insulation Plate Min.22 ga.,type B, or more layers,any Max.6-inch o.c.in rows max.120- SC-94 Insulation Plate(TPO)or RHINOBOND �nch o.c. (TPO)or RHINOBOND TreadSafe Plate(TPO)with -37.5 Grade 80 steel combination, TreadSafe Plate(TPO) RHINOBOND tool per manufadurer's instructions. -- —preliminarily attached ---- Min.1.5-inch thick,one HPV-X Fastener and RHINOBOND VersiWeld bonded to RHINOBOND Insulation Plate Min.22 ga.,type B, or more layers,any Max.12-inch o.c.in rows max.60- SC-95 Insulation Plate(TPO)or RHINOBOND (TPO)or RHINOBOND TreadSafe Plate(TPO)with -37.5 Grade 80 steel combination, inch o.c. preliminarily attached TreadSafe Plate(TPO) RHINOBOND tool per manufacturers instructions. Min.1.5-inch thick,one HPV-X Fastener and RHINOBOND VersiWeld bonded to RHINOBOND Insulation Plate Min.22 ga.,type B, or more layers,any Max.6-inch o.c.in rows max.60- SC-96 Insulation Plate(TPO)or RHINOBOND (TPO)or RHINOBOND TreadSafe Plate(TPO)with -67.5 Grade 80 steel combination, inch o.c. preliminarily attached TreadSafe Plate(TPO) RHINOBOND tool per manufacturer's instructions. Notes: A. For these assemblies,the 8 ft insulation board length is placed perpendicular to the steel deck ribs. B. The plate/fastener combination offset 12 inch from adjacent rows. EMerior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5.06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 15 of 36 I __ TRINIIY I ERD TABLE 2D:STEEL oR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Teae-OFF)oe RECOVER SYSTEM TYPE D-1:INSULATED,MECHANICALLYATTACHED ROOF COVER Insulation Layer System Roof Cover Roof Deck (See Note 14) MDP(ps� No. Type Attach Membrene Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld VERSIWELD MEMBRANE APPLICATIONS�SEE NOTE 17�: " HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-97 Grade 33 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 12-inch o.c. 5.5-inch 138.5-inch o.c. outside -30.0 2,500 psi concrete combination HPV-X Plate HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-98 Grede 33 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 12-inch o.c. 5.5-inch 91-inch o.c. outside -30.0 2,500 psi concrete combination HPV-X Plate HPV-X Fastener steel onl MP in. ga., pe , in. . -i c ,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-99 Grade 80 steei or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 12-inch o.c. 5.5-inch 115-inch o.c. outside -37.5 2,500 psi concrete -combination HPV-X Plate -HP-V-XLFasteners-and-HP-V-X� -- - — Min.22 ga.,type B, Min.1.5-inch,one Plates(steel only)or MP 14-10 Prelim. VersiWeld or 1.5-inch SC-100 Grade 80 steel or min. or more layers,any attach VersiWeld Plus ��oncrete only)or CD-10 12-inch o.c. 5.5-inch 115-inch o.c. outside -45.0 2,500 psi concrete combination (concrete only)Fasteners and HPV-X Plates HPV-X Fasteners(steel only),MP Min.18 ga.,type B, Min.1.5-inch,one Prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-SO1 Grede 33 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 12-inch o.c. 5.5-inch 115-inch o.c. outside -45.0 2,500 psi concrete combination HPV-X Plates HPV-XL Fasteners and HPV-XL Min.�22 ga.,type B, Min.1.5-inch,one Plates(steel only)or MP 14-10 Prelim. VersiWeld or 1.5-inch SC-102 Grade 33 steel or min. or more layers,any attach VersiWeld Plus (concrete only)or CD-10 12-inch o.c. 5.5-inch 91-inch o.c. outside -45.0 2,500 psi concrete combination (concrete only)Fasteners and HPV-X Plates HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-103 Grade 80 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 12-inch o.c. 5.5-inch 91-inch o.c. outside -45.0 2,500 psi concrete combination HPV-X Plate HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prefim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-104 Grade 80 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 12-inch o.c. 5.5-inch 114.5-inch o.c. outside -45.0 2,500 psi concrete combination HPV-X Plate Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 16 of 36 .� ' I - � TRINITY`ERD TABLE 2D:STEEL oe CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Teaa-OFF)oa RECOVER SYSTEM TYPE D-1:INSULATED,MECHANICALLY ATTACHED ROOF COVER Insulation Layer Roof Cover System Roof Deck (See Note 14) MDP(psf) No. Type Attach Membrane Fasteners FastenerSpacing LapWidth LapSpacing SeamWeld HPV-X Fastener(steel oniy),MP ' Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-SO 1.5-inch SC-105 Grade 33 steel or min. or more layers,any 6-inch o.c. 5.5-inch 91-inch o.c. -52.5 attach VersiWeld Plus (concrete only)Fasteners and outside 2,500 psi concrete combination HPV-X Plate HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-106 Grade 33 steel or min. or more layers,any 6-inch o.c. 5.5-inch 138.5-inch o.c. -52.5 attach VersiWeld Plus (concrete only)Fasteners and outside 2,500 psi concrete combination HPV-X Plate HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-107 Grede 33 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 12-inch o.c. 5.5-inch 42.5-inch o.c. outside -52.5 +� - ae � HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-108 Grade 33 steel or min. or more layers,any 12-inch o.c. 5.5-inch 54.5-inch o.c. -60.0 attach VersiWeld Plus (concrete only)Fasteners and outside _ _ 2;500 psi concrete -eombination HPV-X Plate HPV-XL Fasteners and HPV-XL Min.22 a., e B, Min.1.5-inch,one Plates(steel oniy)or MP 14-10 g �P Prelim. VersiWeld or 1.5-inch SC-109 Grade 33 steel or min. or more layers,any attach VersiWeld Plus (concrete only)or CD-10 6-inch o.c. 5.5-inch� 138.5-inch o.c. outside -60.0 2,500 psi concrete combination (concrete only)Fasteners and HPV-X Plates HPV-X Fasteners(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-110 Grade 80 steel or min. or more layers,any 6-inch o.c. 5.5-inch 138.5-inch o.c. -60.0 2,500 psi concrete com6ination attach VersiWeld Plus (concrete only)Fasteners and outside HPV-X Plate Min.1.5-inch,one or more layers,any HPV-X Fastener(steel only),MP Min.22 ga.,type B, combination(opcional Loose VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-111 Grade 33 steel or min. 6-inch o.c 5.5-inch 91-inch o.c. -60.0 for recover)followed laid VersiWeld Plus (concrete only)Fasteners and outside 2,500 psi contrete by 3/8-inch Insulfoam HPV-X Plate R-Tech EPS orFan-Fold HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-112 Grade 33 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 6-inch o.c. 5.5-inch 90.5-inch o.c. outside -67.5 2,500 psi concrete combination HPV-X Plate HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10(concrete only)or CD-10 1.5-inch SC-113 Grede 80 steel or min. or more layers,any attach VersiWeld Plus (concrete only)Fasteners and 9-inch o.c. 5.5-inch 54.5-inch o.c. outside -�5.0 2,500 psi concrete combination HPV-X Plate Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 17 of 36 c i ' . I . I - . I � TRIf�lI1Y�ERD TABLE 2D:STEEL oa CONCRETE DECKS-NEW CON5TRUCTION,REROOF(TeaR-OFF)oa RECOVER SYS1'EM TYPH D-1:INSULATED,MECHANICALLY ATTACHED ROOF COVER tnsulation layer System Roof Deck (See Note 14J Roof Cover No. MDP(PSfl Type Attach Membrane Fasteners Fastener Spacing Cap Width Cap Spacing Seam Weld HPV-X Fastener(steel only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. VersiWeld or 14-10 concrete onl or CD-10 � Y� 1.5-inch SC-114 Grade 33 steel or min. ot mare layers,any attach Vers'sWetd Ptus {concrete onty)Fasteaers and 6-Inch o.c. 5.5-inch 42.5-inch o.c. outside ��2'S 2,500 psi concrete combination HPV-X Plate HPU-X Fastener(steel only),MR Min.22 ga.,type B, Min.1.5-inch,ane prelim. VersiWeld or 14-SQ concrete ont or CD-10 SC-11S Grade 80 steel or min. or more layers,any { Y� 6-inch o.c. 5.5-inch 54.5-inch o.c. 1.5-inch attach VersiWeld Plus {concrete only)Fasteners and outside -�0.0 2,500 psi concrete cpmbination HPU-X Plate V ERSIFLEECE APPUCATION5: Min.22 ga.,type B, Min.1.5-inch,one HPV-X Fasteners(steel only),MP - G?ade 8Q'St e r . Arelim. 14-10 Concrete onI or CD-SO _ , _�� -mc o.C. - p.p 2,500 psi cancrete combination attach (concrete only)Fasteners and outside HPV-X Plates HPV-X�Faste�ers and HPV-XL --- -Min.-22-ga.,type-B,—-Min.-1.5-inch,-one—-— _P_lates_(steeLonly)_or_MP_14=10—�. 1.5-inch^ Prelim. SG127 Grade 80 steel or min. or more layers,any attach VersiFleece (concrete only)or CD-10 12-inch o.c. 5.5-inch 115-inch o.c. outside -37.5 2,Sd0 psi concrete combination {concrete anly}pasteners and HPV-X Plates HPV-X Fasteners(steet onlyj,Mp Min.22 ga.,Lype B, Min.1.5-inch,ane prelim. 14-Sd concrete onI or CD-Sd SC-118 Grade 80 steel or min. or more layers,any VersiFleece t Y} 6-inch o.c. 5.5-inch 139-inch o.c. �•5-intfi -37.5 2,500 psi concrete cambinatian attach (concrete only)Fasteners and outside HPV-X Piates HPV-X Fasteners(steei only),MP Min.22 ga.,type B, Min.1.5-inch,one prelim. 14-10 concrete onl or CD-10 SC-119 Grade 8�steel or min. or more layers,any VersiFleece � Y� 6-inch o.c. 5.5-inch 91-inch o.c. 1.5-inch �0 Q 2,500 psi concrete combination attach (concrete aniy)Fasteners and outside HPV-X P(ates E�erior Research and Deslgn,L�C.djbJa Trinity�ERD Evaluation Report C35236.11.10-RS for F1.142d7-R6 Certificate of Authorization#9503 Revision 5:O6/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 18 of 36 � . � TRI�IITY I ERD TABLE 2E:STEEL oR CONCRETE DECKS-NEW CONSTRUCTION,REROOF(Tean-OFF)oa RECOVER SYSTEM TYPE D-2:INSULATED,MECHANICALLY ATTACHED ROOF COVER(RUSS STRias) System Insulation Roof Cover MDP sf No. Deck Type Attach Membrene Fasteners Attachment p HPV-X Fasteners(steel only), VersiWeld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Min.22 ga.,type B, One or more the insulation spaced 138-inch o.c. The plates are centered over each Prelim. VersiWeld or MP 14-10(concrete only)or stri and fastened 6-inch o.c. Roof cover adhered to each stri b first -30.0 SC-120 Grade 80 steel or min. layers,any attached VersiWeld Plus CD-10(concrete only) P P Y 2,500 psi concrete combination Fasteners and HPV-X Plates Priming with TPO Primer at the strip location,then rolling into place with a hand roller. HPV-X Fasteners(steel only), VersiWeld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Min.22 ga.,type B, One or more the insulation spaced 114-inch o.c. The plates are centered over each Prelim. VersiWeld or MP 14-10(concrete oniy)or stri and fastened 6-inch o.c. Roof cover adhered to each stri b first -45.0 SC-121 Grede 80 steel or min. layers,any attached VersiWeld Plus CD-10(concrete only) P p y 2,500 psi concrete combination Fasteners and HPV-X Plates Priming with TPO Primer at the strip location,then rolling into place with a hand roller VersiWeld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Min.22 ga.,type B, One or more e insu a ion space -inc o.c. e p ates are centere over each strip Prelim. VersiWeld or MP 14-10(concrete only)or and fastened 6-inch o.c. Roof cover adhered to each stri b first rimin -52.5 SC-122 Grade 80 steel or min. layers,any attached VersiWeld Plus CD-10(concrete only) p Y p g 2,500 psi concrete combination Fasteners and HPV-X Plates With TPO Primer at the strip location,then rolling into place with a hand roller - HPV-X Fasteners(steel only), VersiWeld TPO 10-inch Pressure-Sensitive RUSS strips are applied over Min.22 ga.,type B, One or more the insulation spaced 120-inch o.c. The plates are centered over each Prelim. VersiWeld or MP 14-10(concrete only)or stri and fastened 6-inch o.c. Roof cover adhered to each stri b first -60.0 SC-123 Grade 80 steel or min. layers,any P p Y attached VersiWeld Plus CD-10(concrete only) rimin with HP-250 Primer at the stri location,then rollin into lace 2,500 psi concrete combination Fasteners and HPV-X Plates With a hand roller. p g P VersiWeld TPO 10-inch Pressure-Sensitive RUSS strips are applied over HPV-X Fasteners(steel only), the insulation s aced 60-inch o.c. The lates are centered over each stri Min.22 ga.,type B, One or more P P p Prelim. VersiWeld or MP 14-10(concrete only)or and fastened 12-inch o.c. Roof cover adhered to each stri b first -60.0 SC-124 Grade 80 steel or min. layers,any P Y attached VersiWeld Plus CD-10(concrete only) rimin with HP-250 Primer at the stri location,then rollin into lace 2,500 psi concrete combination Fasteners and HPV-X Plates P g P g p with a hand roller . . Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 - Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 19 of 36 TRINIIY I ERD i TABLE 3A:CONCRETE DECKS-NEW CONSTRUCTION oa REROOF(TenR-OFF) li SYSTEM TYPE A-3A:BONDED INSULATION,BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover No. Roof Deck TyPe Attach Type Attach Membrane Application MDP(psf) VERSIWELD MEMBRANE APPLICATIONS�SEE NOTE 17�: Strudural Min.0.5-inch Polyisocyanurate MP-H or H- B�AB (Optional)Min.0.5-inch gIAB VersiWeld Aqua Base 120 BA -45.0 c-1. �oncrete Shield base insulation Min.0.25-inch �Z Structural Min.1.5-inch Polyisocyanurate MP-H,H-Shield, B�AB SECUROCK Gypsum- BIAB VersiWeld VersiWeld BA,LVOC g�5 concrete SecurShield,H-Shield CG Fiber Roof Board BA Min.1.5-inch Polyisocyanurete MP-H,MP-N, Structurel MP-W,H-Shield,SecurShield,H-Shield CG, B�AB Min.0.5-inch Versico gIAB VersiWeld VersiWeld BA -157.5 C3. concrete ENRGY 3,ACFoam II,Pactiv GreenGuard or Recovery Board Foamular 150 or Min.1.0-inch Dow Styrofoam �� {�fl��fe�G�af�� BIAB � � BIAB VersiWeld VersiWeld BA -157.5 C-4' concrete or Min.1.0-inch Dow Styrofoam Deck Prime Structural Min.0.5-inch Polyisocyanurate MP-H or H- (Optional)Min.0.5-inch VersiWeld BA or LVOC C-5. concrete Shield BIAB 81AB VersiWeld -157.5 base insulation BA Structurel Min.1.5-inch Polyisocyanurate MP-H,MP-N, Min.0.25-inch Dens C•6. �oncrete MP-W,H-Shield,SecurShield,H-Shield CG, BIAB Deck Prime BIAB VersiWeld VersiWeld BA -232.5 ENRGY 3,ACFoam II Structural Min.2-inch Polyisocyanurate MP-H or H-Shield, gIAB None N/A VersiWeld VersiWeld BA -240.0 �-�' concrete SecurShield,H-Shield CG FAST 100,FAST 100 LV Structural Min.0.5-inch Polyisocyanurate MP-H or H- (Optional)Min.0.5-inch FAST 100,FAST 100 LV or �_g, or Flexible FAST base insulation Flexible FAST ribbon VersiWeld Aqua ease 120 BA -45.0 concrete Shield (ribbon) � � Structural Min.1.5-inch Polyisocyanurate MP-H,H-Shield, FAST 100 LV,DASH DC, Min.0.25-inch FAST 100 LV,DASH DC, �_g. SECUROCK Gypsum- VersiWeld LVOC BA -127.5 concrete SecurShield,H-Shield CG Flexible FAST(ribbon) Fiber Roof Board Flexible FAST(ribbon) M i n.0.25-i nch Strudural Min.1.5-inch Polyisocyanurete MP-H,H-Shield, FAST 100 LV,DASH DC, FAST 100 LV,DASH DC, VersiWeld BA or Aqua C-1o. SECUROCK Gypsum- VersiWeld -157.5 concrete SecurShield,H-Shield CG Flexible FAST(ribbon) Fiber Roof Board Flexible FAST(ribbon) Base 120 BA FAST 100,FAST 100 LV Structural Min.0.5-inch Polyisocyanurate MP-H or H- (Optional)Min.0.5-inch FAST 100,FAST 100 LV or VersiWeld BA or LVOC C-11. �oncrete Shield or Flexible FAST base insulation Flexible FAST(ribbon) VersiWeld BA -157.5 (ribbon) Min.1.5-inch Polyisocyanurate MP-H,MP-N, FAST 100,FAST 100 LV, FAST 100,FAST 100 LV, Structural MP-W,H-Shield,SecurShield,H-Shield CG, DASH DC,Flexible FAST Min.0.25-inch Dens DASH DC,Flexible FAST, VersiWeld VersiWeld BA -232.5 C-12. concrete ENRGY 3,ACFoam II,Pactiv GreenGuard or Deck Prime Foamular 150 or Min.1.0-inch Dow Styrofoam �ribbon) BIAB(ribbon) Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 20 of 36 _ a TRINIIY I ERD TABLE 3A:CONCRETE DECKS-NEW CONSTRUCTION oe REROOF(TEna-OFF) SYSTEM TYPE A-1A:BONDED INSULATION,BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover Roof Deck MDP(psf) No. Type Attach Type Attach Membrane Application FAST 100,FAST 100 LV, Structurel Min.2-inch Polyisocyanurete MP-H or H-Shield, DASH DC,Flexible FAST None N/A VersiWeld VersiWeld BA -240.0 C-13. concrete SecurShield,H-Shield CG (ribbon) Min.1.5-inch Polyisocyanurate MP-H,MP-N, Structural MP-W,H-Shield,SecurShield,H-Shield CG, FAST 100,FAST 100 LV, Min.0.5-inch Versico FAST 100,FAST 100 LV, C-14. concrete ENRGY 3,ACFoam II,Pactiv GreenGuard or Flexible FAST(ribbon) Recovery Board Flexible FAST(ribbon) VersiWeld VersiWeld BA 322.5 Foamular 150 or Min.1.0-inch Dow Styrofoam Structurel C-15. concrete Min.1.5-inch Insulam(GYP) Flexible FAST(full) None N/A VersiWeld LVOC BA -127.5 C-16. Structurei Min.1.5-inch Insulam(GYP) Flexible FAST(full) None N/A VersiWeld VersiWeld BA or Aqua _157.5 concrete Base 120 BA C-17. concrete Shield or Flexible FAST(full) base insulation Flexible FAST(full) ersi e BA -157.5 (Optional)Polyisocyanurate MP-H,MP-N,or Structural FAST 100,FAST 100 LV, Polyisocyanurate MP- FAST 100,FAST 100 LV, C-is. concrete MP-W,ENRGY 3,H-Shield,SecurShield,H- Flexibie FAST(full) HNB,H-Shield NB Flexible FAST(full) VersiWeld VersiWeld BA -187.5 -Shield GG,-or-AC-Foam II Structural C-19' concrete Min.1.5-inch Insulam(WF) Flexible FAST(full) None N/A VersiWeld VersiWeld BA -255.0 Structural Min.1-inch Polyisocyanurate MP-H or H-Shieid, FAST 100,FAST 100 LV,� None N/A VersiWeld VersiWeld BA 352.5 c-zo. �oncrete SecurShield,H-Shield CG Flexible FAST(full) Min.0.25-inch C-21. Structurel Min.1.5-inch Polyisocyanurate MP-H,H-Shield, OB500 SECUROCK Gypsum- 08500 VersiWeld VersiWeld BA,LVOC _120.0 concrete SecurShield,H-Shield CG Fiber Roof Board BA �ZZ Structural Min.1'.5-inch ACFoam II,Polyisocyanurate MP- OB500 (Optional)Additional OB500 VersiWeld Aqua Base 120 BA -127.5 concrete H,H-Shield,SecurShield,H-Shield CG,ENRGY 3 layers of base insulation Structural (�Ptional)Min.1.5-inch ACFoam II, Min.0.25-inch Dens C-23. �oncrete Polyisocyanurate MP-H,H-Shield,SecurShield, OB500 Deck or Dens Deck OB500 VersiWeld Aqua Base 120 BA -127.5 H-Shield CG,ENRGY 3 Prime Structural Min.1.5-inch ACFoam II,Polyisocyanurate MP- 08500 (Optional)Additional OB500 VersiWeld VersiWeld BA -150.0 C-24. concrete H,H-Shield,SecurShield,H-Shield CG,ENRGY 3 layers of base insulation Structural �Optional)Min.1.5-inch ACFoam II, Min.0.25-inch Dens C-25. concrete Polyisocyanurate MP-H,H-Shield,SecurShield, OB500 Deck or Dens Deck OB500 VersiWeld VersiWeld BA -150.0 H-Shield CG,ENRGY 3 Prime Min.0.25-inch . C-26. Structurel Min.2-inch Polyisocyanurate MP-H,H-Shield, OB500 SECUROCK Gypsum- OB500 VersiWeld VersiWeld BA or Aqua _247.5 concrete SecurShield,H-Shield CG Fiber Roof Board Base 120 BA VERSIPLEECE MEMBRANE APPUCATIONS(SEE NOTE 17�: � Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C35230.11.10-RS for FL14207-R6 i Certificate of Authorization#9503 Revision 5.06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 21 of 36 r, TRINITY�ERD TABLE 3A:CONCRETE DECKS-NEW CONSTRUCTION oR REROOF(Teaa-OFF) SYSTEM TYPE A-1A:BONDED INSULATION,BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover Roof Deck MDP(psf) No. Type Attach Type Attach Membrene Application Min.1-inch Polyisocyanurate MP-H,MP-N or FAST 100,FAST 100 LV, FAST 100,FAST 100 LV, FAST 100,FAST 100 Structural MP-W,H-Shield,SewrShield,H-Shield CG, Min.0.25-inch Dens C-27 concrete ENRGY 3,AC Foam II or min.1.5-inch Pactiv DASH DC,Flexible FAST, Deck Prime DASH DC,Flexible FAST, VersiFleece LV,Flexible FAST, 37.5 I GreenGuard Extruded Polystyrene BIAB(ribbon) BIAB(ribbon) ribbons 12-inch o.c. Min.0.5-inch FAST 100,FAST 100 LV, FAST 100,FAST 100 LV, Min.1.5-inch Polyisocyanurate MP-H,H-Shield, SecurShield HD, FAST 100,FAST 100 Structural DASH DC,Flexible FAST, DASH DC,Flexible FAST, C-28' concrete SecurShield or H-Shield CG or min.1-inch gIAB(ribbon or full SecurShield HD Plus,H- gIAB(ribbon or full VersiFleece LV,Flexible FAST, -90.0 Insulfoam I or Insulfoam VIII coverage) Shield HD or H-Shield coverage) ribbons 6-inch o.c. HD 90 Structurel FAST 100 LV,Flexible Min.0.25-inch FAST 100 LV,Flexible FAST, FAST 100 LV,Flexible C-29' concrete Min.1-inch Insulfoam I or Insulfoam VIII FAST,BIAB(ribbon or SECUROCK Gypsum- BIAB(ribbon or full VersiFleece FAST,ribbons 4-inch -127.5 full coverage) Fiber Roof Board coverage) o.c. FAST 100,FAST 100 LV, FAST 100,FAST 100 Structurel Min.0.5-inch base FAST 100,FAST 100 LV,BIAB C3o. �oncrete Min.0.5-inch Polyisocyanurete MP-H,H-Shield BIAB(ribbon or full insulation (ribbon or full coverage) VersiFleece LV,ribbons 12-inch -157.5 coverege) o,c. ___ FAST_100_LV DASH DC,__Min_0,5_inch �A_ST�.OQLV,_DASH�C, _EASTS00_LV,_Flexible— ________ ______ _ C-31. Structu�al—-Min.-1=inch Polyisocyanurate INIP=FI or H=Sfiietd,- Flexible FAST,BIAB SecurShield HD or H- Flexible FAST,BIAB(ribbon VersiFleece FAST,ribbons 4-inch -157.5 concrete SecurShield,H-Shield CG (ribbon or full coverage) Shield HD or full coverage) o.c. Min.1.5-inch Polyisocyanurate MP-H,MP-N, Structurel MP-W,H-Shield,SecurShield,H-Shield CG, Min.0.5-inch Versico FAST 100,FAST 100 c-32. �oncrete ENRGY 3,ACFoam II,Pactiv GreenGuard or B�AB Recovery Board B�AB VersiFleece LV,Flexible FAST,full -157.5 Foamular 150 or Min.1.0-inch Dow Styrofoam coverage. Min.1.5-inch Polyisocyanurete MP-H,MP-N, Min.1.5-inch FAST 100,FAST 100 LV, FAST 100,FAST 100 LV, Structural MP-W,H-Shield,SecurShield,H-Shield CG, SecurShield HD FAST 100 LV,full c-33. �oncrete ENRGY 3,ACFoam II,Pactiv GreenGuard or DASH DC,Flexible FAST Composite,H-Shield HD DASH DC,Flexible FAST VersiFleece coverage -2g5.0 Foamular 150 or Min.1.0-inch Dow Styrofoam �ribbon) Composite (ribbon) Min.1.5-inch Polyisocyanurate MP-H,MP-N, Structural MP-W,H-Shield,SecurShield,H-Shield CG, FAST 100,FAST 100 LV, Min.0.5-inch Versico FAST 100,FAST 100 LV, FAST 100,FAST 100 C-34. �oncrete ENRGY 3,ACFoam II,Pactiv GreenGuard or Flexible FAST(ribbon) Recovery Board Flexible FAST(ribbon) VersiFleece LV,Flexible FAST,full -330.0 Foamular 150 or Min.1.0-inch Dow Styrofoam coverege. (Optional)Polyisocyanurate MP-H,MP-N,or FAST 100,FAST 100 Structural FAST 100,FAST 100 LV, Polyisocyanurete MP- FAST 100,FAST 100 LV, c-35. concrete MP-W,ENRGY 3,H-Shield,SecurShield,H- Flexible FAST(full) HNB,H-Shield NB Flexible FAST(full) VersiFleece LV,Flexible FAST,full -187.5 Shield CG,or AC Foam II coverage. Strudural FAST 100 LV,full C-36. concrete Min.1-inch Insulfoam SP FAST 100 LV(full) None N/A VersiFleece coverage -330.0 Structural Flexible FAST,full C-37 �oncrete Min.1-inch Insulfoam SP Flexible FAST(full) None N/A VersiFleece coverage -365.0 Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization N9503 Revision 5.06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 22 of 36 . TRINITY I ERD TABLE 3A:CONCRETE DECKS—NEW CONSTRUCTION oa REROOF(TEna-OFF) n SYSTEM TYPE A-lA:BONDED INSULATION,BONDED ROOF COVER System Base Insulation Layer Top Insulation Layer Roof Cover Roof Deck MDP(psf) No. Type Attach Type Attach Membrene Application ' Structural Min.1.5-inch SecurShield HD Composite,H- FAST 100,FAST 100 LV, FAST 100 LV,full C38. None N/A VersiFleece -427.5 concrete Shield HD Composite Flexible FAST(full) coverage Structural Min.1-inch Pol iso anurate MP-H,H-Shield, FAST 100 LV,Flexible (Optional)Min.1-inch FAST 100 LV,Flexible FAST FAST 100 LV,Flexible Y �Y C39. VersiFleece -427.5 concrete SecurShield or H-Shield CG FAST(full) base insulation (full) FAST,full coverage (Optional)One or more layers min.7/16-inch FAST 100,FAST 100 Structural Min.7/16-inch APA rated OSB,0.25-inch Dens FAST 100,FAST 100 LV, APA rated OSB,0.25- FAST 100,FAST S00 LV, VersiFleece LV,Fiexible FAST,full -457.5 C-40. concrete Deck or thick Dens Deck Prime Flexible FAST(full) Flexible FAST(full) inch Dens Deck or thick coverege. Dens Deck Prime Min.7/16-inch APA Polyisocyanurate MP-H,MP-N,or MP-W, FAST 100,FAST 100 Structural FAST 100,FAST 100 LV, reted OSB,0.25-inch FAST 100,FAST 100 LV, C-ai. �oncrete ENRGY 3,H-Shield,SecurShield,H-Shield CG,or Flexible FAST(full) Dens Deck or thick Dens Flexible FAST(full) VersiFleece LV,Flexible FAST,full -457.5 Deck Prime Structural Min.0.5-inch base FAST 100,FAST 100 ��z' concrete Min.0.5-inch Polyisocyanurete MP-H,H-Shield OB500 insulation OB500 VersiFleece LV,ribbons 12-inch -157.5 _o.c. — VERSIFLEECE AC MEMBRANE APPLICATIONS: Strudural VersiFleece C-a3. concrete Min.0.5-inch Versico Recovery Board HA None HA A� Hot Asphalt -150.0 One or more layers min.1.5-inch �� Structural Polyisocyanurate MP-H,MP-N,MP-W,ACFoam HA Min.0.5-inch Versico HA VersiFleece Hot Asphalt -150.0 concrete II,H-Shield,SecurShield,H-Shield CG,ENRGY 3 Recovery Board AC or ISO 95+GL VERSIWELD QA M EMBRANE APPLICATIONS: (Optional)One or more layers,min.1-inch FM Structural FAST 100,FAST 100 LV, Min.2-inch Insulfoam FAST 100,FAST 100 LV, VersiWeld c-45. �oncrete APProved EPS(BASF,NOVA,or Huntsman Flexible FAST(full) SP Flexible FAST(full) Qp, Self-adhered -315.0 beads) Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 23 of 36 TRI�I�,�ERD TABLE 38:CONCRETE DECKS—NEW CONSTRUCTION oR REROOF(Teaa-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Roof Cover No. Deck Primer Type Attach MDP(psf) -VERSIFLEECE MEMBRANEAPPLICATIONS(SEE NOTE 17�:; - _ - " C-46. Gypsum concrete None VersiFleece FAST 100,FAST 100 LV,Flexibie FAST,full coverege. -295.0 I C-47 Structural concrete None VersiFleece FAST 100,FAST 100 LV,Flexible FAST,full coverege. -495.0 , VERSIFLEECE AC M EMBRANE APPLICATIONS: ' C-a8. Structural concrete None VersiFleece AC Hot Asphalt — _g7,5 C-49. Structural concrete CCW-702 or cut-back VersiFleece AC Hot Asphalt primer at 250-300 ftZ/gal -495.0 VERSIWELD Q/�MEMBMNE APPLICATIONS: ' � c-so. Structural concrete None VersiWeld QA Seif-adhered -425.0 Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 24 of 36 �, � �� ., TRII�IIIY�ERD TABLE4A:LIGHTWEIGHTCONCRETEDECKS-NEWCONSTRUCTIONOaREROOF(TeaR-OFF) SYSTEM TYPE A-1A:BONDED INSULATION,BONDED ROOF COVER Deck Baselnsulation Layer Coverboard System (See Note 1) , Roof Cover/Adhesive MDP(ps� No. Struct LWC Type Attachment Type Attachment Min.1-inch Min.250 psi,Min.2-inch Polyisocyanurate LWC-1 Structurel thick,Elastizell Range II MP-H or H-Shield, FAST 100,FAST 100 LV, (Optional)Additional FAST 100,FAST 100 LV, VersiWeld/VersiWeld BA -340.0 concrete LWIC SecurShield,H-Shield Flexible FAST(full) layers base insulation Flexible FAST(full) CG TABLE 4B:LIGHTWEIGHT CONCRETE DECKS-NEW CONSTRUCTION oe REROOF(TeAa-OFF) SYSTEM TYPE A-2:MECHANICALLY ATTACHED ANCHOR SHEET,BONDED INSULATION,BONDED ROOF COVER eC Anchar Sheet Insulation System (See Note i) Roof Cover/ MDP(psf) No. Adhesive Struct. LWC Type Fasteners Attach Base Top Attach Min.1.0-inch Min.22 ga.,Type Min.250 psi, -9=inth-o.-c.-in�the-3=in�h-side -Min-].:0=inch— -- OMG CR Polyisocyanurate MP-H, LWC-2 B�Grade 33 vented Min.2-inch thick, Perma Ply lap and 9-inch o.c.in two Versico Hot VersiFleece AC/ steel or structurel Elastizell Range II 2g Assembled Base staggered rows in the MP-N or MP-W,H-Shield, Recovery asphalt Hot asphalt -45.0 Sheet Fasteners SecurShield,H-Shield CG,AC concrete LWIC center of the sheet Foam II,or ENRGY 3 Board Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 I Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 25 of 36 � ` r, TRIN��(�ERD TABLE 4C-1:LIGHTWEIGHT CONCRETE OVER STEEL DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER Deck(See Note 1) Roof Cover System Surface Supplemental Attachment MDP(psf) NO• Struct.Deck LWIC Type Attach Treatment Fasteners Density VERSIWELD MEMBRAIVE APPLICATIONS(SEE NOTE 17�: ' • Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch Aqua Base 120 BA or LWC-3 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None None N/A VersiWeld VersiWeld BA -60.0 attached 6-inch o.c. min.1-inch EPS holey board). See Note A. ; Min.22 ga.,Type B,Grade 33 Min.38 pcf wet cast density,min.200 psi,min.1.625-inch LWC-4 steel at max.4 ft spans thick Celcore MF Cellular Concrete followed by min.1-inch Celcore PVA None N/A VersiWeld VersiWeld BA -67.5 attached 6-inch o.c. EPS holey board with min.2.0-inch thick top slurry coat. See Note A. Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with - s ee a max. spans � Z A ua Base 120 BA or -67.5 attached 6-inch o.c. min.1-inch EPS holey board). See Note A. Fastening Plate VersiWeld BA See Note B Min.22 ga.,Type B,Grade 33- Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with Z Aqua Base 120 BA or -120.0 LWC-6 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None HPV Insulation 1 per 1 ft VersiWeld attached 6-inch o.c. min.1-in i EPS F�oley board).See Note A. –�tening Plate VersiWeld_BA �ee_Note-e——__ _ ______ _ _I VERSIFLEECE MEMBRANE APPLICATIONS(SEE NOTE 17�: Min.22 ga.,Type e,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch LWC-7 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None None N/A VersiFleece Aqua Base 120 BA -60.0 attached 6-inch o.c. min.1-inch EPS holey board). See Note A. FAST 100,FAST 100 LV, Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch Flexible FAST,ribbons LWC-8 steei at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without Celcore PVA None N/A VersiFleece max.4inch o.c.or full -60.0 attached 6-inch o.c. min.1-inch EPS holey board). See Note A. coverege. Min.38 pcf wet cast density,min.200 psi,min.1.625-inch FAST 100,FAST 100 LV, Min.22 ga.,Type B,Grade 33 thick Celcore MF Cellular Concrete followed by min.1-inch Flexible FAST,ribbons LWC-9 steel at max.4 ft spans EPS holey board with min.2.0-inch thick top slurry coat. Celcore PVA None N/A VersiFleece max.4-inch o.c.or full -67.5 attached 6-inch o.c. See Note A. coverage. Min.22 ga.,Type B,Grede 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with LWC-10 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None HPV Insulation 1 per 9 ftZ VersiFleece Aqua Base 120 BA -67.5 attached 6-inch o.c. min.1-inch EPS holey board). See Note A. Fastening Plate see Note B Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with LWC-11 steel at max.6 ft spans thick Celcore MF Celiular Concrete(cast with or without None HPV Insulation 1 per 1 ftZ VersiFleece Aqua Base 120 BA -120.0 attached 6-inch o.c. min.1-inch EPS holey board). See Note A. Fastening Plate see Note e Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with FAST 100,FAST 100 LV, LWC-12 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without Celcore PVA HPV Insulation 1 per 9 ftZ VersiFleece Flexible FAST,ribbons -67.5 attached 6-inch o.c. min.1-inch EPS holey board). See NoteA. Fastening Plate max.4-inch o.c.orfull seeNores coverage. Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5.06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 26 of 36 � - F; TRINIIY,ERD TABLE 4C-1:LIGHTWEIGHT CONCRETE OVER STEEL DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER Deck(See Note i) Roof Cover System Su IementalAttachment MDP sf No Surface pp (P ) Struct.Deck �W�� Treatment Type Attach Fasteners Density Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with FAST 100,FAST 100 LV, LWC-13 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without Celcore PVA HPV Insulation 1 per 1 ftZ VersiFleece Flexible FAST,ribbons -120.0 attached 6-inch o.c. min.1-inch EPS holey board). See Note A. Fastening Plate max.4-inch o.c.or full 5ee Note e coverage. Note A.J If the LWC to be used on ihe project is not Celcore MF,or if the LWC is existing in a re-roof(tear-ojfJ condition,compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in occordonce with ASTM C495(for new pourJ or ASTM C109(for existing)and shall yield o minimum 200 psi result. Field withdrawal resistonce testing in accordance with TA5105 or ANSI/SPRI FX-1 and shall yield on average withdrawal performance not less thon SS lbf with an ES Produd FM-90 Base Sheet Fastener. If question exists as to the adhesion to the LWCsurfoce,field testing in occordance with ASTM E907 or FM CPDS 1-29 is recommended.All testing shall be perfarmed by an accredited testing agency acceptoble to the AHJ. Note B.J Linear interpolation between supplemental attochment at 1 per 9 ftz for-67.5 psf ond 1 per 1 ftz for-120.0 psf is permissible. Such interpolation shall be performed by o quolified design professional to the satisj � . Exterior Research and Design,LLC.d/b/a Trinity�ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 27 of 36 G � � TRINIIY I ERD TABLE4C-2:LIGHTWEIGHTCONCRETEOVERSTRUCTURALCONCRETE—NEWCONSTRUCTION SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Deck Roof Cover MDP sf No. Roof Deck LWC Membrane Application (P � VERSIW ELD M EMBRANE APPLICATIONS: LWC-14 Min.2,500 psi concrete Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC VersiWeld Aqua Base 120 BA -67.5 LWC-15 Min.2,500 psi concrete Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC VersiWeld VersiWeld BA -90.0 LWC-16 Min.2,500 psi concrete Min.300 psi,Min.2-inch thick,Celcore Cellular Concrete VersiWeld Aqua Base 120 BA -82.5 LWC-17 Min.2,500 psi concrete Min.300 psi,Min.2-inch thick,Celcore Cellular Concrete VersiWeld VersiWeld BA -135.0 Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF LWC-18 Min.2,500 psi concrete Cellular Concrete(cast with or without min.1-inch EPS holey board). See VersiWeld Aqua Base 120 BA -217.5 Note A. Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF LWC-19 Min.2,500 psi concrete Cellular Concrete(cast with or without min.l-inch EPS holey board). See VersiWeld VersiWeld BA -480.0 Note A. VERSIFLEECE MEMBRANE APPLILATIONS: LWC-20 Min.2,500 psi concrete _ Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC VersiFleece Aqua Base 120 BA -90.0 LWC-21 Min.2,500 psi concrete Min.300 psi,Min.2-inch thick,Celcore Cellular Concrete VersiFleece Aqua Base 120 BA -135.0 Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF FAST 100,FAST 100LV or Flexible FAST, LWC-22 Min.2,500 psi concrete Cellular Concrete(cast with or without min.1-inch EPS holey board). See VersiFleece ribbons max.4-inch o.c.or full coverage. 'Z32.5 Note A. Min.36 pcf wet cast density,min.200 psi,min.2-inch thick Celcore MF LWC-23 Min.2,500 psi concrete Cellular Concrete(cast with or without min.1-inch EPS holey board). See VersiFleece Aqua Base 120 BA -525.0 Note A. VERSIWELD QA MEMBRANE APPLICATIONS: LWC-24 Min.3,000 psi concrete Min.250 psi,Min.2-inch thick,Elastizell Range II LWIC VersiWeld QA Self-adhered -282.5 Note A.J If the LWC to be used on fhe project is not Celcore MF,or if the LWC is existing in a re-roof(tear-of�condition,compressive strength and fastener withdrawal resistance testing shall be conducted. Compressive strength testing shall be in accordance with ASTM C495(for new pour)or ASTM C109(for existing)and shall yield a minimum 200 psi result. Field withdrawol resistance testing in accordance with TA5105 or AN51/SPRI FX-1 and shall yield an average withdrawal performance not less thon SS lbf with an ES Product FM-90 Base Sheet Fastener. !f question exists os to the adhesion to the LWC surface,field testing in accordance with ASTM E907 or FM LPDS 1-29 is recommended.All testing shall be performed by an accredited testing agency acceptable to the AHI. Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 28 of 36 4 ' i, _ r TRINIIY I ERD TABLE SA:CEMENTITOUS WOOD FIBER DECKS-NEW CONSTRUCTION on REROOF(Tenn-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover System No. Roof Deck Type Attachment Type Attachment Type Application MDP(psf) VERSI W ELD M EMBRANE APPUCATIONS: FAST 100(full),FAST 100 CWF-1 Min.2-inch Tectum Min.7/16-inch APA rated LV(full),Flexible FAST None N/A VersiWeld Aqua Base 120 BA -52.5 Plank OSB (full) Min.1.5-inch FAST 100(full),FAST 100 FAST 100(full),FAST CWF-2 Min.2-inch Tectum Polyisocyanurate MP-H,H- LV(full),Flexible FAST (Optional)Additional 100 LV(full),Flexible VersiWeld VersiWeld BA -75.0 Plank Shield,SecurShield,H-Shield (fullj �ayers of base insulation FAST(full) CG (Optional)Min.1.5-inch FAST 100(full),FAST 100 FAST 100(full),FAST CWF-3 Min.2-inch Tectum Polyisocyanurate MP-H,H- LV(full),Flexible FAST Min.7/16-inch APA 100 LV(full),Flexible VersiWeld VersiWeld BA -75.0 a hield,-SecurShieldrki=Shiel � � CG Min.2-inch Tectum � �Optional)Min.1.0-inch FAST 100(full),FAST 100 Min.0.625-inch Dens FAST 100(full),FAST CWF-4 plank Polyisocyanurete MP-H or LV(full),Flexible FAST Deck Prime 100 LV(full),Flexible VersiWeld VersiWeld BA -90.0 ----—- - --- -MP-N -(full) -FAST-(full) VERSIFLEECE MEMBRANEAPPLICATIONS: Min.2-inch Tectum Min.1.0-inch FAST 100 LV(full), (Optional)Min.0.5-inch FAST 100 LV(full), CWF-5 plank Polyisocyanurate MP-H or Flexible FAST(full) Versico Recovery Board Flexible FAST(full) VersiFleece FAST 100(full) -90.0 M P-N CWF-6 Min.2-inch Tectum Min.l-inch Insulfoam SP FAST 100 LV(full), None N/A VersiFleece FAST 100 LV(full), _g0.0 Plank Flexible FAST(full) Flexible FAST(full) Min.2-inchTectum Min.1.0-inch (Optional)Min.0.5-inch CWF-7 plank Polyisocyanurate MP-H or FAST 100(full) Versico Recovery Board FAST 100(full) VersiFleece FAST 100(fuli) -120.0 MP-N Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 29 of 36 • }� s' TRINIIY�ERD TABLE 6A:GYPSUM DECKS—GYPSUM DECKS—REROOF(Tena-OFF) SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER Base Insulation Layer Top Insulation Layer Roof Cover System No. Roof Deck Type Attachment Type Attachment Type Application MDP(psf) VERSIFLEECE M EMBRANE APPLICATIONS: ' Existing poured FAST 100 LV(full), FAST 100 LV(full), G-1. gypsum or gypsum Min.1-inch Insulfoam SP Flexible FAST(full) None N/A VersiFleece Flexible FAST(full) -Z95'o plank TABLE 6B:GYPSUM DECKS—REROOF(Tena-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System o0 over No. Deck Primer T e Attach MDP(ps� YP G-2. Existing poured gypsum or gypsum plank None VersiFleece(See Note 17) FAST 100,FAST 100 LV,Flexible FAST,full coverage. -295.0 I I I I I I I I Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5.06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 30 of 36 _ �,, _ �, . TRINITY�ERD TABLE7A:RECOVERAPPLICATIONS SYSTEM NPE A-1:BONDED INSULATION,BONDED ROOF COVER Substrete Base Insulation Layer Top Insulation Layer Roof Cover System No. MDP(psf) (See Note 12) Type Attach Type Attach Type Application VERSIWELD MEMBRANE APPLICATIONS(SEE NOTE 17�: Existing asphaltic FAST 100,FAST 100 FAST 500,FAST 100 LV, Min.1.0-inch Polyisocyanurate MP-H, LV,Flexible FAST �Optional)Additional Flexible FAST(ribbons, VersiWeld A4ua Base 120 BA or _45.0 R-1 BUR or mineral H-Shield,SecurShield,H-Shield CG layers of base insulation VersiWeld BA surface cap sheet (ribbons,6-inch o.c.) 6-inch o.c.) Existing asphaltic Min.1.0-inch Polyisocyanurate MP-H, FAST 100,FAST 100 LV (Optional)Additional FAST 100,FAST 100 LV Aqua Base 120 BA or R-2 BUR or mineral H-Shield,SecurShield,H-Shield CG (full) layers of base insulation (full) VersiWeld VersiWeld BA -157.5 surFace cap sheet Existing asphaltic (Optional)Polyisocyanurete MP-H, R-3 BUR or mineral MP-N,or MP-W,ENRGY 3,H-Shield, FAST 100,FAST 100 LV Polyisocyanurate MP- FAST 100,FAST 100 LV surface cap sheet SecurShield,H-Shield CG,or AC Foam (full) HNB,H-Shield NB (full) VersiWeld VersiWeld BA -187.5 Existing asphaltic One or more layers Min.1.0-inch FM FAST 100,FAST 100 LV Min.0.5-inch FM FAST 100,FAST 100 LV R-4 BUR or minerel Approved EPS(BASF,NOVA,or (fuli) approved fiberboard (full) VersiWeld VersiWeld BA -232.5 surface cap sheet Huntsman beads) Existing asphaltic--Min.-1:5=inch-ACFoamil, (Optional)Additional Aqua Base 120 BA or R-S BUR or mineral Polyisocyanurete MP-H,H-Shield, OB500 layers of base insulation OB500 VersiWeld VersiWeld BA -120.0 surface cap sheet SecurShield,H-Shield CG,ENRGY 3 Existing asphaltic (Optional)Min.1.5-inch ACFoam II, Min.0.25-inch Dens Deck Aqua Base 120 BA or R-6 BUR or mineral Polyisocyanurate MP-H,H-Shield, OB500 or Dens Deck Prime OB500 VersiWeld VersiWeld BA -120.0 surFace cap sheet SecurShield,H-Shield CG,ENRGY 3 Existing asphaltic (Optional)Min.1.5-inch ACFoam II, Min.0.25-inch Aqua Base 120 BA, R-7 BUR or mineral Polyisocyanurete MP-H,H-Shield, OB500 SECUROCK Gypsum-Fiber OB500 VersiWeld VersiWeld BA or LVOC -120.0 surface cap sheet SecurShield,H-Shield CG,ENRGY 3 Roof Board BA VERSIFLEECE MEMBRANE APPLICATIONS(SEE NOTE 17�: (Optional)Min.1.5-inch Min.1.5-inch SecurShield Polyisocyanurate MP-H,MP-N,MP- FAST 100,FAST 100 HD Com osite,H-Shield FAST 100,FAST 100 LV, FAST 100,FAST 100 LV, Existing asphaltic W H-Shield,SecurShield,H-Shield CG, P R-8 BUR or minerai LV,Flexible FAST HD Composite or min. Flexible FAST(ribbons, VersiFleece Flexible FAST,full -45.0 ENRGY 3,ACFoam II,Pactiv ribbons,6-inch o.c. 0.5-inch Versico Recove 6-inch o.c. covere e surface cap sheet GreenGuard or Foamular 150 or Min. ( � ry � g � 1.0-inch Dow Styrofoam Board Min.1-inch Polyisocyanurate MP-H, Existing asphaltic MP-N or MP-W,H-Shield, FAST 100,FAST 100 Min.0.25-inch Dens Deck FAST 100,FAST 100 LV, FAST 100,FAST 100 LV, R-9 BUR or mineral SecurShield,H-Shield CG,ENRGY 3, VersiFleece Flexible FAST,ribbons -37.5 surface cap sheet AC Foam II or min.1.5-inch Pactiv LV,Flexible FAST(full) Prime Flexibie FAST(full) 12-inch o.c. GreenGuard Extruded Polystyrene EMerior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 31 of 36 � . r, � � II TRINITY�ERD TABLE7A: RECOVERAPPLICATIONS SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER Substrate easelnsulation Layer Topinsulation Layer Roof Cover System No. See Note 12 T e Attach T e Attach T e A lication MDP(psf) ( ) YP YP YP PP� (Optional)Polyisocyanurate MP-H, Existing asphaltic FAST 100,FAST 100 LV, R-10 BUR or mineral MP-N,or MP-W,ENRGY 3,H-Shield, FAST 100,FAST 100 LV Polyisocyanurate MP- FAST 100,FAST 100 LV VersiFleece Flexible FAST,full -187.5 surface cap sheet SecurShield,H-Shield CG,or AC Foam (full) HNB,H-Shield NB (full) coverage. � Existing gravel- R-11 surfaced asphaltic Min.1-inch Insulfoam SP Flexible FAST(full) None N/A VersiFleece Flexible FAST(full) -222.5 BUR Existing asphaltic Min.1.5-inch Polyisocyanurate MP-H, FAST 100,FAST 100 (Optional)Additional FAST 100,FAST 100 LV, Aqua Base 120 BA, R-12 BUR or mineral MP-N,MP-W,ACFoam II,H-Shield, LV,Flexible FAST(full) layers of base insulation Flexible FAST(fuil) VersiFleece HydroBond Water- -232.5 surface cap sheet SecurShield,H-Shield CG,ENRGY-3 Based istfr+g-aspha4' e-ocmoce l ' = i�a_�� . .�� FAST 100,FAST 100 LV, I R-13 BUR or mineral Approved EPS(BASF,NOVA,or ersi eece exi e , - . (full) approved fiberboard (full) � surface cap sheet Huntsman beads) coverage. _ Existing asphaltic FAST 100 LV,full R-14---BUR or mineral -Min.-l-inch Insulfoam SP -FAST_1001V_(full) _None N/A VersiFleece -232.5 surface cap sheet — -coverage ___ Existing asphaltic Min.1.5-inch SecurShield HD FAST S00 LV,full R-15 BUR or mineral Composite,H-Shield HD Composite FAST 100,FAST 100 LV None N/A VersiFleece coverage -Z32.5 surface cap sheet (Optional)One or more Existing asphaltic Min.7/16-inch APA rated OSB,0.25- layers min.7/16-inch FAST 100,FAST 100 LV, FAST 100,FAST 100 LV FAST 100,FAST 100 LV R-16 BUR or mineral inch Dens Deck or thick Dens Deck (full) APA rated OSB,0.25-inch (full) VersiFleece Flexible FAST,full -232.5 surface cap sheet Prime Dens Deck or thick Dens coverage. Deck Prime Existing asphaltic Polyisocyanurete MP-H,MP-N or MP- FAST 100,FAST 100 LV Min.7/16-inch APA rated FAST 100,FAST 100 LV FAST 100,FAST 100 LV, R-17 BUR or mineral W,ENRGY 3,H-Shield,SecurShield,H- �full) OSB,0.25-inch Dens Deck (full) VersiFleece Flexible FAST,full -232.5 surface cap sheet Shield CG,or AC Foam II or thick Dens Deck Prime coverage. Existing asphaltic Min.1.0-inch Polyisocyanurate MP-H, FAST 100,FAST 100 LV (Optional)Additional FAST 100,FAST 100 LV FAST 100,FAST 100 W, R-18 BUR or mineral H-Shield,SecurShield,H-Shield CG (full) layers of base insulation (full) VersiFleece Flexible FAST(full) -300.0 surface cap sheet Existing gravel- R-19 surfaced asphaltic Min.1-inch Insulfoam SP FAST 100 LV(full) None N/A VersiFleece FAST 100 LV(full) 395.0 BUR EMerior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 32 of 36 � - �, i r TRINIIY I ERD TABLE 76:STEEL-RECOVER SYSTEM TYPE C-2:PLATE-BONDED ROOF COVER All areas where the existing metal panels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre-drilled into Yhe panel prior to driving the Purlin Fastener into the purlin System Substrate Attachment InsulationLayer RoofCover/Adhesive MDP(psf) No. (See Note 1) Fasteners Spacing Existing standing seam or lap seam metal One or more layers,any Versico Purlin Fasteners and VersiWeld bonded to RHINOBOND Insulation Plate roof covers having min.16 ga.(0.0598- 6-inch o.c.along purlins R-20 combination, RHINOBOND Insulation Plate(TPO) (TPO)with RHINOBOND tool per manufacturer's -37.5 inch)to max.3/16-inch thick steel purlins 120-inch o.c. spaced max.120-inch o.c. preliminarily fastened are fastened through to purlins instructions. Existing standing seam or lap seam metal One or more layers,any Versico Purlin Fasteners and VersiWeld bonded to RHINOBOND Insulation Plate roof covers having min.16 ga.(0.0598- 12-inch o.c.along R-21 combination, RHINOBOND Insulation Plate(TPO) (TPO)with RHINOBOND tool per manufacturers -37.5 inch)to max.3/16-inch thick steel purlins purlins 60-inch o.c. spaced max.60-inch o.c. preliminarily fastened are fastened through to purlins instructions. Existin standing seam or lap seam metal A Versico Purlin Fasteners and . VersiWeld bonded to RHINOBOND Insulation Plate roof covers having min.16 ga.(0.0598- c��e:c�leRg$udi R_ZZ combination, RHINOBOND Insulation Plate(TPO) TPO wit RH too per manu a ure s - . inch)to max.3/16-inch thick steel purlins 60-inch o.c. spaced max.60-inch o.c. preliminarily fastened are fastened through to purlins instructions. TABLE 7C: STEEL-RECOVER --- SYSTEM TYPE D-1: INSUTATED,MECHANICALLY ATTACHED ROOF COVER All oreas where the existing metal ponels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre-drilled into the ponel prior to driving the Purlin.Fastener into the purlin Insulation Roof Cover System No. Deck MDP(psfl Type Attach Membrene Fasteners Attachment Existing standing seam or lap seam metal roof One or more Versico Purlin 12-inch o.c.within 5.5-inch wide laps spaced max.138.5- covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R-23 layers,any Fastener and HPV- inch o.c.to engage steel purlin. Laps sealed with 1.5-inch 30.0 max.3/16-inch thick steel purlins spaced max. combination attach VersiWeld Plus X Plate heat weld. 138.5-inch o.c. Existing standing seam or lap seam metal roof One or more Versico Purlin 12-inch o.c.within 5.5-inch wide laps spaced max.115- covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R_Zq layers,any Fastener and HPV- inch o.c.to engage steel purlin. Laps sealed with 1.5-inch -45.0 max.3/16-inch thick steel purlins spaced max. �ombination attach VersiWeld Plus X Plate heat weld. 115-inch o.c. Existing standing seam or lap seam metal roof One or more ' Versico Purlin 12-inch o.c.within S.5-inch wide laps spaced max.54.5- covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R-25 layers,any Fastener and HPV- inch o.c.to engage steel purlin. Laps sealed with 1.5-inch -60.0 max.3/16-inch thick steel puriins spaced max. combination attach VersiWeld Plus X Plate heat weld. 54.5-inch o.c. Existing standing seam or lap seam metal roof One or more Versico Purlin 6-inch o.c.within 5.5-inch wide laps spaced max.138.5- covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R-26 layers,any Fastener and HPV- inch o.c.to engage steel purlin. Laps sealed with 1.5-inch -60.0 max.3/16-inch thick steel purlins spaced max. combination attach VersiWeld Plus X Plate heat weld. 138.5-inch o.c. Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.30-RS for FL14207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 33 of 36 � . � � . TRINIIY�ERD TABLE 7C: STEEL—RECOVER SYSTEM TYPE D-1: INSULATED,MECHANICALLY ATTACHED ROOF COVER All areas where the existing metal panels do not loy flush on the underlying purlin shall have a 0.25-inch diometer pilot hole pre-drilled into the panel prior to driving the Purlin Fastener into the purlin Insulation Roof Cover " System No. Deck Type Attach Membrane Fasteners Attachment MDP(psf) Existing standing seam or lap seam metal roof One or more Versico Purlin 6-inch o.c.within 5.5-inch wide laps spaced max.90.5-inch covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R_27 layers,any Fastener and HPV- o.c.to engage steel purlin. Laps sealed with 1.5-inch heat -67.5 max.3/16-inch thick steel purlins spaced max. combination attach VersiWeld Plus X Plate weld. 90.5-inch a.c. Existing standing seam or lap seam metal roof One or more Versico Purlin 9-inch o.c.within 5.5-inch wide laps spaced max.114.5- covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R_Zg layers,any Fastener and HPV- inch o.c.to engage steel purlin. Laps sealed with 1.5-inch -75.0 max.3/16-inch thick steel purlins spaced max. �ombination attach VersiWeld Plus X Plate heat weld. 114.5-inch o.c. Existing standing seam or lap seam metal roof One or more Versico Purlin 6-inch o.c.within 5.5-inch wide laps spaced max.42.5-inch covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R-Z9 aced max. layers,any attach VersiWeld Plus Fastener and HPV- o.c.to engage steel purlin. Laps sealed with 1.5-inch heat -82.5 42.5-inch o.c. Existing standing seam or lap seam metal roof One or more Versico Purlin 6-inch o.c.within 5.5-inch wide laps spaced max.114.5- - covers having min.16 ga.(0.0598-inch)to Prelim. VersiWeld or R-30 layers,any Fastener and HPV- inch o.c.to engage steel purlin. Laps sealed with 1.5-inch -90.0 —-- — —max.-3/16-inch-thick-steel-purlins-spaced-max� _attach _V_ersiWeld_21us __ ____. com6ination —X-Plate —heatweld. 114.5-inch o.c. , Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL34207-R6 Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 34 of 36 �- � �� ' � �a ;. TRINITY�ERD TABLE 7D:RECOVER APPLICATIONS SYSTEM TYPE E-1:NON-INSULATED,MECHANICALLYATTACHED ROOF COVER System Deck Roof Cover MDP(psf) No. (See Note 1) Membrane Fasteners Fastener Spacing Lap Width Lap Spacing Seam Weld Existing steel HPV-X Fasteners and HPV-X Plates installed through to R31 deck VersiFleece AC engage existing deck (Field W/D>69316fJ 12-inch o.c. 5.5-inch 138.5-inch o.c. 1.5-inch outside -30.0 Existing steel HPV-X Fasteners and HPV-X Plates installed through to -30.0 � R-32 deck,min. VersiFleece 12-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside Grade 80 engage existing deck(Field W/D>695Ib� j Existing steel HPV-X Fasteners and HPV-X Plates installed through to � R-33 deck,min. VersiFleece engage existing deck(Field W/D>43416tJ 6-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside -37.5 , Grade 80 Existing steel HPV-XL Fasteners and HPV-XL Plates installed through to R34 deck,min. VersiFleece engage existing deck(Field W/D>71916� 12-inch o.c. 5.5-inch 115-inch o.c. 1.5-inch outside -37.5 Grade 80 Existing steel HPV-X Fasteners and HPV-X Plates insta e t roug to R-35 deck VersiFleece AC engage existing deck(Field W/D>60616fJ 6-inch o.c. 5.5-inch 138.5-inch o.c. 1.5-inch outside -52.5 Existing steel HPV-XL Fasteners and HPV-XL Plates installed through to R36 VersiFleece AC 6-inch o.c. 5.5-inch 138.5-inch o.c. 1.5-inch outside -60.0 - -- deck ____ _engage existing deck(Field W/D>69316� Existing steel HPV-X Fasteners and HPV-X Plates installed through to R-37 deck,min. VersiFleece AC engage existing deck(Field W/D>6931bfJ 6-inch o.c. 5.5-inch 138.5-inch o.c. 1.5-inch outside -60.0 Grede 80 Existing steel HPV-X Fasteners and HPV-X Plates installed through to R-38 deck,min. VersiFleece engage existing deck(Field W/D>4551bfJ 6-inch o.c. 5.5-inch 91-inch o.c. 1.5-inch outside -60.0 Grade 80 Existing MP 14-10 or CD-10 Fasteners and HPV-X Plates installed R-39 structural VersiFleece through to engage existing deck(Field W/D>6951bfJ 1z-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside -30.0 concrete Existing MP 14-10 or CD-10 Fasteners and HPV-X Plates installed R-40 structural VersiFleece through to engage existing deck Plates(Field W/D>434 6-inch o.c. 5.5-inch 139-inch o.c. 1.5-inch outside 37.5 concrete IbfJ Existing MP 14-10 or CD-10 Fasteners and HPV-X Plates installed R-41 structural VersiFleece through to engage existing deck(Field W/D>7191bfJ 12-inch o.c. 5.5-inch 115-inch o.c. 1.5-inch outside -37.5 concrete Existing MP 14-10 or CD-10 Fasteners and HPV-X Plates installed R-42 structurel VersiFleece through to engage existing deck(Field W/D>4551bfJ 6-inch o.c. 5.5-inch 91-inch o.c. 1.5-inch outside -60.0 concrete Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6_ Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 35 of 36 ,h, � � V. + � �� / � r7 �f I�ill�Il1��ERD � TABLE 7E: RECOVER APPLICATIONS SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER System Substrate Roof Cover No. (See Notes 1&12) Type Attach MDP(ps� R-43 Existing asphaltic BUR or mineral VersiFleece FAST 100,FAST 100 LV,ribbons max.6-inch o.c.or full coverage -75.0 surface cap sheet R-44 Existing fully adhered EPDM single ply VersiFleece FAST 100 LV,ribbons max.6-inch o.c.or full coverege -75.0 over steel deck R-45 Existing asphaltic BUR or mineral VersiFleece FAST 100,FAST 100 LV,Flexible FAST,full coverege surface cap sheet -232.5 R-46 Existing fully adhered EPDM single ply VersiFleece FAST 100 LV,full coverage over structural concrete deck -315.0 R 4� Existing asphaltic BUR or mineral VersiFleece AC Hot Asphalt -367.5 surface cap sheet �I �� Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6 i Certificate of Authorization#9503 Revision 5:06/19/2014 Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 36 of 36 . I I