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HomeMy WebLinkAboutBUILDING PERMIT APPLICATION All APPLICABLE INFO MUST.BE COMPLETED FOR APPLICATION TO BE ACCEPTED 0 Permit Number. er: RECEIVED OV. JUL 19 2021 St.Lucie County Building Permit Application Permitting Planning and Development Services Building and Code Regulation Division Commercial Residential XXX 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 PERMIT APPLICATION FOR: Re roof PROPOSED IMPROVEMENT LOCATION: Address: 8409 S. Indian River Drive, Ft. Pierce, FL Property Tax ID#: . 3518 433 0001000 6 Lot No. Site Plan Name: Cottage Block No. Project Name: Rear cottage -DETAILED DESCRIPTION'OF WORK: Remove existing metal stamp shingles, replace with 5 V Crimp - 26 gauge metal Underlayment - OC - Titanium - FL 29444=r1 5V Crimp Metal - Integrity metal - FL 11602 =R11 New Electrical Meter Second Electrical Meter (Affidavit required) CONSTRUCTION INFORMATION: Additional work to be,performed under this permit—check all that apply: —Mechanical —Gas Tank —Gas Piping Shutters Windows/Doors Pond —Electric —Plumb,ing —Sprinklers —Generator XXX Roof 5/12 Pitch Total Sq. Ft of Construction: 1050 sq. ft Sq. Ft. of First Floor: Cost of Construction: $ 5000 Utilities: —Sewer _Septic Building Height: -:OWN ER/LESS'EE: ,'--'CONTRACTOR: Name Yahov & Anat Benkiki Name: Vi;;anova Construction Inc. Address: 8409 S. Indian River Dr. Company: Villanova Construction Inc. Ft. Pierce FL City. State: Address: 2908 Oleander Blvd. Zip Code: 34982 Fax: City: I Ft. Pierce, State: FL Phone No. Zip Code: 34982 Fax: E-Mail: Phone No 772 940 6654 Fill in fee simple Title Holder on next page(if different E-Mail rayvillan@aol.com from the Owner listed above), State or County License_ CCC1324072 If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. If value of HAVC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects,perform the work in accordance with.the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted'on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature f Owner/Lessee/Contractor as Agent for Owner STATE OF FLORIDA S COUNTY OF t. Lucie Sworn to(or affirmed)and subscribed before me of Physical Presence or Online Notarization this I C� day of '714 204 by �o�v •ra.dv,�, V't\\o,�bV o" Name of person making statement. Personally Known OR Produced Identification Type of Identification Produced (Signature of Notary lic- orida) DEANNAGI ViNz Notary i*�` ���: Public•State of-,lorida � �• Q (S,(,� mission HN D86354 Commission No.\-\N\ 5 }�`C� m,Expires fan 28,2025 oF�:: Y Assn. Bonded through Nations!Notary REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev 5/20/21 ST. LUCIE WORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATI �UEGOPY RE . IEWED FOR Florida Building Code 7th Editiot;VM COMPLIANCE Based on Section 1525 of the Florida Building oBpilti@CIE �`® NT t� ;�gocc-/wl?'(INSTRUCTION PAGE 9.� COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A, B,C Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A, B, D I- 4,56,7 Concrete or Clay Tile A, B, D, EVX 1,2,3;4;56,7 Metal Roofs A, B, D Wood Shingles and A,B, D Shakes Other As Applicable 34A6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 l/ 4 1 ST. L.UCIE WORKS File Cop, Section A(General Information) REVIEWED FOk Master Permit No. Process'o® 0 MMPUANCE Contractors Name: DVY�IJ� e�i2��se# C C c�ST 2/�®UN TY y _ Job Address 'q @N ROOF CATEGORY 13 Low Slope E3 Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles jE&etal Panel/Shingles ❑Wood Shingles/Shakes El Prescriptive BUR-RAS 150 ROOF ROOF TYPE- 0 New roof ❑ Repair ❑ Maintenance eroofing ❑Recovering ROOF SYSTEM INFORMATION �j Low Slope Roof Area(SF) 49 CAS Steep Sloped Roof Area (SF) �(J �S Total (SFy��(� s� 7//� `�/i Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. -- 3 s ST. LUCIE WORKS File F �Ill Cory REVIEWED FOR �➢� �,,•_ CODE COMPLIANCE Section D (Steep Slope Roof System,)) S LUCIE COUNT` Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): qoj� Zone 1�"Zone 2e:.�li/ Y�Gone 2n:7done 2r: r aL�gone 3e: Zone 3r: DeekType n ' Type.Undataym6"': 9 [Roof slop e:' 12 ltisutatiofl>: Fite aat ' Ridge-VentitAtiorl? Fastener Type�.Spacing: Z)G J-►e - tkdhesivia Type: Type Caa.Sheet: ° Mean RoctHeight �✓ Roof>eovedng 43-V Cry.-n Types&.Size.Drip 3 Edge: 3/8/2021 Florida Building Code Online l / 77, r 1W in ill L r.; I,-,iUd 1,� 7r BCIS Home Log In User Registration Hot Topics,I Submit Surcharge i Stats&Facts Publications Contact Us ! BCIS Site Map I Links Search ba file Cop% r `~, A.�Product Approval USER:Public User �(� �� Product Approval Menu>Product or Application Search>Application Lis[>Application Detail R&E I EWE D F01 i FL# FL29444-R1 CODE cCOMPLIA ' Application Type Revision Code Version 2020 ST. L CIE COON ` ~ Application Status Approved BOCC 7N/4 Comments. Archived Product Manufacturer. Integrity Metals LLC Address/Phone/Email 2604 B Piper Drive Vero Beach, FL 32960 (772)584-2654 Admin@integritymetalsfl.com Authorized Signature Joe Keene Admin@integritymetalsfl.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida,Engineer or Architect Name who developed the David Eng Evaluation Report Florida License PE-81377 Quality Assurance,Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 05/25/2023 Validated By James R Wally, PE Validation Checklist- Hardcopy Received Certificate of Independence FL29444 RI COI 032AI IM100 plywood.pdf Referenced Standard and Year(of Standard) Standard Year UL 580, 2006 i Equivalence of Product Standards Certified By Sections.frorn the Code I Product,Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app_d l.aspx?param=wGEVXQwtDgvTnWPlazlv9GjD7uOUuMLr4mncMYBnSpHVKds7D[EFkg%3d%3d 1/3 3/8/2021 — " Florida Building Code Online Date Submitted 07/29/2020 Date Validated 07/31/2020 Date Pending FBC Approval 08/05/2020 Date Approved 10/13/2020 Summa of Products FL# Model,Number or Name Description 29444.1 .01 032AI(nom) IM100 on 15/32" 0.032"aluminum (nom) IM100 Integril-ok on 15/32"plywood plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ: No FL29444 R1 II 032AI IM100 plywood,pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant:N/A Created by Independent Third Party: Yes Design-Pressure:+N/A/-153.5 Evaluation Reports Other: -153.5 psf @ f5"o.c. WITH adhesive-57.62 psf @ FL29444 R1 AE 032AI IM100 plywood.pdf f5"D.C. WITHOUT adhesive. Created by Independent Third Party:Yes 29444.2 .02 26ga(min)IM36 on plywood 26ga(min)IM36 on 15/32" plywood (min) Limits of Use Installation Instructions Approved for use in HVHZ: No FL29444 R1 II 26ga IM36Ag_plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact_Resiistant:..N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-78.5 . Evaluation Reports Other: -78.5psf @ 12"o.c.with 9"-9"-9"-9"fastener pattern FL29444 R1 AE 26ga IM36Ag_plywood.pdf Created by Independent Third Party: Yes 29444.3 03 26ga(min)IM450 on 15/32" 26ga(min)IM450 1.5" (nom)snaplock panel with 16"coverage plywood (max)on 15/32"plywood Limits of,Use Installation Instructions Approved for use in HVHZ: No FL29444 R1 II 26ga IM450 plywood.pdf Approved foi=use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86 Evaluation Reports Other: -86 psf @ 12"D.C. using 3"clip with(2)fasteners FL29444 R1 AE 26ga IM450 plywood.pdf Created by Independent Third Party: Yes 29444.4 04 26ga(min)IM5V on 15/32" 26ga(min)IM5V on 15/32" plywood (min) plywood Limits-of,Use Installation Instructions Approved for use in HVHZ: No FL29444 R1 II 26ga IM5V plywood.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Evaluation Reports Other: -116psf @ 12"D.C.with 12"-12"fastener pattern FL29444 R1 AE 26ga IM5V plywood.pdf Created by Independent Third Party: Yes 29444.5 05 26ga(min)IM36 on OSB 26ga (min) IM36 on 17/32"OSB(min) Limits of Use Installation Instructions Approved'for use in HVHZ: No FL29444 R1 II 26ga IM36Ag osb.pdf Approved for use outside HVHZ:Yes Verified By: David Eng, PE 81377 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: -93.5psf @ 12"o.c. with 9"-9"-9"-9"fastener pattern FL29444 R1 AE 26ga IM36Ag osb.pdf Created by Independent Third Party: Yes i Contact Us::2601 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 850.487.1395.-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 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: ,. '• : tvsv �:.. � eC feel. i Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvTnWPlazlv9GjD7uOUuMLr4mncMYBnSpHVKds7D]EFkg%3d%3d 2/3 1 �r ;41 M5V Panel 26ga (min) 24" wide 5V panel on 15/32" plywood Florida Product Approval Number 29444.4 Compliance staterne'ht This product as described has demonstrated compliance with Florida„Building Code 2020, Section 1504.3.2, as required by Rule 61 G20-3, method 1 D Manufacturer: Integrity Metals, LLC 12640 Piper Dr, Ste. B, Vero Beach, FL 32960`1'772-584-2654 1 www.intregritymetalsfl.com Product: IM6V is an exposed fastener 5V style panel with a 24" coverage, and nominal rib height.pf 7/16." Material: . This'product is manufactured'from 26ga (min) steel with corrosion resistance per FBC 1507.4.3:' Fastener-., #10 x 1-1/2"fastener with.sealing washer, compliant with FBC ` 1506.6. Larger diameter and longer length fasteners are acceptable. Stainless steel'fasteners may be used. Substrate/D'eck: Minimum 15/32"thick plywood. !Underlay.'ment:_ Comply,with FB.1� 1507.1 1,where applicable. r, l fit) '..' ,. Zlope: ! : Comply with FBC 1507 4.2 where applicable. :.Technical Docurientation: This product has been tested'to the UL 580-06 and UL 1897-04 (revised,2008) standard by I.ntertek Testing (TST-1527), report 172-26.03-450-44 R0. This test report is owned by Quality Metal R6;bf,]Fabri6ator9, who has given written authorization for Integrity Mdt0s16 use this report. Max. Allowable Loads & Method"A: 116psf I Install fasteners in 12-12" pattern (one fastener per rib), at 12" o.c. max. Installation Requirements: Factor of Safety of 2.0 applied to calculate.allowable loads. `;Evaluated By- David:Eng; PE Timberlake Cove,'LLC `��+„�►rr�� 3324 W.'Univ. Ave#206, Gainesville'FL 32607 PE Lic. No: 81377 ����pPJ��`'E'•F ''% CA Lic. No: 33344 ti11 L J ':C www.timberlakecove.com * NO.81377, ATE �ssORIDP ''�TONAL www.IntegrityMetalsFI.com Page 1 I INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 Panel Accessories: The manufacturer does not require the use of closures, sealants, butyl, or other similar accessories between bottom edge of panel and drip edge, or in other locations. The use of closures and sealants may be advisable in some cases, however that decision is the discretion of the project owner and the installer. Certification iof Independence: David Eng, PE and Timberlake Cove, LLC do not have; nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Exclusions & Limitations: Design of deck and roof structure (to include attachment of plywood or wood plank)shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC i504.3.2, as required by Rule 61 G20- 3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61 G20-3, and makes no express or implied warranty regarding performance of this product. Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: ■ Enclosed and conforms to wind-borne debris provisions and is a regular shaped building ■ Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. FL29444.4 www.integrityMetalsFi.com Page 2 INTEGRITY 2604 Piper St Ste B METALS Vero Beach FL 32609 METAL ROOFING MADE HERE (772) 584-2654 —a Design Load Tables:' Select the appropriate load table that applies to the a-`�\ 2 2 3 structure in question. 2\ i z Determine the design wind speed for the project \\ � —� location. 2 1 ) 2 2 3 a 2 2 3 T Use the attachment.method indicated for that /2%' windspeed within each roof zone. 2 2i-' NOTE:ASCE 7-16 and FnBC 2020 adopt a 7-zone a 3 3 a concept. For the load tables below, the worst case was taken for each zone and reported using the -'�a�— HIP ROOF GABLE ROOF a�- standard zones 1-2-3: e M.OF LEAST HOIZONTAL DIMENSION OR B<n,WHICHEVER IS SMALLER BUT NOT ICSS TNAN EITHER A','.OF LEAST HORIZONTAL DIMENSION OR JFT(0.4M) Zone 1 includes zones 1.I and 1' OR AS DETERMINED BY DESIGN OR OTHER APPLICABLE CODE Zone 2 includes zones 2e, 2r, and 2n ROOF ZONES FOR GENERIC BUILDING Zone 3 includes zones 3e and 3r Combining these zones'creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. FASTENER PATTERN AT 12" O.C. Method A: Install fasteners in 9- 12-12" pattern (one fastener per rib), at 12" o.c. max NR: Consult a design professional to assess the #10 X 1=12"•WOOD SCREW.W/ proposed installation SEALING WASHER Use this load table for structures which'meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gablelhip roof with max slope of 450 Have either a flat roof,or gable/hip roof with max slope of 450 Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL29444.4: 26 a IM5V on 15/32" 121=ood FL29444.4: 26 a IM5V on 15132" Plywood Wind 120 130 140 1501160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A Zone 1: A A A A A A A N- N- Zone 2: A A A A A A A A NR Zone 2: A A A A Zone 3: A A A A A A A R R Zone 3: A A A NR N- NR Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 7°,hip roof with Have either a flat roof less than 7°,hip roof with max slope of 450,or gable roof with slope between 200 and 450 max slope of 45°,or gable roof with slope between 20'and 45' Have a mean roof height of 30 feet or less Have a mean roof height of 30 feet or less FL29444.4: 26 a IM5V on-15132" ply&ood FL29444.4: 26 a IM5V on 15/32" Plywood Wind 120 130 140 150 '160 170 180 190 200 Wind 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A Zone 1: A A A A A A A A NR Zone 2: A A A A A A A A A Zone'2: A A A A A Zone 3: A A A A A A A A NR Zone 3: A A A NR R NR R lR FL29444.4 www.IntegritVMetalsFi.com Page 3 3/1/2021 --' -- Florida Building Code Online h, Z11-3,l RAJ "a ^..a. Jt4 X49k�s {` `ate vgr to „i BCIS Home Log In i User Registration~i Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ��Search Florida I } "' 1.Prod Product Approval l/l r RIE Product Approval Menu>Product or Application Search>Application List CODE COMPLIANCE L �.r,r. .. ""may`'""" Search Criteria - ®ih3cw �/ @@�� ll`5-1 earth Code Version 2020 FL# 11602 Application Type ALL Product Manufacturer ALL Category.,, ALL Subcategory ALL Application Status ,;; ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved-for-use-in-FIVHZ' ALL Approved for,use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search ikesults-Applications FL# Type Manufacturer Validated By Status FL11602-R11 .; Revision Owens Corning Roofing and Asphalt, LLC John W. Knezevich, PE Approved History____ --__ _,_;:Y_. __ Category: Roofing (954)772-6224 Subcategory: Underlayments FL11602-R12 Revision Owens Corning Roofing and Asphalt,LLC John W. Knezevich, PE Pending FBC Approval Category: Roofing (954)772-6224 Subcategory: Underlayments *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 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 850.487.1395.*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 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: r Credit Card Safe https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 NEW etc. Certificate of Authorization##32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVAWATIONREPORT Owens Corning k6bfin'g and,AsphaIt,LLC'-""_, - Evaluation Report 111980.11.08-R12 One Owens Corn ing:Parkway FL11602-R11 Toledo, OH 43659 Date of Issuance: 11/03/2008 (740)321-6345 Revision 12: 12/16/2020 SCOPE: This Evaluation Report is issued under-,Rule 61G20-3 and the applicable rules and regulations governing the use of construction rriater'iafs'in-tie State of Florida:The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the;,product under the Florida Building Code. The products described herein have been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Titani,um'TM Roof;Underlayments LABELING: Labeling.Shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC.1507.1.1r—.---- _ ...._-.-. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced Quality Assurance.O'r production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our''Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any s); `the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a changes to the product( complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEIVIO I etc. 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 8. Prepared by: -- - - .-.... Robert J.M. Nieminen ,P.E: �_`c�9 ti.;,;" �;ks� � �.� The facsimile seal appearing was authorized by Robert ` Florida Registration No.59166.florido DCA ANE1983 �M,i „ Nieminen,P.E.on 12/16/2020.This does not serve as an ..��,,,,,,,,,,. electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW ETC, LLC 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. NEMO ETC,LLC 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 e"65lii5tibn: Neither NEMO ETC,LLC 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., ©2018 NEMO ETC,LLC ONEMOletc. Prodact- Material Standard Plant(s) Description 4.2 Titanium—UDL-25,, 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on one side with a polymer R905.1.1.1(2&3, coating. Unit weight 2.5 lbs./square Exception),R905.1.1.1(5) 4.3 TitaniuMT1 UDL-30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.0 lbs./square Exception),R905.1.1.1(5) 4.4 Titanium—UDL-501 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.7 lbs./square Exception),R905.1.1.1(5) 5. LIMITATIONS: 5.1 This is a building Lode evaluation. Neither NEIVIO ETC,LLC 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 FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report'p pertains t o above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding.roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 TitaniumTm 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable.Roof Covers: TABLE h'ROOF COVER OPTIONS FBCSecti6n: 1507.2 1507.3 1507.4&1507.5 1507.7 150Z8&1507.9 AspFialf'" Clay and Concrete Tile Metal Panels Slate or Slate- Wood Shingles and Underlayment Mechanical Adhesive- Shingles and Shingles Type Shingles Shakes Attach Set XXXXXXX Titanium Ps. Yes Yes Yes Yes Yes Yes (See 5.6.1) (joint strips,1507.1.1.3/ R905.1.1.3) Titanium UDL-25 Yes No No Yes Yes No Yes Yes Titanium UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-ply system) 2-ply system) Titanium UDL-50 Yes, No No Yes Yes No NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455, 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 3 of 8 ON EMO etc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max. 10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max. 10-tile stack(5 over 5) Titanium PSU-30 Lugged 5:12 6. • 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC 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 TM 'u Titanium UDL-25,3itanium UDL-30 or Titanium UDL-50:� 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception), 1507.1.1.1(3, Exception)or 1507.1.1.1(5)or FBC Residential R905.1.1.1(2, Exception), R905.1.1.1(3,Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.4 Titanium'"'PSU-30: . 6.4.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and'the manufacturer's installation instructions. When installed over•a mechanically attached, FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7'"EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 7 of 8 ONEMOletc. #2 Maximum:Design Pressure=-142.5 psf: - Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: One ply Titanium PSU-30, self-adhered and back-nailed max. 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum.;,clesign pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind'Goncrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria:::.Comrrionly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard-'RAS 117`and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #3 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 6-inch D.C.at 4=inch wide side laps and 12-inch D.C.at three(3),equally spaced center rows. Primer:, ASTM D41 primer required at all tin-caps. Underlayment:. One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #4 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6=inch o.c.at 4-inch wide side laps and 12-inch D.C.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization rX32455 _ 7TH EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 " Titanium Roof Underlayments Revision 12:12/16/2020 Page 5 of 8 OMEMO etc. #2 Maximum Design Pressure=-142.5 psf: Deck: Min. 15/32-ingh plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: One ply Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized a'n'nular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure,for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical(highest)design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria.,Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. #3 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing:' 6-11nch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" D.C. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #4 Maximum Design Pressure=-30'psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga. annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing:' 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. NENIO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 5 of 8 ONEMOletc. 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum-roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 4: TILE SLIPPAGE LIMITATIONS FOR DIREcr-DECK TILE INSTALLATIONS Underlayment, Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max. 10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max. 10-tile stack(5 over 51 Titanium PSU-30 Lugged 5:12 6. e 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC 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 Titanium`°°'UDL-25,Titanium UDC,30.or Titanium UDL-50: 6.3.1 Shall be installed in compliance with requirements for a synthetic underlayment in FBC 1507.1.1.1(2,Exception), 1507.1.1.1(3, Exception) or 1507.1.1.1(5) or FBC Residential R905.1.1.1(2, Exception),R905.1.1.1(3,Exception) or R905.1.1.1(5) for the type of prepared roof covering to be installed, and the manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions. 6.3.2 Fasteners: Minimum fasteners shall be corrosion resistant, ring-shank cap nails shall be as set forth in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3. 6.4 Titanium'"`PSU=30: 6.4.1 Non-Tile Applications: Shall be installed incompliance with requirements for an approved self-adhering underlayment(ASTM D1970)in FBC 1507.1.1.1 or 1507.1.1.3 or.FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. When installed over a mechanically attached, FBC Approved ASTM D226 Type II felt,the felt shall be fastened in accordance with FBC'1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455. 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 7 of 8 ONEMO etc. Product Material Standard Plant(s) Description 4.2 Titanium'""UDL-25 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on one side with a polymer R905.1.1.1(2&3, coating. Unit weight 2.5 lbs./square Exception),R905.1.1.1(5) 4.3 Titanium""UDL-30 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.0 lbs./square Exception),R905.1.1.1(5) 4.4 Titanium'""UDL-50 1507.1.1.1(2&3, Qingdao,China synthetic sheet-type underlayment comprised of Exception),1507.1.1.1(5)/ a woven core coated on both sides with a R905.1.1.1(2&3, polymer coating. Unit weight 4.7 lbs./square Exception),R905.1.1.1(5) LIMITATIONS.5. 5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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 FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 Titanium'"' Roof Unilerlayments 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBC Section: 150Z2 1507.3 1507.4&1507.5 150Z7 150Z8&1507.9 Clay and Concrete Tile Asphalt Metal Panels Slate or Slate- Wood Shingles and Underlayment Mechanical Adhesive- Shingles and Shingles Type Shingles Shakes Attach Set XXXXXXX Titanium PSU-30 Yes Yes Yes Yes Yes Yes (See 5.6.1) (joint strips,1507.1.1.3/ R905.1.1.3) Titanium UDL-25 Yes No No Yes Yes No Yes Yes Titanium UDL-30 Yes (Base Sheet in (Base Sheet in Yes Yes No 2-ply system) 2-ply system) Titanium UDL-50 Yes No No Yes Yes No 1 NEMO ETC,LLC Evaluation Report 111980.11.08-R12 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL11602-R11 Titanium Roof Underlayments Revision 12:12/16/2020 Page 3 of 8