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HomeMy WebLinkAbout2100 S Park Ave (2)r� fL1l , :. _ 6 --..3 .% CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 2_1�0v_-' Job Address: Z loo S 1P cif L- A v, -ch u e , S � r f � � � 3 277/Historic District: Yes ❑ No,@ Parcel ID: 3to- l a''J° - `J"`f v-- 120 Residential [R Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: 4r '� P� c u w i , r .,, •/ 0-, %moi �•fe /�%%a<i' Plan Review Contact Person: �C6( W I n J i­f\c�ve Z Title: Phone: J5� 77-7. 57 f -Y 110 Fax: T z _7' 5"71 - `-1' I) L Email: r � � �-.►t � � e- L74( 7J 0 �jtv tti-•r� Property Owner Information NamePhone: Street: 2 (LQn S IP ti. 1~k .A ye Vle Resident of property? City, State Zip: SAO -\(0'r01\ -JZ7-7 1 Contractor Information Name Q4 r 1 c1 "C' � (Zo o'1r( � Phone: ^rz7 - S-7► yl 10 C'd, JH�L 5'T I - 41 Street: /2 $kv A- � �o � i ax:) 2 City, State Zip: C.(2q r_ v U k- -4L 33_T 112- State License No.: LCC 1 �L 7 3'S ArchitecVEngineer Information Name: `\ Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: °� Mortgage Lender: nt C-\ Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has PJ commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised. June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z9ning. & 91,61-11, -�Llt�-kc � �- 1,0 Signature of Owner/Agent Date Signature of Control n � Date 11-15-2-01(O I=cfWI-L i'rnehfl2- Print Owner/Agent's Name Print Contractor/Agent's Name �� �✓✓ ��/>�7v�� , 1 — 15 -LO/lo Signature of Notaie of Florida Date SignatuT'ni'v, W N T Date d�dt3usuc STATE OF FLORIDA EDWIN JIMENEZ Comma FF903095 Notary Public. State of Florida Expires 7/23/2019 tory Comm. E)pitcs Sept. 13.2020 No. GG 29726 Owner/Agent is Personally K wn to Me or contractor/Agent isX Personally Known to Me or Produced ID L,-*-�S Type of ID k1>G l3S"30''22' ��� ', BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING' -:TJ -7,Q.-1- Revised: June 30, 2015 Permit Application Property Record Card Parcel: 36-19-30-531-0000-0060 Owner: BANDY GALE L & DORIS S W, MUECOW Y A40110A Property Address: 2100 SPARK AVE SANFORD, FL 32771 Parcel Information Parcel 36-19-30-531-0000-0060 Owner BANDY GALE L & DORIS S Property Address 2100 S PARK AVE SANFORD, FL 32771 Mailing 2100 S PARK AVE SANFORD, FL 32771-4350 Subdivision Name RENAUD PARK Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(1997) In Legal Description N 65 FT OF LOT 6 RENAUD PARK PB4PG19 Taxes Seminole County GIS Value Summary Tax Amount without SOH: $438.55 2016 Tax Bill Amount $239.27 Tax Estimator Save Our Homes Savings: $199.28 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $87,938 $85,569 Depreciated EXFT Value $200 $200 Land Value (Market) $14,502 $14,502 Land Value Ag $8,377 County General Fund Just/Market Value " $102,640 $100,271 Portability Adj Save Our Homes Adj $26,698 $24,857 Amendment 1 Adj P&G Adj $0 $0 Assessed Value 1 $75,942 1$75,414 Tax Amount without SOH: $438.55 2016 Tax Bill Amount $239.27 Tax Estimator Save Our Homes Savings: $199.28 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Amount Qualified Schools $75,942 $57,565 $18,377 City Sanford $75,942 $67,565 $8,377 SJWM(Saint Johns Water Management) $75,942 $67,565 $8,377 County Bonds $75,942 $67,565 $8,377 County General Fund $75,942 1 $67,565 $8,377 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 4/1/1996 03066 0515 $79,000 Yes Improved WARRANTY DEED 2/1/1978 01156 141 $29,500 Yes Improved WARRANTY DEED 1/1/1971 00843 0490 $19,000 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 65.00 1 135.00 1 0 1 $230.00 1 $14,502 Building Information #I Description I Year Built I Fixtures Bed I I Bath Base Area I Total SF I Living SF Ext Wall I Adj Value I Rept Value Appendages Actual/Effective I CCC1329729 CCC1327351 CRC1329809 CRC016377 PARLAMENT Roofing & Construction ORLANDO CLEARWATER ,JACKSONVILLE 300 International Parkway, Suite 104 12880 Automobile Blvd., Suite L 4651 Salisbury Road, Suite 27S Lake Mary, FL 32746 Clearwater, FL 33762 Jacksonville, FL 32256 Office: (407) 949.9196 Office: (727) 571-4110 • Fax: (727) 571-4112 Office: (904) 999-6612 SALES CONTRACT Parlament Roofing & Construction agrees to furnish all materials and labor necessary to perform the work at the following address: Name: `+ '' 'j Phone: Cell: Address. �, . �, ���. ,' .,..;< /,✓�k C Date: P. City: .%� �' = �•State: f s Zip: Email: County: In accordance with the specifications given below: A: PITCHED ROOF PRODUCT: SHINGLE / METAL / TILE 1. REMOVE EXISTING ROORTO WORKABLE SURFACE. Circle One. 2. RENAIL ROOF DECK WITH RING'SHANK NAILS. 3. REPLACE ANY ROTTEN WOOD WITH STANDARD SHEATHING @ $7.00 PER LINEAR FOOTTOO&BOARD AND $90.00 PER SHEET OF PLYWOOD, IF ANY - 4. INSTALL UNDERLAYMENT TO ENNTIRE ROOF DECK SURFACE. S. INSTALL NEW VALLEY METAL IN VALLEYS AND REPLACE FLASHING AS NECESSARY. 6. INSTALL NEW LEAD BOOTS OVER SOIL STACKS AND REPLACE AL-L.PUURPOSE VENTS. 7. INSTALL 6" FHA/ VA EAVES DRIP AROUND THE PERIMETER OPTHE RVOE. COLOR: 8. INSTALL YEAR -1'-' COLOR: 9. INSTALL PIECES OF . �- FOR ATTIC VENTILATION A AN-=PERIPHERA ST OF $55.00 EACH. COLOR: 10. CLEAN-UP AND HAUL AWAY RELATED -DEBRIS AND LEAVE JOB SITE CLEAN. 11. CONTRACTOR WILL COORDINATE'THE REMOVAL AND REINSTALLATION OF ROOF RELATE*SUCH AS (BUT NOT LIMITED TO) SKYLIGHTS, SOLAR UNITS, T.V: DISHES, AND / OR AIR CONDITIONERS, ETC.SUCH COST IS ADDITIONAL TO CONTRARICE. REMOVAL AND REINSTALLATION OF -VINYL AND/OR METAL SOFFIT AND FASCIA WILL BE ADDITIONAL $4.25 A LINEAR FOOT. B: LOW SLOPED OR FLAT ROOF PRODUCT: TPO /(,TORCH AREA TO ROOF: MAIN HOME / OTHER ��' f e`r' 1. REMOVE EXISTING ROOF TO WORKABLE SURFACE. Circle One Circle One lv✓ri s' -00, 2. RENAIL ROOF DECK WITH RING SHANK NAILS. 3. REPLACE ANY ROTTEN WOOD WITH STANDARD SHEATHING @ $7.00 PER LINEAR FOOT OF BOARD AND $90.00 PER SHEET OF PLYWOOD, IF ANY. 4. INSTALL SWR / PNS UNDERLAYMENTTO ENTIRE ROOF DECK SURFACE. S. INSTALL NEW BOOTS OVER SOIL STACKS AND REPLACE ALL PURPOSE VENTS. 6. INSTALL • o sol_ • 'INCH DOUBLE SIDED FOIL INSULATION (Only for TPO Roof). 7. INSTALL 6' FHA A EAVES DRIP AROUND THE PERIMETER OF THE ROOF. COLOR: 8. INS TALLI�J YEAR % Z- AQA0 moi' COLOR: W /1 • vk 9. CLE AN -U AND HAUL AWAY RELATED DEBRIS AND LEAVE JOB SITE CLEAN. 10. INSTALLATION OF A ROOF -OVER VOIDS NUMBER 2 AND 41N SECTION B. 11. CONTRACTOR WILL COORDINATE THE REMOVAL AND REINSTALLATION OF'ROOF RELATED PERIPHERALS SUCH AS (BUT NOT LIMITED TO) SKYLIGHTS, SOLAR UNITS, T.V. DISHES, AND / OR AIR CONDITIONERS, ETC. SUCH COST IS ADDITIONAL TO CONTRACT PRICE. REMOVAL AND REINSTALLATION OF VINYL AND/OR METAL SOFFIT AND FASCIA WILL BE ADDITIONAL $4.25 A LINEAR FOOT. C: Terms and Conditions 1. Contract Documents. This contract consists of this document. extra work/woodrskylight authorizations, t any. No promises other than those specifically set forth in the contract documents shall be recognized by either party. The entire understanding and agreement of all parties is contained in the contrad documents. 2. It is understood and agreed that this contract shall not become binding upon PARLAMENT ROOFING & CONSTRUCTION ('Seller) until it is duty approved, accepted, signed and witnessed by an officer or officers of the Seller. 3. Work on the job described In the contract documents will commence on approximately - and be completed on approximately .The recited dates are approximations and are subject to scheduling dillicuties of Seiler, labor andlor matdrial shortages, acts of God and other events not foreseen by Seller. Seller reserves the right to employ any subcontractor for the completion of the work described In the contract documents. 4. Seller reserves the right to substitute materials of equal or greater value and kind in order to satisfy the requirements specified by New Jurisdictional Code Laws which may result in additional charges. 5. Interest at rate of eighteen per cent (180%) per annum will be charged on all balances not paid as per the terms specified above. Reasonable attorney's fees and costs will be charged to the Purchaser t it is necessary to pace this contract in the hands of an attorney for collection, and this charge becomes i part of this contract and obligation of the Purchaser to pay. 6. Parties agree that this agreement shall be constructed according to the laws of the State of Florida and any action brought thereon may be brought in the State of Florida. Venue is hereby agreed to be in Pinellas County, Florida. TBUYERS RIGHT TO CANCEL- It you don't want the goods or services, you may cancel this agreement by providing written nolioe to the seller in person, or caddied mail by midnight of the third business day of signing this contract. S. Both worker's compensation and public liability insurance are carried by the Seller and they are applicable to the work to be performed. 9. It is understood and agreed that the buyer hold harmless, Seller for any damages that might occur to buyer's driveway(s) during the deliveries of materials and /or the removal of work related debris that might be required to perform this home improvement contract. Furthermore, the buyer herein gives permission for typical delivery vehicle and typical waste removal vehicles to enter said driveways) for the purpose of expediting this sales contract. Additional terns on reverse side Contract Price $ Permit $ 251t0D- Subtotal $ >t4eposit $ r�, , �,,�, jr /J� E BALANCE DUE $ (Plus Total from A3, B3, i All, B11 from above) UPON COMPLETION - Price includes all discounts and promotions. PARLAMENT WILL ASSIST WITH WIND MITIGATION INSPECTION (See C 10) _YES _NO (Customer initial one) Executed in duplicate, one copy of which was delivered to, and receipt is hereby acknowledged by Buyer, this ,20 NOTICE TO OWNER a. Do not sign this home Improvement contract In blank. b. You are entitled to a copy of the contract at the time you sign. Keep It to protect your rights. Approved and Accepted By: Salesman Officer's Signature day of Purchaser Sign Here Purchaser Sign Here 10. Seller will assist you by providing information it has available for you to appy for wind mitigation credits. In the past, Parlament has seen premium rates lowered as much as 31% or more. However, credits vary based upon your home's location, Insurance carrier, roofing stnhcure%onf'guration and other factors. Each insurance carrier is different and may have different requirements or deductions for wind mitigation. A 31% or more reduction in premium does not happen for everyone. Seller cannot provide you with a specific dollar or percentage adjustment of your insurance premium. ` 11. Seller will coordinate the removal and reinstallation of roof related peripherals such as (but not limited to) solar units, N. Dishes, air conditioners, and etc. In addition, ff purchaser needs to replace existing skylights it will be at an additional cost to the purchaser. 12. Purchaser understands that this sales contract does not include any woodrlumber needed to be replaced other than stated on contract. Cost of such replacement woodAumber is additional to contract price as stated in line A3 and 83. Only an officer of the company has the authority to include woodflumber in a contract. 13. Seller shall not be held responsible for the damage to electrical lines, water lines, reidgeranl lines or other mechanical components that have been improperly installed near roof decking and might be damaged while perlorming installation of roofing materials. Seller shall not be responsible for any additional cost due to roof deciding that might have all material adhered in such a way that requires re4ecking of the structure 14.Construclion Industry Recovery Fund payment may be available from the CIRF 4 you lose money on a project performed under contract, where the loss results from specific violation of Florida law by a state - licensed contractor. For information about the recovery fund and filing a claim, contact the Florida Construction Industry Licensing Board at the following telephone number and address: 1940 North Monroe St Tallahassee, Florida 32399.2215 or call (850) 487.13%. 15. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (§§ 713.001-713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB - SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. SELLER INITIALS: _ PURCHASER INITIALS: 16. Florida law contains important requirements you must follow before you may file a lawsuit for defective Construction against a contractor, subcontractor, supplier or design processional for an alleged a wnnen notice of any construction conditions you allege are defective and provide your contractor and any subcontractors, suppliers, or design professionals the opportunity to inspect the alleged construction defects and make an offer to repair or pay for the alleged construction defects. You are not obligated to accept any offer made by Seller or any subcontractors, suppliers, or design processionals. There are strip deadlines and Procedures under Florida law. Florida's construction law is complex, and ff is recommended Purchaser should consult with an attorney when reviewing Chapter 558, Florida Statutes. N THIS INSTRUMENT PREPARED BY: Name: Parlament Roofing & Construction Address: 12880 Automobile Blvd, Suite L Clearwater, FL 33762 NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: 3 6 , 19 -30 S73-1 -oye;C--,Pot, G 11f1! 'fft!'!I'IL" I'IORSEr ULI'!INOLE C00TY CLERK OF CIRCUIT COURT & C01IFTROLLER 8K. 8SI,16 f'3 1015 C1P�a) CLERK'S v 20116119199 RECORDED 11/16/20116 019:52:27 AN RLCORDIK FEES 1Goi�0) RECORDED 3Y ndnvorul The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address ifavailable) �_ bS 1=T t:P LcT C, v,-_jc (v—'A—(Y_ 2. GENERAL DESCRIPpTION OF IMPROVEMENT: v 2 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT. Name and address. Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Parlament Roofing & Construction Phone Number: (727) 571-4110 Address: 12880 Automobile Blvd. Suite L. Clearwater, FL 33; S. SURETY (If applicable, a copy of the payment bond Is attached): Address: Amount of Bond: 6. LENDER: Name: Yl CA Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florid aSrr, tutes. Name: h Phone Number: 8. In addition, Owner to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from dale of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Le'�t(''ee, r Ownees or Lessee's (Print Name and Provide Signatory's TiUeOffice) AuthonzedOrficef/Direetor/ Mor/Manager) State of Florida County of SEMINOLE The foregoing instrument was acknowledged before me this /S day of,10d • , 20 1-4 a Name of person tmWng statement Who has produced identification Type of identification produced: EDWIN JIMENEZ Notary Public, State of Florida NOblq►+OOMWaD09 ft. ItAQ20 — No. GG 29726 �i�2TiFfED - A NNE MORSE CLERK OFT) E CIRME RT AND :OMP7RCL E .EMINOLE C.'l t: Who is personally known to me OR 5-36' - L61 &- V7, ` S �-/- 0 DFPUTY Lynne Marie Donner NOTARY PUBLIC STATE OF FLORIDA Comm# FF903095 9 $EMINOLE COUNTY MULTI JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ) 1,-1 5' �- 0 I hereby name and appoint: k an agent of: G r ( A ki e of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): ❑ All permits and applications submitted by this contractor. Or © The specific permit and application for work located at: (Street Address) Expiration Date for This Limited Power of Attorney: I I I D' %�D ( -T License Holder Name: U-72-1,11- ot k- -7 '1) C— I - -7'1)Cl State License Number: Signature of License H( STATE OF FLORIDA COUNTY OF Se V -r, )A1—V �Q The foregoing instrument was acknowledged before me this S day of Nvv en 20 ito ., by ?P r e \/\j X1,7 F k -k-- who isXpersonally known to me or and who Signat a of Notary o1AR Lynne Marie Donner NOTARY PUBLIC witicE STATE OF FLORIDA C6AM#IFF90W Expires 7/23/2019 an oath. Print or type Notary name Notary Public - State of Commission No. My Commission Expires: CITY OF SANFORD F BUILDING AND FIRE PREVENTION DIVISION D 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAX: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3085 Date: 11/28/2016 Project Description: Re -roof Contact Name: Edwin Jimenez Job Address: 2100 S Park Ave Contact Email: ParlamentroofingAyahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies ofaffected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The Florida Product Approval installation instructions includes 73 pages and 100's of systems that can be used. Please highlight the exact system that will be used and only submit that sheet. FBC 107 2. Two (2) copies of all required documentation is required to be submitted for review. Please submit two (2) copies of Florida Product Approval and corresponding installation isntructions for the underlayment and flat roof cap. FBC 107 No Review Conducted Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address Z ty o S r2 U c ie -A v- I � a,/K Fm r&� 'F L ;:54 7-T/ As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments F4 t z sy - 4 z Y Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen L I's,/ 1 Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordiori Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name (Please Print) June 2014 Page 1 of 2 RECORD COPY 0r SCIS Home I Lop In I User Registration Hot Topics I Submit Surcharge I Stats S Facts I Publications I FBC Staff I SCIS Site Map I Links I Search I ,.Upr0Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL984-R11 SANFORD BUILDING DIVISION Revision A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 2014 LICENSE TO PROCEED WITH THE WORK AND NOT AS Approved AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER p REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Firestone Building Products Company, LLC. 250 West 96th Street Indianapolis, IN 46260 (317) 816-3806 Ext 53806 McQuillenTim@firestonebp.com Tim McQuillen McQuillenTim@rirestonebp.com REVIEWED POR CODE COti1PUANCt Tim McQuillan PSS EXAMINER 250 W. 96th Street Indianapolis, IN 46240 (800) 443-4272 Ext 53806 DATE mcquillentim@firestonebp.com Tim MQuillen 310 East 96th Street Indianapolis, IN 44240 (317) 816-3806 mcquillentim@firestonebp.com Roofing Modified Bitumen Roof System Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer m Evaluation Report - Hardcopy Received Robert Nieminen OVtIDwo PE -59166 SANFORD UL LLC 01/30/2018 John W. Knezevich, PE FpARR�� 0 Validation Checklist - Hardcopy Received 1 FL984 R31 COI 2015 01 COI Nieminen.odf # 6 - O Referenced Standard and Year (of Standard) Standard ASTM D6163 ASTM D6164 ASTM D6222 ASTM D6223 FM 4470 FM 4474 Year 2000 2005 2008 2002 1992 2004 12/1/2016 Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/09/2015 Date Validated 04/11/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 984.1 Firestone SBS and APP Modified APP and SBS Modified Bitumen Roof Systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL984 R11 II 2015 04 FINAL Al ER FIRESTONE MB FL984- R11,odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -547.5 Created by Independent Third Party: Yes Other: The design pressure noted in this application Evaluation Reports pertains to particular systems in the Evaluation Report. FL984 Rll AE 2015 04 FINAL ER FIRESTONE MB FL984- Rll.odf Refer to the ER Appendix for specific systems and specific design pressures. 1 Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Sate 12/1/2016 QOTRINIT-YIERD I APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WINO UPLIFT RESISTANCE Table Deck Application Type Description Page 1A Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 18 Wood New, Reroof (Tear -Off) or Recover 8-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 5-6 1D Wood New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 IE -1 Wood New or Reroof (Tear -Off) E Non -Insulated, Meth. Attached Base Sheet, Bonded Roof Cover 7-8 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 2A-1 Steel or Conc. New, Reroof (Tear -Off) or Recover 8-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9-14 2A-2 Steel or Conc. New, Reroof (Tear -Off) or Recover B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 15-16 28 Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 17-28 2C Steel or Conc. New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 29-30 3A Concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 31-36 38 Concrete New or Reroof (Tear -Off) A-3 Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 37-41 3C Concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 41 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 42-50 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 51 4C-1 LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 52-54 4C-2 LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 55 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 56 58 CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 56 SC CWF New, Reroof (Tear -Off) or Recover 8-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 56 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 57 SE CWF New, Reroof (Tear -Off) or Recover D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 57 SF CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 57 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 58-59 68 Gypsum Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 60 6C Gypsum Reroof (Tear -Off) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 60 6D Gypsum Reroof (Tear -Off) C Mech. Attached Insulation, Bonded Roof Cover 61 6E Gypsum Reroof (Tear -Off) D Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 6F Gypsum Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 61 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 62-67 Exterior Research and Design, I.I.C. d/b/a Trinity ERD Evaluation Report F8970.01.08 -2-R31 for FL984-R31 Certificate of Authorization #9503 Revision 11: 04/08/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 1 of 67 QOTRINIT-YIERD The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FOC 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, insulation / base sheet fasteners shall be the following with the noted minimum fastener engagement for each deck type. For deck -types not listed, refer to the specific system listings herein: > Wood: Firestone Insulation Fastening Plates with Firestone All -Purpose Fasteners; Firestone Pre -Assembled Fastener and Plate (consisting of 0.196 -inch thread diameter fastener with 3 -inch diameter metal plate). Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck. > Steel: Firestone Insulation Fastening Plates with Firestone All -Purpose Fasteners or Firestone Heavy -Duty Fasteners; Firestone Pre -Assembled Fastener and Plate (consisting of 0.196 -inch thread diameter fastener with 3 -inch diameter metal plate); Firestone Pre -Assembled Heavy -Duty Fastener and Plate (consisting of 0.275 -inch thread diameter fastener with 3 -inch diameter metal plate); AP AccuTrac; HD AccuTrac. Minimum 0.75 -inch steel penetration and engage the top flute of the steel deck > Concrete: Firestone Insulation Fastening Plates with Firestone Heavy -Duty Fasteners or Firestone Concrete Drive Fasteners; Firestone Pre -Assembled Heavy -Duty Fastener and Plate (consisting of 0.275 -inch thread diameter fastener with 3 -inch diameter metal plate); HD AccuTrac. Minimum 1 -inch embedment into pilot hole in accordance with published installation instructions. 3. Unless otherwise noted, the insulation may be any polyisocyanurate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2 -inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. 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. S. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions: > Hot asphalt: Full coverage, 20-40 lbs/square. > Firestone MB Cold Adhesive: Full coverage, 1.5 to 2 gal./square. > Firestone I.S.O. FIX II: Continuous 0.75 -inch beads, 8 -inch o.c. > Firestone I.S.O. Twin Pack: Continuous 0.5 to 0.75 -inch beads, 12 -inch o.c. > Firestone I.S.O. Stick: Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. > Firestone I.S.O. Spray S: Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. > Firestone UquiGard: Continuous 0.75 to 1 -inch wide ribbons, 124nch o.c. > 3M CR -20: Continuous 2.5 -3.5 -inch wide ribbons, 12 -inch o.c. > Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. > Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. > Hot asphalt: MDP -120.0 psf (Min. O.S-inch thick) > Firestone I.S.O. FIX II: MDP -112.5 psf (Min. 0.5 -inch thick) > Firestone I.S.O. Twin Pack: MDP -157.5 psf (Min. 0.5 -Inch thick) > Firestone I.S.O. Stick: MDP -187.5 psf (Min. 0.5 -inch thick) > 3M CR -20: MDP -117.5 psf (Min. 1.0 -inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FM LPDS 1-29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 9. For assemblies where all components are fully adhered, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 30. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX -1. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report F8970.01.08 -2-R11 for F1984 -R31 Certificate of Authorization #9503 Revision 11: 04/08/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 2 of 67 V TRINITY I ERD 11. For existing substrates in a bonded recover installation, the existing roof surface shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHI, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA -1 or TAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval for specific deck construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2 -inches. For LWIC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Exterior Research and Design, I.I.C. d/b/a TrinityI ERD Evaluation Report F8970.01.08.2 -R31 for FI984-R1l Certificate of Authorization #9503 Revision 11: 04/08/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 67 FIREST,� O,NE ROOF CORS Reference Layer Material Application BP -AA Base MB Base M, Ply IV (M), Ply VI (M), Ply IV, Ply VI (Base and Ply sheets, Asphalt -Applied) Hot asphalt at 20-40 lbs/square Ply Ply IV (M), Pty VI (M), Ply IV, Ply VI BP -CA Base MB Base M Firestone Multi -Purpose MB Cold Ply Ply VI (M), Ply VI (Base and Ply sheets, Cold -Applied) Adhesive at 1.5 - 2.0 gal/square BP-CA2 Base MB Base M Firestone LiquiGard Membrane Ply Ply VI (M), Ply VI (Base and Ply sheets, Cold -Applied) Adhesive at 1.5 - 2.0 gal/square Base SOS Base, SBS Base -P SBS Poly8ase, SBS Premium Base, SOS Smooth SBS -AA Ply SBS Base, SBS Base -P SBS PotyBase, SOS Premium Base, SOS Smooth (SBS, Asphalt -Applied) Hot asphalt at 20-401bs/square SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium UltraWhite, SBS Premium FR, SBS Premium FR Cap UltraWhite, SBS Glass, SBS Glass UltraWhite, SOS Glass FR, SBS Glass FR UltraWhite Base SBS Base, SBS Base -P, SBS PolyBase, SBS Premium Base Pty SBS Base, SBS Base -P, SBS PolyBase, SBS Premium Base SBS -CA Firestone Multi -Purpose MB Cold (SBS, Cold -Applied) Adhesive at 1.S - 2 gal/square SBS Cap, SOS Cap UltraWhite, SBS FR Cap, SOS Smooth, SBS Premium, SBS Premium UltraWhite, SOS Premium FR, SBS Premium FR Cap UltraWhite, SBS Glass, SBS Glass UltraWhite, SBS Glass FR, SBS Glass FR UltraWhite Base SBS Base, SOS Base -P, SBS PotyBase, SBS Premium Base SBS-CA2 Firestone UquiGard Membrane Ply SBS Base, SBS Base -P, SBS PotyBase, SBS Premium Base (SBS, Cold -Applied) Adhesive at 1.S - 2.0 gal/square SBS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium UltraWhite, SBS Premium FR, SOS Premium FR Cap UltraWhite, SBS Glass, SOS Glass UltraWhite, SBS Glass FR, SBS Glass FR UltraWhite Base SBS Poly Torch Base, SBS Glass Torch Base, SOS Smooth SBS -TA Ply SBS Poly Torch Base, SOS Glass Torch Base, SBS Smooth (SBS, Torch -Applied) Torch -Applied SBS Glass FR Torch, SBS Glass FR Torch UltraWhite, SOS Torch, SBS Torch UltraWhite, SBS FR Torch, SBS FR Torch UltraWhite, SBS Cap Smooth, SBS Premium Torch, SBS Premium Torch UltraWhite, SBS Premium FR Torch, SOS Premium FR Torch UltraWhite SBS -SA Base BASEGARD SA (see specific listings) Self -Adhering (SBS, self -adhering) Base APP 80 Glass Base, APP 80 Glass Base -P, APP 160-P, APP 160 0004 APP 170 COOL, APP Premium Base APP CA. Firestone Multi -Purpose MB Cold Cap APP 160-P, APP 160 COOL, APP 170 COOL, APP 180-P, APP 180 COOL. APP 180 FR COOL, APP 180 FR COOL UltraWhite, APP Premium (APP, Cold -Applied) Adhesive at 1.S - 2 gal/square FR, APP Premium FR UhraWhite Base APP 80 Glass Base, APP 80 Glass Base -P, APP 160, APP 160-P, APP 170, APP Premium Base APP -TA Ply APP 160, APP 160-P, APP 170, APP Premium Base (APP, Torch -Applied) Torch -Applied APP 160, APP 160-P, APP 170, APP 180, APP 180-P, APP 180 URraWhite, APP 180 FR, APP 180 FR UltraWhite, APP Premium FR, APP Cap Premium FR UltraWhite Exterior Research and Design, I.I.C. d/b/a TrinityI ERD Evaluation Report F8970.01.08.2 -R31 for FI984-R1l Certificate of Authorization #9503 Revision 11: 04/08/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 3 of 67 QOTRINITYIERD Alternate Cao Sheet Installation Allowances: The following cap sheets may be installed over sand -top -surfaced SBS -AA or SBS -TA base or ply membranes within asphalt -applied and torch -applied systems noted herein with the noted Maximum Design Pressure (MOP) limitations. In no case shall the substitution and the associated limitation be used to 'increase' the MDP listing in the table; rather if the particular system is less than or equal to the noted cold -cap limitation, then the substitution is permitted. Deck Type System Type Listed Cap Sheet Alternate Cold -Cap MOP (psf) Wood, Steel, Concrete, LWC, CWF, A-2, 8-1, 8-2, C, D or E SBS -AA or S8S-TA SBS -CA: SOS Cap, SOS Cap UltraWhite, SBS FR Cap, SBS Smooth, SBS Premium, SBS Premium UltraWhite, SOS -127.5 Gypsum or Recover Premium FR or 585 Premium FR UltraWhite Concrete, LWC (over concrete), SBS -CA: SOS Cap, SBS Cap UltraWhite, SBS FR Cap, SBS Smooth, SOS Premium, SOS Premium UltraWhite, SBS Gypsum or Recover (over concrete) A-1, A-3 or F SBS -AA or SBS -TA Premium FR, SBS Premium FR UltraWhite, SBS Glass, SBS Glass UltraWhite, SBS Glass FR or SBS Glass FR -180.0 UltraWhite Concrete, LWC (over concrete), A-1, A-3 or F SOS -AA, SSS -TA or APP- APP -CA: APP 160 COOL, APP 170 COOL, APP 180 COOL, APP 180 FR COOL or APP 180 FR COOL UltraWhite -225.0 Gypsum or Recover (over concrete) TA 15. "Asphaltic" vapor barrier/ temp roof referenced herein refers to 1 or 2 plies Ply IV (4) M or Ply VI (6) M or 1 ply MB Base, SBS Base, SBS Polybase or SBS Premium Base applied in a full mopping of hot asphalt. 16. "MOP" =Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. Exterior Research and Design, I.I.C. d/b/a TrinityI ERD Evaluation Report F8970.01.08 -2-R31 for FL984-R11 Certificate of Authorization #9503 Revision 11: 04/08/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 4 of 67 QOTRINITYIERD TABLE IE -1: WOOD DECKS—NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck Base Sheet Roof Cover MOP Base Fasteners Attach Base Ply Cap No. (See Note 1) (Psf) 12 -inch o.c. in the 3.5 -inch side lap and 12 -inch o.c. in two Min. 19/32-inchSBS-CA2, plywood at max. 24 -inch spans, SBS-CA2, FBC HVH21519.5.1 nails 6 -inch o.c. at the 3 -inch side lap and 6 -inch o.c. at three (3), One or more OP -AA, SBS- MB Base See Note 2 W 25 blocked max. 78 -inch o.c. SBS Base & tin caps equally spaced, staggered rows in the center of the sheet AA, SBS -TA SOS -AA, SBS- -97.5 sheet TA ASPHALT on ToncH APKIEo BASE PLr. TA MB Base or MB W-26 Min. 15/32-inchplywood at max 24 -inch spans p MB Base, SBS Base, Simplex MARX Cap 6 -inch o.c. at the 2 -inch side lap and 6 -inch o.c. at three (3), (Optional) One or more BP- SBS -AA, SBS - 105.0 See Note 2 equally spaced, staggered rows in the center of the sheet SBS Poh6ase Fastener equally spaced, staggered rows in the center of the sheet AA. SBS -AA or SBS -TA TA W-27 Min. 15/32 -inch plywood at max. 24 -inch spans MB Base Simplex MARX Cap 6 -inch o.c. at the 24nch side lap and 6 -inch o.c. at three (3), (Optional) One or more APP -TA 105.0 12 -inch o.c. in the 3.5 -inch side lap and 12 -inch o.c. in two (Optional) One or more BP - Fastener equally spaced, staggered rows in the center of the sheet APP -TA o c MB Base SELF-AONnImG BASE Pty: 121, equally spaced, staggered rows in the center of the Min. 19/32 -inch plywood at max. 24 -inch spans, SBS -AA, SBS- FOC HVH21519.5.1 nails 9 -inch o.c. at the 2 -inch side lap and 9 -inch o.c. at three (3), SBS -AA, SBS- W-28 blocked max. 78 -inch o.c. MB Base & tin caps equally spaced, staggered rows in the center of the sheet BASEGARO SA TA -52.5 TABLE IE -2: WOOD DECKS—NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck I Base Sheet Roof Cover MOP No. (See Note 1) Base Fasteners Attach Base Ply Cap (Psf) Coto-A►►UEo BATE PLY: FIRESTONE UQuiGARo MEMBRANE AOHEsIVE: Min. 19/32 -Inch at max. 24 -inch spans, blocked max. 78 -inch p p 12 -inch o.c. in the 3.5 -inch side lap and 12 -inch o.c. in two (Optional) One or more BP• SBS-CA2, W-29 O.C. MB Base See Note 2 (2), equally spaced, staggered rows in the center of the �' SBS CA2 SBS -AA, SBS- -60.0 sheet TA ASPHALT on ToncH APKIEo BASE PLr. MB Base or MB 12 -inch o.c. in the 4 -inch side lap and 12 -Inch o.c. in two (2), (Optional) One or more BP- SBS -AA, SBS - W -30 Min. 19/32 -inch plywood at max. 24 -inch spans attached Base M See Note 2 equally spaced, staggered rows in the center of the sheet AA, SBS -AA, SBS -TA or APP- TA or APP -TA •52.5 TA Min. 19/32 -inch plywood at max. 24 -inch spans, blocked max. 78 -inch 12 -inch o.c. in the 3.5 -inch side lap and 12 -inch o.c. in two (Optional) One or more BP - SBS-CA2, W-31 o c MB Base See Note 2 121, equally spaced, staggered rows in the center of the AA SBS -AA or SBS -TA SBS -AA, SBS- -60.0 sheet TA Min. 19/32-inchSBS•CA2, plywood at max. 24 -inch spans, blocked max. 78 -Inch 12 -inch o.c in the 2 -inch side lap and 12 -inch o.c. in two (2), One or more OP -AA, SBS- W 32 O.C. MB Base See Note 2 equally spaced, staggered rows in the center of the sheet AA or SBS -TA 585 -AA, SBS- •75.0 TA SELF -ADHERING BASE PLY: W-33 Min. 19/32 -inch plywood at max. 24 -inch spans, blocked max. 78-inchFMBBase See Note 2 12 -inch o.c. in the 2 -inch side lap and 12 -inch o.c. in two (2), I BASEGARD SA SBS -AA, SBS, -75.0 O.C. equally spaced, staggered rows in the center of the sheet TA Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Evaluation Report F8970.01.08 -2-R11 for FL984-1111 Certificate of Authorization #9503 Revision 11: 04/08/2015 Prepared by: Robert Nieminen, PE -59166 Appendix 1, Page 8 of 67 Page l of 2 m BCIS Home I log In ( User Registration Hot Topics I Submit Surcharge I Stats 11 Facts I Publications I FEC Staff I BCIS Site Map I Links I Search Fl 'a re 0Product Approval USER: Public User Product Approval Menu > @educt or Aoolkatbn Search > Apolk:atlon list > Application Detail FL # FL5259-R24 Application Type Revision Code Version 2014 Application Status Approved 'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com Quality Assurance Representative James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated By John W. Knezevich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 12/1/2016 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary oProducts ASTM G155 FM 4474 FRSA/TRI April 2012 TAS 103 Method 1 Option D 07/22/2015 08/07/2015 08/15/2015 10/16/2015 10/17/2016 Page 2 of 2 2005 2004 2012 1995 FL # Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R24 II 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R24.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular FL5259 R24 AE 2015 07 FINAL ER POLYGLASS UNDERLAYMENTS FLS259- underlayment system (over concrete R24.Ddf deck) for use under foam -on tile systems Created by Independent Third Party: Yes (where the underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Back Noat Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovda t 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public: -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pease provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click h=. Product Approval Accepts: ® ®� Credit Card Safe 12/1/2016 QOTRINITYIERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report P12060.02.09-1120 FL5259-R24 Date of Issuance: 02/24/2009 Revision 20:07/22/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Tf = c ' The facsimile seal appearing was authorized by Robert Nieminen, =< s-, x— ��w = P.E. on 07/22/2015. This does not serve as an electronically Robert J.M. Nieminen, P.E. r signed document. Signed, sealed hardcopies have been Florida Registration No. 59166, Florida DCA ANE1983` `°�: ;�",',` transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 0 V TRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3, Physical Properties ASTM D226 2006 1507-8.3,1507.9.3 1507.2.4, 1507.2.9.2, 1507.5.3, 1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09 -R1 11/30/2009 ERD (TST 6049) Physical Properties P13030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09 -R20 Certi lcote of Authorization #9S03 FL5259-R24 Revision 20:07/22/2015 Page 2 of 12 ��TRINITYJERD Enti Examination Reference Date ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.30.11 10/19/2011 ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07 -R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03 -R1 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03 -R1 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) Wind Uplift PLYG-SC8905.15 07/22/2015 ICC -ES (EVL 2396) IBC Compliance ESR -1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Control Service Confirmation, R14571 Exp. 08/08/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation, MTS PLUS Exp. 07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self-Adherine Underlavments: 4.2.1 Polystick MTS is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR -Xe is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D3970. 4.2.4 Polystick TU Plus is a nominal 80 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130 -mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60 -mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09 -R20 Certificate of Authorisation #9503 FL5259-R24 Revision 20: 07/22/2015 Page 3 of 12 QOTRINITYIERD 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and -Mule -Hide SA -APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 4.2.8 Polystick Dual Pro'" is a norninal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.9 Polystick Tile Pro'" is a nominal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlavments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R20 Cerci lcote of Authorization #9503 FL5259-R24 Revision 20:07/22/2015 Page 4 of 12 TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal wood Shakes & Shingles Slate Yes Yes Elastobase Yes (base layer In 2 -ply (base layer In 2.pN Yes Yes Yes system) system) Yes Yes Elastobase P Yes (base layer In 2 -ply (base layer In 2 -ply Yes Yes Yes system) system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR -Xe Yes No No No Yes Yes Polystick TU P Yes Yes No Yes Yes See 5s Polystick TU Plus Yes Yes Yes Yes Yes Yes See 5.5.1 Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes Yes Yes Yes See 5.5.1 Elastoflex S6 G Yes Yes es No Yes Yes See S.Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes No Yes Yes See 5.5.1 Mule -Hide SA -APP Cap Sheet Yes Yes Yes No Yes Yes or SA -APP Cap Sheet (FR) See 5.S.1 Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R20 Cerci lcote of Authorization #9503 FL5259-R24 Revision 20:07/22/2015 Page 4 of 12 "I" TRINITY I ERD 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. ✓ 31%11"' 2 -Component Roof Tile Adhesive AH -160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) or Tile Pro. ✓ 3MI Foam Roof Tile Adhesive RTA -1 (FL6276): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) or Tile Pro ✓ Dow TileBond (FL717): Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro ✓ Convenience Products' Touch 'n Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OS8 sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09 -R20 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 5 of 22 ��TRINrrYIERD 5.6.3 Bond to Mechanically Attached Base Laver: - Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Polyflex G or G FR torch -applied to: ➢ Elastobase; Elastobase P or Mule -Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- 12), Appendix A, Table IA or FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure = -90 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. 5.6.4.2 Maximum Design Pressure = -135 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4 -inch wide strips of Elastoflex SA -V over all plywood joints. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. 5.6.4.3 Maximum Design Pressure = -315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. 5.6.4.4 Maximum Design Pressure = -622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: PG100 or ASTM D41 Underlayment: Elastoflex S6 G. applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.5 Maximum Design Pressure = -30.0 psf'. Deck: Min. 15/32 -inch OSB to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R20 Certificate of Authorization #9S03 FL5259-1124 Revision 20: 07/22/2015 Page 6 of 12 TRINITY I ERD 5.6.4.6 Maximum Design Pressure = -37.5 Dsf•. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. 5.6.4.7 Maximum Design Pressure = -37.5 Dsf'. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure = -45 Dsf". Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 4 -inch o.c. at the 2 -inch wide side laps and 4 -inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.9 Maximum Design Pressure = -45 Dsf'. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 9 -inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.10 Maximum Design Pressure = -45 Dsf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 18 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.11 Maximum Design Pressure = -52.5 Dsf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.12 Maximum Design Pressure = -52.5 Dsf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC. Certificate of Authorization #9S03 Evaluation Report P32060.02.09 -R20 FL5259-R24 Revision 20: 07/22/2015 Page 7 of 12 QOTRINITYIERD 5.6.4.13 Maximum Design Pressure = -52.5 usf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.14 Maximum Desien Pressure = -60 ME Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied�in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.15 Maximum Desien Pressure = -60 usf. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12 -inch o.c. at the 4 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.16 Maximum Design Pressure = -90 usf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.17 Maximum Design Pressure = -90 osf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.18 Maximum Design Pressure = -90 usf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.19 Maximum Design Pressure = -97.5 usf. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 4 -inch o.c. at the 4 -inch wide side laps and 4 -inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. 5.6.4.20 Maximum Design Pressure = -105 usf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, LLC. Certificate of Authorization !9503 Evaluation Report P12060.02.09 -R20 FL5259-R24 Revision 20: 07/22/2015 Page 8 of 12 NTINI-rYIERD 5.6.4.21 Maximum Design Pressure = -112.5 psf. Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of AH). Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. 5.6.4.22 Maximum Design Pressure = -120 Dsf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH1. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.23 Maximum Design Pressure = -120 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH1. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.24 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.25 For mechanically attached base sheet in a 2 -ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. 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 ANSI/SPRI WD1. Assemblies marked with an asterisk' carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase or Elastobase P shall not be left exposed for longer than 30 -days after installation. Polystick IR -Xe shall not be left exposed for longer than 90 -days after installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180 - days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or S6 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. Exterior Research and Design, LLC. Evaluation Report P32060.02.09-1120 CertiOcate of Authorization 09503 FL5259-R24 Revision 20:07/22/2025 Page 9 of 12 "V�TRINITY�E RD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile Applications: Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. 6.4 6.4.1 6.4.2 Polystick MTS, MTS PLUS, IR -Xe, TU P. TU Plus, TU Max Polyflex SAP or SAP FR. Mule -Hide SA -APP Cap Sheet or SA - APP Cap Sheet (FR). Dual Pro or Tile Pro: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1 -inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed All seal -lap seams (selvage laps) must be l firmly rolled with a minimum 28 Ib. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). View of Ovelap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall have a 6 -inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09 -R20 Certificate of Authorization +x9503 FL5259-1124 Revision 20: 07/22/2015 Page 10 of 12 1. J ��TRINITYJERD Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40 -Ib weighted -roller or, on steep slopes, use of a stiff broom with approximately 40 -lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 Ib roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed for Polystick IR -Xe): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2 -ply system, consisting of base sheet and self -adhering top sheet(s), base sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. For nail -on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.4.4 Two (2) Ply Underlavment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2 -ply underlayment system is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2 -ply underlayment system is desired. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex 56 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8 -inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 - inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8 -inch flow of modified compound beyond the lap edge. 6.7 Tile StaainR: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent the sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R20 CertiOcate of Authorization #9503 FL5259-R24 Revision 20:07/22/2015 Page 11 of 12 ��TRJNJTy I ERD 6.7.4 For nail -on the systems over Polystick MTS PLUS: Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1120 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 12 of 12