Loading...
HomeMy WebLinkAbout2446 Grandview AveCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: d3j S 0 Documented Construction Value: $ eOy Job Address: ''-17h (9AW6o) Historic District: Yes No F Parcel ID: 3i- d --y - (5-1 % " 00oD Residential Commercial Type of Work: New Addition Alteration Repairr Demo Change of Use Move Description of Work: RC Koo r zwe j Plan Review Contact Person: QA-,.-- Title: r ff Phone: 'fu h ' $01-33 Fax: Email: y0 1" 'w mG t Property Owner Information L0 Name 1?&V"r7'A ('Q0X1.,C-2 Phone: II -D i li0a ®Milo Street: t2J'y6 OILA!k UI Ew Ad L Resident of property? : ya City, State Zip: SA J)5i 6Pl) F-4 Sol Contractor Information Name fjf '05 cfFr Phone: Street: Fax: City, State Zip: o /Cc 2SL State License No.: C Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: 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 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 construc 'on and z ing. Signature of Owner/Agent Date k,cW114E7k w Cor>GL fj Print Owner/Agent's Name of N LINDA L. DIX Y COMMISSION # FF 151336 EXPIRES: October 21, 2018 Date 201 (o Signature of Contractor/Age Date loct,t C P Print Contractor/Agent's Name of Florida Date LINDA L. DIX Y COMMISSION # FF151336 EXPIRES: October21, 2018 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: IF 9. 111(, Revised: June 30, 2015 Permit Application 0 of antral Florida, Inc. CCC 057050 P.O. Box 540291 Orlando, Florida 32854 407/467-3232 FAX: (407) 601-2205 PROPOSAL SUBIV1t TeEDT/O, PHONE DATE STREET JOB NAME L CITY, STATE, and ZIP C( JOB LOCATION CONTRACT PROPOSAL WE SUBMIT this estimate to WEP OPOSE to rnish material an or as stateid above Dollars ($ &R-2-2eZ 4 With payment to be made as follows: This price is good for days and is void thereafter at the option of the contractor. Access to the building is implied, and although we will due care, we will not be responsible for cracked driveways. If the OWNER fails to pay in the manner set out above, the owner agrees to pay interest on the unpaid balance in the amount of 1.8% per month and the contractor's attorney fees and costs of collection. We will INSPECT for rotten wood and REPLACE wood as needed for the cost of materials and labor at $ per man hour in addition to price quoted above. We EXTEND two-year leak warranty on the roof described above. This warranty extends to repair or replacement and does not include consequential damages. NOT RESPONSIBLE FOR WATER DAMAGE EXCEPT DURING REROOFING. This warranty extends only to present owner. We EXCLUDE from the above warranty damage to the roof caused by rising nails, natural disasters, or acts of God. Sign white copy and/return Accepted "V Date THIS NameNSTRU PR ARED 1 i i i1 iit I11 1 i i.ii i11 illli Ifl I1 1c n Address: Ole, tu—w IIIA: i rltifl: yAI- N1: 1110 1:'3E L..k::fa:. t.if {:i)!,t-::: NOTICE OF COMMENCEMENTCLERK S 4: 2016068,4,65 State of Florida 21:11c5 County of Seminole fif:C!J _I...I:i :-: Permit Number: l[iJ_ --w Parcel ID Number: -/9 3l S6 ©000 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. DESCRIPTION OF PROPERTY: (Le at description of the propert and street add s if available) t Df 3 Soca a iAV 21 s•o/ FJEw) p ff -3 P6 ra Q vj6 GENERAL DESCRIPTION OF IMPROVEMENT: RE poor OWNER INFORMATION: Name: )44N, IM G'pTj6 i Address' aS/W 1?t411Ib 001 AI)Z ,S4'k)E'D j= ,7 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR•411 Name: e f _ 2 n Address: -L - 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)(b), Florida Statutes. Name: A)0A 9 Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. cc Owners Sig Lure Owner's Printed Name S-'pn, tt l.....-ATO N Florida Statute 713.13(1 )(g): "The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' zrqj— r U 8 U. State of Ele,,-,L, Countyof The foregoing instrument was acknowledged before me this 3 f day of 20 L=' a t by l rt r7 z: 1 1 ac !2r' Who is personally known to me ! q Name of persbA making statement t2 g OR who has produced identification type of identification produced: o 12 Nva. 3 r' LYNDA. 1 w us 0L. I 3 U a\ `,Notary Signature LL C). J E}: 3.FS: rc!®v4P23.l.!)7 (I O F O 0 UJ v U rn City of Sanford Roof Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. veCopy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). G A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the 'City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). For Re -Roof Permits other than asphalt shingle, wood shake or wood shingle, please provide two (2) copies of Florida Product Approval and Manufacturer Installation Instructions for the roof covering product and the underlayment. Contact person information entered in Naviline? Application forms stamped received and initialed? These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised.• February 2015 RECORD COPY Nee 2 of 2 Page 1 of 2 L eel a4, a Hot Topics i Submit Surcharge i Stats & Facts i Publications i F Star I aclS Site Ma ' D i Links ( Search PCQduct or gooli do Application Detail comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance RepresentativeAddress/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developedtheEvaluationReport Florida License Quality Assurance Entity Quality Assurance Contract Expiration DateValidatedBy Certificate of Independence Referenced Standard and Year (of Standard) FL5259-R24 Revision 2014 Approved Approved by DBPR, Approvals by DBPR shall be reviewed and ratifiedby.the POC and/or the Commission if necessary, C REVIEWED POR CODE COMPLIANCE POLYGLASS USA---------------- 150 Lyon Drive PLANS EXAMINER Fernley, NV 89408 ; - ( -?- t 570) 384-1230 Ext 242 DATE Jakins@POiyglass.com James Akins Jakins@POIYglass.com Steve Wadding 150 Lyon Drive Fernley, NV 98408 602) 363-7139 stevew@polygiass.com James Akins 555 Oakridge Road Humboldt Industrial PkwyHazleton, PA 18201 800) 894-4563 jakins@polyglass.com Roofing Underlayments SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 6. 2325 Evaluation Report from a Florida Registered Architect or a LicensedFloridaProfessionalEngineer L Evaluation Report - Hardcopy Received Robert Nieminen PE -59166 UL LLC 07/01/2017 John W. Knezevich, PE Validation Checklist - Hardcopy Received F152 R A Col 015 Ol COI Ni minPn f standard ASTM D1970 ASTM D226 2009 ASTM D6164 2006 ASTM D6222 2005 ASTM G154 2008 2006 v\ -DING S p,1F OFtD OFPAR-` 11 / Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 02/19/2015 Date Validated 02/21/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 FL # Model, Number or Name 11175.1 Non -Structural Metal Roofing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation for allowable pressures and limits of use Page 2 of 2 Description Fastened, snap lock, and mechanically seamed panels Installation Instructions FI t 1175 R2 II Evaluation Report 2014 FBC SEM12001 1 Metal Roofino.pdf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FI 11175 R2 AE Evaluation Report 2014 FBC SEM12001.1 Metal Roofina.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida 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 mail. If you have any questions, please contact 850.487.13950.). 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: OeC,l+ect Credit Card Safe http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3 GvupZZI%2... 8/15/2016 J TRINITY I ERD 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 -R20 FL5259-1124 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 51h 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. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity l ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 07/22/2015. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) 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. 5. 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. INITYJ ERD 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 3. 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 P11030.11.09-1 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, LLC. Evaluation Report P12060.02.09 -R20 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 2 of 12 1 TRINITY ERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 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 -Adhering 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 D1970. 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, LLC. Evaluation Report P12060.02.09 -R20 Certificate of Authorization 119503 FL5259-R24 Revision 20:07/22/2015 Page 3 of 12 0 TRINITY I ERo 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 nominal 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. 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: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal wood Shakes & Slate Shingles Yes Yes Elastobase Yes base layer in 2 -ply base layer in 2 -ply 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 Yes No Yes Yes See 5.5.1 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 56 G Yes Yes Yes No Yes Yes See 5.5.1 Elastoflex 56 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 YesNo or SA -APP Cap Sheet (FR) Yes Yes See 5.5.1 Yes Yes Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1120 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 4 of 12 µxi J TRINITY ERS 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 31VI'm 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. 3M` 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 OSB 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, LLC. Evaluation Report P12060.02.09 -R20 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 5 of 12 TRNrryjER© 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 1A 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 Desien Pressure = -135 psf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) PG 100 or ASTM D41 Joints: Min. 4 -inch wide strips of Elastoflex SAN 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 #9503 FL5259-R24 Revision 20: 07/22/2015 Page 6 of 12 1 RIN11Y I ERD 5.6.4.6 Maximum Design Pressure = -37.5 psf*. 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 psf*. 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 psf*. 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 psf*. 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 psf. 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 psf. 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 psf. 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. Evaluation Report P12060.02.09 -R20 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 7 of 12 TRINITY 1 ERD 5.6.4.13 Maximum Design Pressure = -52.5 psf. 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 Design Pressure = -60 psf. 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 Design Pressure = -60 psf. 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 psf. 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 Desien Pressure = -90 psf. 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 psf. 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 psf. 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 psf. 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. Evaluation Report P12060.02.09 -R20 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 8 of 12 TRINITY ERD I 5.6.4.21 Maximum Design Pressure = -112.5 psf. 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: 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 Desien Pressure = -120 psf 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 CMG 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 56 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 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 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 P12060.02.09 -R20 Certificate of Authorization #9503 FL5259-R24 Revision 20:07/22/2015 Page 9 of 12 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 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: 6.4.1 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. 6.4.2 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 firmly rolled with a minimum 28 Ib. hand kMc 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, LLC. Certificate of Authorization #9503 Evaluation Report P12060.02.09-1120 FL5259-R24 Revision 20: 07/22/2015 Page 10 of 12 TRINITYJ ERD 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 Underlayment 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 S6 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 Staging: 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 tile 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 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 11 of 12 QOTRINITYIERD 6.7.4 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. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight 48) hours. 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. QUALITY ASSURANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R20 Certificate of Authorization #9503 FL5259-R24 Revision 20: 07/22/2015 Page 12 of 12 Florida Building Code Online Page 1 of 2 BCIS Home Log In ; User Registration Hot Topics Submit Surcharge i Stats & Facts i Publications i FBC Staff i BCIS Site Map Links j search b a - igd Product Approval USER: Public User j P r Q Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11175-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 i 904) 696-4682`` jhkelsey@semetals.com Authorized Signature Jim Horton jwhorton@semetals.com 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 Jeremy Kelsey 11801 Industry Dr. Jacksonville, FL 32218 904) 757-4200`x' Ext 4682 jhkelsey@semetals.com Jim Horton 11801 Industry Drive Jacksonville, FL 32218 jwhorton@semetals.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensea Florida Professional Engineer Evaluation Report - Hardcopy ReceivedZacharyR. Priest PE -74021 UL LLC 12/31/2020 Locke Bowden Validation Checklist - Hardcopy Received FL11175 R2 COI Evaluation Report 2014 FBC SEM12001 1 Metal Roofino.pdf Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 Equivalence of Product Standards Certified By Sections from the Code @: http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 GvupZZI%2... 8/15/2016 TECHNICAL, SERVICES, LLC EVALUATION REPORT Manufacturer: Southeastern Metals Mfg Co., Inc. 11801 Industry Drive Jacksonville, FL 32218 800) 874-0335 Manufacturing Plants: Jacksonville, FL Quality Assurance: Underwriters Laboratories Inc. (QUA1743) PRODUCT DESCRIPTION Non -Structural Metal Roofing Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 2014 FLORIDA BUILDING CODE Report Issued February 18, 2015 Profile: SM -RIB Description: min. 29 ga.; Fy = 80 ksi; 3/4" rib; 36" coverage; fastened panel Profile: 5V Crimp Description: min. 29 ga.; Fy = 50 ksi; 7/16" rib; 24" coverage; fastened panel Profile: PBR Description: min. 26 ga.; Fy = 80 ksi; 1-1/8" rib; 36" coverage; fastened panel Profile: Corrugated Description: min. 26 ga.; Fy = 33 ksi; 1/2" corrugation; 24" covera e; fastened panel Profile: Sem-Lok Descri tion: min. 26 a.; Fy = 50 ksi; 1" rib; 16" coverage; snap lock standing seam panel Profile: Sem-Lok Description: 016 ASTM B 370 copper clad Type 430 stainless steel (Copper XTTM); 1" rib; 16" coverage; snap lock standing seam panel Profile: Sem-Lok Description: 032 aluminum 3105 H-24; V rib; 16" coverage; snap lock standing seam panel Profile: Verti-Lok Description: min. 24 ga.; Fy = 50 ksi; 1-3/4" rib; 16" coverage; snap lock standing seam panel Profile: Rock -Lok Description: min. 24 ga.; Fy = 50 ksi; 2" rib; 16" coverage; mechanically seamed standing seam panel SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3.2 Properties: Wind Resistance SEM12001.1 FL11175-R2 Pace 1 of 17 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEKMetal Roof Systems TECHNICAL SERVICES, LLC 26 ga. Sem-Lok Slope: 3:12 or greater Deck: Min. 15/32" plywood for new and existing construction; Designed per FBQ Min. attachment is 2-1/2", 8d ring shank nails 6" o.c. at perimeter and field at max. 24" span Underlayment: As required in accordance with 1507.4.5 Attachment: 1 #10-12 pancake head wood screw installed as shown below with min. 3/8" deck penetration Allowable Pressure: 52.5 psf when fastened max. 7" o.c. as shown below Pressure calculated using 2:1 margin of safety per 1504.9 j-+---- 16" Coverage — — — — - ---{ 4 I i^ ey min.. 15132" plywood ' Yl,.. 10-12 pancake head. wood screw 7" o.c. with.min. 3/8" deck penetration. Lap Detail: SEM12001.1 FL11175-R2 Paqe 6 of 17 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. iff lar Southeastern Metals Manufacturing Co., Inc. Metal Roof Systems TECHNICAL, SERVICES, LLC REFERENCES Emth Report No. Standard Year Certified Testing Laboratories (rST1577) CTLA 110R-1 TAS 125 2003 Certified Testing Laboratories (TST1577) CTLA 111R TAS 125 2003 Force Engineering and Testing (TST5328) 188 -0330T -06D. E TAS 125 2003 Force Engineering and Testing (rST5328) 188 -0331T -06D, E TAS 125 2003 Force Engineering and Testing (TST5328) 188 -0332T -06A, B TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-1019-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-0812-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0041-00202-10 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM -013-02-02.04 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM -016-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) SEM -018-02-01 TAS 125 2003 LIMITATIONS 1. This evaluation is not for use in the HVHZ. 2. Fire classification is not within the scope of this evaluation Design wind loads shall be determined in accordance with FBC Section 1609. 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 4. The maximum fastener spacing for the approved assemblies shall not be exceeded. 5. Reroofing shall be conducted in accordance with FBC Section 1510. 6. Panel materials shall comply with FBC Section 1507.4.3 7. Fasteners shall comply with FBC Section 1507.4.4 8. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 9. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products and assemblies evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code. p No 74021 . r O: STATE OF : Al P. • • 01 AX - CERTIFICATION OF INDEPENDENCE 2015.02. g 15:59:52 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. SEM12001.1 FL11175-R2 Page 16 of 17 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. Con"' REEK Metal Roof Systems TECHNICAL SERVICES, LLC Zachary R. Priest, P.E. does not have, now will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, now will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT SEM12001.1 FL11175-R2 Page 17 of 17 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. City of Sanford Roof Permit Application Checklist r° r All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: tit$.- . `t,a aRl 5 ``+... Build p r ;i p I onee 'pleted, signed and notarized. Application must include correct address and nur o-^' ` Copy of applicable- con ractor'•s license issued by the State of Florida (if the contractor is the applicant). WA A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. CD f -f 'Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Ili , Completed'4hd sigdedL. wner Btuilder Statement / Affidavit (if the owner is the applicant). a t These guidelines were com ded''to assist theaapplicant in preparing a roo ermit application and may not begpppppgfpppY complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. iU Pi1BiC . .i"''il 1 i ini Ci:! '1 -0'^`,.• i.'Qi ii ?i.jt.''fifti i•- si.. t7w..• fir nl iiiµ'. I u 7 CITY OF SANFORD BUILDING SERVICES. Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at q k-, tt S fCZ .12_ C(D L/ Ef_. V) Alf, and have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or he fficial duty shall constitute a misdemeanor of the second degree pursuant to Sectio .0 .S. Signature of Contractor Date Printed Name of Contractor License # License Type: General Building Residential Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF SZ N tj 61,f Sworn to (or affirmed) and subscribed beforea this a. go day of 0(464S. , 20 IL_, by 3 LAPZ / E2 CC , who is 7?ersonally Known to me or has Produced (type of ident'fi ation) as identification. SEAL) Signature of Nota Public State of Florida KEN11EiHA4000UR r :A EE'20W Print/Type/Stamp ?*0 1' fXPI ME eptember29,20,16 of Notary Public sr'rFovrt°a BoiidedRuuBudQdNo rySpnnces 3 51 6