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HomeMy WebLinkAboutEngineering Architectonic Inc February 28,2017 0 is St. Lucie County � ILE C Building Department 17Dn D7 2300 Virginia Ave. Ft. Pierce, FL Re: Roofing specification prepared for the St. Lucie County Building Dept.for the structure located at 906 Flood Road,St. Lucie, County, FL Manufacturer: Johns Manville Profiles: APP Modified Bitumen Roofing System,NOA#16-0413.06 Code: FBC 2014;Section 005 Wind Speed: 160 MPH; Ultimate Design Wind Speeds Exposure: B Mean Roof Height: 20' Maximum Pitch: %"/12" Required Design Pressure:. Zonel:-42.1 Zone 2:-50.0 Zone3:-96.3 Maximum Uplift Pressure: Zones 1.&2:-52.5 @ 9"O.C.&12" O.C.,Zone 3:-105.1 @ 4" O.C.&6" O.C. Base: (Option#1).Min.two plies of PermaPly 28 or Ventsulation simultaneously fastened to the deck lapped 4"and fastened with approved roofing nails and tin caps 9" O.C.at the lap and two rows staggered in the center of the sheet 12"O.C.Zone 1&.2. Zone 3 min._ two plies of PermaPly 28 or Ventsulation simultaneously fastened to the deck lapped 4" and fastened with approved roofing nails and tin caps 4" O.C. at the lap and two rows staggered in the center of the sheet 6"O.C. Membrane: One of more plies of APPeX 4.5M or APPeX 4.5M FR heat welded while maintaining 4"side laps,and 6"end laps, Ply Sheet: (Optional)One or more plies of JM APO Base of APPeX.4S heat welded while maintaining 4"side laps and 6"end laps.. Roof Decking: Existing 5/8"plywood sheathing to be nailed W 8d x 2" ring shank nails' @ 6"O.C.thru out Zone 1,4" O.C. perimeter&6"O.C.field Zone 2, and 4"O.C.thru out Zone 3. Tfie a ove a_ �o d as> er Building Compliance acceptances, 2014 Florida Building Code, g Code aKrAhe MAaanu1Jfaa0r4r recommendations. N' s � , Respectfully submitted; E� Arc-blt��t�"rii�(Ilac:�� 806 Delaware Avenue Tel: 7724607751 www.architectonicinc.com MIAMI-DADE MIAD4I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidadcaov/cconomv Johns Manville Corporation 717 17th Street Denver,CO 80202 SCOPE: This NOA is being issued under.the applicable rules and regulations governing the use of construction materials. The documentation'submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is.determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville APP Modified Bitumen Roofing Systems Over Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 ofthe Building Official. This NOA renews and revises NOA No. 13-0529.02 and consists of pages 1 through 15. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:16-0413.06 MIAM•DADECOUNTY Expiration Date: 06/14/21 �Irggzgeyml Approval Date: 06/02/16 Page 1 of 15 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category Modified Bitumen Materials: APP/SBS Deck T`vpe: Wood Maximum Design Pressure: -82.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE I Test Product Product Dimensions Specification Description JM APP Base 39-3/8"x 48'10" ASTM D6509 APP modified asphalt,fiberglass reinforced,smooth surfaced base sheet. APPeX 4S 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced, Type I Grade S smooth surfaced membrane for use as a Base and/or Ply Sheet only. APPeX 4.5M 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced, Type I Grade G mineral surfaced membrane. APPeX 4.5M FR 39-3/8"x 32'10" ASTM D6222 APP modified asphalt,polyester reinforced, Type I Grade G fire-retardant,mineral surfaced membrane. Tricor M FR 39-3/8"x 34'1" ASTM D6223 APP modified asphalt,polyester 1 glass reinforced,granule surfaced membrane. Tricor.M FR CR 39-3/8"x 34'1" ASTM D6223 APP modified asphalt,polyester/glass reinforced, coated granule surfaced membrane. Tricor S 39-3/8"x 32'10" ASTM D6223 APP modified asphalt,polyester/glass reinforced,smooth surfaced membrane for use as a Base and/or Ply Sheet only. PermaPly 28 36" x 106' . ASTM D4601 Type II asphalt impregnated and coated glass fiber base sheet. Ventsulation 36"x 36' ASTM D4897 Heavy duty fiber glass base sheet Type 1I impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. GlasBase Plus 36" x 106' ASTM D4601 Type lI SBS and asphalt blend impregnated and coated glass fiber base sheet with fine mineral stabilizer. DynaFast 180 S 39-3/8"x 497' ASTM D6164, SBS modified asphalt,polyester reinforced, smooth surfaced sheet. DynaFast 180 HW 39-3/8"x 49'2" ASTM D6164 SBS modified asphalt,polyester reinforced, smooth surfaced sheet. DynaFast 250 HW 39-3/8"x 32'10" ASTM D6164 SBS modified asphalt,polyester reinforced, smooth surfaced base sheet. NOA No.:16-0413.06 MIAMI•0ADECOUNTY Expiration Date: 06/14/21 ••• Approval Date: 06/02/16 Page 2 of 15 Test Product Product Dimensions Specification Description DynaWeld 250 S 39-3/8"x 32'10" ASTM D6164 SBS modified asphalt,polyester reinforced, Type H Grade S smooth surfaced sheet. APPROVED INSULATIONS: - TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ..ENRGY 3,ENRGY 3 25 PSI, Polyisocyanurate Insulation. Johns Manville Valdfherm,ValuTherm 25 PSI, R-Panel,R-Panel 25 PSI ENRGY 3 AGF, Polyisocyanurate Insulation with glass Johns Manville ENRGY 3 AGF 25 PSI, reinforced facers. ENRGY 3 CGF, ENRGY 3 CGF 25 PSI, ValuTherm AGF, ValuTherm AGF 25 PSI, ValuTherm CGF, ValuTherm CGF 25 PSI ENRGY 3 FR, Polyisocyanurate Insulation with inorganic Johns Manville ENRGY 3 FR 25 PSI• coated glass reinforced facers; bottom.face is premium coated for combustible decks. Fesco Foam,DuraFoam Polyisocyanurate Insulation with perlite Johns Manville facer. Retro-Fit Board,DuraBoard High-density perlite roof insulation. Johns Manville Fesco Board Rigid perlite roof insulation board. Johns Manville Structodek®High Density Fiber High Density Fiber Board. Blue Ridge Fiberboard, Board Roof Insulation Inc. NOA No.:16-0413.06 M AMFDADE cQUN7Y Expiration Date: 06/14/21 Approval Date: 06/02/16 Page 3 of 15 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA). 1. U1traFast Fasteners Insulation fastener for wood #12 x 8"max. Johns Manville and steel. Length, 43 Phillips head 2. UltraFast 3"Round Metal Galvalume A255 steel plate 3"round& Johns Manville Plate or Square Recessed 3"square Metal Plate 3. All Purpose Fastener Insulation fastener for 914 x 24"max. Johns Manville wood,concrete and steel. #3Phillips head 4. High Load Fastener Membrane fastener #15 x 14"max. Johns Manville #3Phillips head 5. High Load Plates Seam plate with reinforcing 2-3/8"round Johns Manville ribs and eyehooks steel plate 6. Polymer Membrane Batten Plastic membrane batten 1"x 250' OMG,Inc. strips. 7. High Load LH #15 Large Head fastener for #15 x 14"max. OMG,Inc, steel,wood,or concrete Oversize #3Phillips head 8. APB Plates Steel Seam plate with 2".found Johns Manville reinforcing ribs and barbs. t 9. Trufast Deep Well Coiled Galvalume coated steel l"x 100' coil Altenloh,Brink& Batten Bar membrane batten. Co.U.S.,Inc. NOA No.: 16-0413.06 MIAM1 DADE CONTY Expiration Date: 06/14/21 Approval Date:.06/02/16 Page 4of15 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory-Mutual Research Corp. J.I.OXOA9.AM 4470 03/25/94 J.I.OWGA2.AM 4470 02/05/93 J.I.OX7A4.AM 4470 08/26/93 J.I.3001482 4470 08/11/98 J.I. 3002823 4470 04/01/99 J.I.3003468 4450 02/02/00 J.1.3007148 4470 04/19/00 3009499 4470 04/04/01 3011248 4450 11/01/02 3012974 4470 06/03/02 3037540 4450 10/20/10 UL,LLC. R10167 UL 790 05/27/13 Exterior Research&Design,LLC #4361-2.04.97-1 TAS 114(J) 04/15/97 10390A.12.97-1 TAS 114(J) 12/15/97 10390AalO.97-1 TAS 114(J) 10/15/97 10391.01.03 TAS 114(J) 01/29/03 Trinity I ERD J45020.05.13-1 TAS 114(C) 05/16/13 PRI Construction Materials,LLC JMC-053-02-01 ASTM D5147/D6222 05/01/13 JMC-054-02-01 ASTM D5147/D6223 06/04/12 JMC-055-02-01 ASTM D6509 05/29/12 JMC-070-02-01 ASTM D2178 TYPE IV 04/17/12 JMC-071-02-01 ASTM D2178 TYPE VI 04/17/12 JMC-072-02-02 ASTM D4601 06/04/12 JMC-074-02-01 ASTM D4897 04/17/12 JMC-075-02-04.2 ASTM D6164 .12/27/13 JMC-093-02-01 ASTM D4601 08/02/12 JMC-113-02-01 ASTM D6164 04/19/13 JMC-106-02-01 ASTM D6164 04/15/13 JMC-107-02-01 Rev 4 ASTM D903/D1876/D5147 11/01/13 TAS 117(B)& 117(A) TAS 114(C) JMC-118-02-02 TAS 114(J) 04/19/13 JMC-126-02-01 TAS 114(J) 04/17/13 JMC-141-02-01 TAS 114(J) 04/18/13 JMC-167-02-01 TAS 114(C) 08/05/13 NOA No.:16-0413.06 WHIAMkOADICOuNrir Expiration Date: 06/14/21 Approval Date: 06/02/16 Page 5 of 15 Membrane Type: APP Deck Type 1: Wood,Non-Insulated Deck Description: 1 132" or greater plywood or wood plank System Type E: Base sheet mechanically fastened. All General and System limitations apply. Base Sheet: (Option#1)Minimum two plies of PermaPly 28 or Ventsulation simultaneously fastened to the deck lapped 4" and fastened with approved roofing nails and tin caps 9" o.c.at the lap and two rows staggered in the center of the sheet 12"o.c. (Option#2)Minimum two plies of PermaPly 28 or Ventsulation simultaneously fastened to the deck with Ultrafast Fasteners and Metal Plates spaced 9"o.c.in a 4"lap and 12"o.c.in two staggered rows in the center of the sheet. Ply Sheet: (Optional)One or more plies of JM APP.Base or APPeX 4S heat welded to base sheet while maintaining 4"side laps and 6"end laps. Membrane: One or more plies of APPeX 4.5M_or APPeX 4.5M FR heat welded while maintaining 4"side laps and 6"end laps. Surfacing: (Optional)Install one of the following for all systems that do not achieve acceptable fire ratings through the use of FR membrane sheets.Any coating,listed below,used as a surfacing,must be listed within a current NOA. .1. 400 lb./sq.gravel or 300 lb./sq.slag in a flood coat of approved mopping asphalt at a rate of 601b./sq. 2. Karnak 97,Karnak 97 AF,Monsey Premium Long Life Aluminum Roof Coating Asbestos Free or Monsey Prograde,Aluminum, Grundy AL MB aluminum coating at a rate of 1-I/2 gal./sq.Monsey Aquabrite,Gardner asphalt emulsion,APOC Sunbright 400 or Henry 229 Aluminum Emulsion at 2%2 gal./sq.or APOC 212 Aluminum Roof Coating at 3 gal./sq. 3. Grundy 20 F asphalt emulsion,Endure Asphalt Emulsion,APOC 302 or 302 AF applied at 2'f2 gal./sq.with optional 60 lbs./sq. of roofing granules embedded in wet coating. Maximum Design Pressure: .-52.5 psf (See General Limitation#7.) NOA No.: 16-0413.06 CMIAMIMMOUNTY Expiration Date: 06/14/21 Approval Date: 06/O2/16 Page 14 of 15 WOOD DECK SYSTEM LIMTATIONS: 1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall.be 4'x 4'maximum. 4. 'An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped.If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24" o.c.;or strip mopped 8"ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12'in each ribbon to allow-cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 2751bf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official, a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS-117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet-as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) .8. 'All attachment and sizing of perimeter hailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind Ioad requirements. 9. The maximum designed pressure limitation listed.shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners). Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10..All products listed herein shall have a quality assurance audit in accordance with the Florida' Building Code and Rule 61 G20-3 of the Florida Administrative'Code. END OF THIS ACCEPTANCE NOA No.:.16-0413.06 MIAMFDAD, OUNTY C Expiration Date: 06/14/21 HIMApproval Date: 06/02/16 Page 15 of 15 Florida Building Code Online • http:/Avww.floridabui&.org/pr/pr�_app_�&l.aspx?param=wGEVX... I 9Flo O ��d L a({I1i°I`I�` BCIS Home log Tn ; User Registration 1 Hot7oplcs ! Submt Surcharge i Stats&Facts 1 PubCc+pons i FBC Stafr; BCIS Site Map I links i Search .Busines Product Approval Pr( ess( i 0 USER:Public User Regulation Product Agproval Menu>product or AooAcatlon search>ApoOgaBon List>Application Detail FL# FL2847-117 a >ra • Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived UA Product Manufacturer Lomanco,Inc Address/Phone/Email 2101 West Main Jacksonville,AR 72076 (501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville,AR 72076 (501)982-6511 Ext 361 acarter@lomanco.com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville,AR 72078 (501)982-6511 Ext361 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an integral Part of the Roofing System Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO-EVL Quality Assurance Entity Mlaml-Dade BCCO'-QUA Quality Assurance Contract Expiration Date 08/16/2016 Validated By Miami-Dade BCCO-VAL Certificate of Independence Referenced Standard and Year(of Standard) Randmind Yaar Miami-Dade TAS 100(A) 1995 Equivalence of Product Standards Certified By of 2 10/1/2015 2:06 PM Florida Building Code Online nttpwwww.tloriaanu> .org/pripr app_atl.aspx-fparam=wkjLVA--. Sections from the Code Product Approval Method Method 1 Option C Date Submitted 06/29/2015 Date Validated 07/02/2015 Date Pending FBC Approval bate Approved 07/09/2015 summa of Products — FL# Model,Number or Name Description 2847.1 Lo-OmnlRldge LOR9-4 Gun Nallable.4'Ridge Veni for 9"Cap Shingles i Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1?847 R7 II LOR9-4 13070110 Ddf Approved for use outside HVHZ:Yes Verified By:Miami-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: 1.Refer to'applicable building codes for required FL2847 R7 AE LOR9-4 13070110.odf ventilation.2.Omni Roll Ridge Vent shall not be installed on roof hips.3.Omni Roll Ridge Vent shall not be connected at ridge Intersection,nor within 12"of any side wall or roof protrusion,with a ventilation slot clearance of 12"from such obstructions.5.Omni Roll Ridge Vent shall not be Installed on roof mean heights greater than 33 feet. 2847.2. Lo-OmnlRoll LOR-30 30'Gun Nailable Shingle Over Ridge Vent Limits of Use I Installation Instructions Approved for use In HVHZ:Yes FL2847 R7 II LOR 30 13070111.Ddf Approved for use outside HVHZ:Yes Verified By:M1aml-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: 1.Refer to applicable building codes for required FL2847 R7 AE LOR-30 13070111.adf ventilation,2.OmnlRidge Vent shall not be installed on roof mean heights greater than 33 feat. 2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R7 11Lomanco Og::4_-NOA 11-0602.03.Ddf Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other: 1.Refer to applicable building codes for required E 2l 847 R7 AE Loma co OR-4-NOA 11-0602.03.odf ventilation.2.OmnlRldge Vent shall not be installed on roof mean heights greater than 33 feet. 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Contact Us:;1940 North Monroe Street.Taaahi)Kea FL 32399 Phnne:n4;0-487-1924 The State of Florida is an AA/EE0 employer.copyright 2007-2013 State of Flnrida.;;Prt ary Statement;;ASS«bilay Sat m nt;;Rind gtatpm n Under Florida law,4maa addresses are public records.If you do not want your a-mag address released in response to a publlc-records request,do not send electronic mall to this entity.Instead,contact the offke by phone,or by traditional mall.If.you have any questions,please contact e50.487.1395.'Putsuant to section 455.275(1),Florida Statutes,effecthte October 1,2012,llcemees licensed under Chapter 455,F.S.must provide the Department with an emag address IF they,have one.The emails provided maybe used for official communication with the licensee.However emag addresses are public record.if you do not wish to supply a personal address,please provide the Department with an emag address which can be made available to the public.79 determine If you area licensee under Chapter ' .. 455,RS.,please click-here,. Product Approval Accepts: ®BE ' sccuritvut:rnscs' ' of 2 10/1/2015 2:06 PM MIAMI-DADE COUNTY MIAMI• PRODUCE'CO_r3TROL SECHON Mawr 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WM) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lomanco,Inc. 2101 West main Street Jacksonville,AR 72076 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements.of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Lomanco Lo-Omni Roll LOR-30 Ridge Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in,the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date of if there has been a revision or change in the materials, use, and/or-manufacture-of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any-other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed,then it shall.be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA No.08-0611.05 consists of pages 1 through 4. The submitted documentation was reviewed by Juan E.Collao,R.A. NOA No.: 13-0701.11 CMI"AMINDADMECOMUNW Expiration Date: 09/04/18 Approval Date: 09/12/13 Page 1 of 5 ROOFING COMPONENT APPROVAL Category: . Roofing Sub-Category: Ventilation Materials: Plastic Minimum Slope: 3:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description LOR-30. 60"x 14 'W'x 5/8" TAS 110 Ridge ventilation system 0.625"thick TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Manufacturer. Roofing Nails Min. 12 ga. TAS 114 Appendix E Corrosion resistant annular ring Generic shank nails Roofing Nails Min. 12 ga., TAS 114 Appendix E Corrosion resistant smooth shank Generic 1 W nails MANUFACTURING LOCATION 1. Jacksonville,AR EVIDENCE SUBMITTED: .Test Agency/Identifier Name Report Date Celotex Corporation Testing Service ASTM D1929 MTS 520172 07/21/99 ASTM D635 'Celotex Corporation Testing Service ASTM D638 MTS 520172 10/22/99. Celotex Corporation Testing Service ASTM D638 MTS 520656 07/14/2000. PR1 Asphalt Technologies,Inc. TAS I00 LOM-003-02-01 01/15/03 PRI Asphalt Technologies,Inc. TAS 100(A)-95 LOM-028-02-01 08/28/13 PRI Asphalt Technologies,Inc. ASTM D635 LOM-030-02-01 07/23/13 PRI Asphalt Technologies,Inc. ASTM D638 LOM-025-02-01 05/30/13 PRI Asphalt Technologies,Inc. ASTM D1929 LOM-031-02-01 07/23/13 PRI Asphalt Technologies,.Inc. . ASTM G155 LOM-025-02-01 05/30/13 ruaMt•�aae courir�r NOA No.: 13-0701.11 � Expiration Date: 09/04/18 Approval Date: 09/12/13 Page 2 of 5 LIMITATIONS: I.' Refer to applicable Building Code for required ventilation. 2. Ridge Vent shall comply with applicable Building Code. 3. Omni Roll Ridge Vent shall not be installed in conjunction with Gable vents. 4. Omni Roll Ridge Vent shall not be installed on roof hips. S. Omni Roll Ridge Vent shall not be connected at ridge intersection,or within 12"of any side wall or roof protrusion,with a ventilation slot clearance of IT'from such obstructions. 6. Omni Roll Ridge Vent shall not be installed on roof mean heights greater than 33 ft. 7. For application over laminated shingles,apply a bead of silicone caulking or roof cement to the underside of the outer baffle and at exposed edges. S. All-products listed herein sball have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. NOA No.: 13-0701.11 Mum}®uNn Expiration Date: 09/04/18 Approval Date: 09/1-2/13 Page 4 of 5 APPROVED APPLICATIONS Tradename: Lo-Omni Roll(LOR-30)Ridge Vent System Type: Mechanical attachment of ridge vent system over composition shingles. Slot: Truss Construction: Cut shall be 1-`/4"wide and 6"shorter at each end than the total length of the ridge vent to be installed. Ridge Pole Construction: Cut shall be 2-3/4"" wide and 6" shorter at each end than the total length of the ridge vent to be installed. Installation: Mark proper alignment and end line for vents with chalk,, snap a chalk line down both sides of the ridge at a distance of 7"down from.the peak as shown in the manufacturer's installation instructions. Center the length of vent along the ridge.Start nailing with minimum 1 3/4"roofing nails placed 6"on center at manufacturer pre-marked.locations. Use nails of sufficient length to penetrate through the sheathing a minimum of 3/16"or at least 1"into wood plank decking thicker than I". Cut lines are provided if more than one vent is being used(See manufacturer installation manual). Additional pieces shall run in the same direction as they unroll out of the carton. Ridge Shingle: Using nail lines provided on top of vent,install the cap shingles directly to the vent,in compliance with the shingle manufacturer's Notice of Acceptance(NOA)and installation instructions,using roofing nails of sufficient length to penetrate through the sheathing a minimum of 3/16"or at least 1"into wood-plank decking thicker than 1 Ventilation Calculations: Refer to manufacturer's published literature. NOA No.: 13-0701.11 Mw MADE courasr Expiration Date: 09/04/18 Approval Date: 09/12/13 Page 3 of 5 . 1 •f. 4 to . 1• t . � �t • y''. � s. 1 AA VIV NO yy t a .Z .6.250' LO-Omm ROLL RIDGE VENT LOR-30 END OF THIS ACCEPTANCE NOA No.:13-0701.11 MuaMMOae CourJnr Expiration Date: 09/04/18 Approval Date: 09/12/13 Page 5 of 5