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RF-12-1935Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 180059 Permit Number: RF -10 -12 -1935 Inspection Date: November 07, 2012 Inspector: Rodriguez, Jorge Owner: MENA, CARIDAD Job Address: 9130 NE 10 Avenue Miami Shores, FL Project: <NONE> Contractor: MOONLIGHT ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number 305 - 751 -3354 Parcel Number 1132060030020 Phone: (786)317 -2178 Building Department Comments RE -ROOF FLAT ROOF AND TILE Infractlo Passed Comments INSPECTOR COMMENTS False Passed cipm...7 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until - For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 180059 Permit Number: RF -10-12 -1935 Inspection Date: November 07, 2012 Inspector: Rodriguez, Jorge Owner: MENA, CARIDAD Job Address: 9130 NE 10 Avenue Miami Shores, FL Project: <NONE> Contractor: MOONLIGHT ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number 305 - 751 -3354 Parcel Number 1132060030020 Phone: (786)317 -2178 Building Department Comments RE -ROOF FLAT ROOF AND TILE Infractio Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments ,-e � d,/e) .s__6, O/c) Z; Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 07, 2012 Page 1 of 1 A -1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786 - 398 -9177 Fax: 786 - 800 -2627 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512.01 TO: MIAMI SHORES VILLAGE Project: 9130 NE 10 AVE MIAMI FL DATE: November3, 2012 PERMIT # RF -10 -12 -1935 On 11/2/2012 our inspector made an inspection at the above - mentioned property. Slope= '/Z / 12 pitch/ 12 ft mean ht. Base Sheet= WOOD DEK 1 Base #75 2 PLY IV CAP SHEET FIELD 9 OC @ LAP 2 ROWS @ 9 OC PERIMETER 6 OC @ LAP 4 ROWS @ 6 OC CONER 6 OC @ LAP 4 ROWS @ 6 OC Product used= G.A.F Material Corp This report is based on a physical inspection of existing roofing material installed as described above and certifies that the above roof complies with the minimum requirements as set forth by the Florida Building Code, and with the plans submitted. Please do not hesitate to contact my office if you have questions regarding this inspection. Please refer to attached photos. ally r -� J AN A RODRIGUEZ .A R.A # ..'1' A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, FL 33155 — Tel: 786 - 398 -9179 — Fax: 786 - 800 -2627 s * 0 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BTIL ING PERMIT APPLICATION FBC 20i 0 Permit No. a Master Permit No. 1 1 155 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) A lE J fart) t'Co 17:0{- 4--;114, Phone # Owner's Address CU-30 NE 10 1' 'E City (M.:, m......;. 9A4a re-S State Zip 5s Tenant/Lessee Name Phone # (3o s) 552.7_ GS 00 Email Job Address (where the work is being done) ct J 30 NE (t ABU£ City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Yv. Flood Zone Contractor's Company Name tic it'r" `�co ,,_ej , Phone # 7S2 - 3t1- X78 Contractor's Address gpL„,0 ray.) t$ CQ recca. -ce_ City State Ft-.0 o0. Qualifier Name Q` o=r- x,:, Zip r3-3 t Phone # 784 — ,t7 --2t72 State Certificate or Registration No. GCS t.3a ge'q 3, Certificate of Competency No. Contact Phone 7845 - 31-? - 2-17R E -mail t -coo�1 i - 'Ro -44- (, Architect /Engineer's Name (if applicable) Phone # Value of Work For this Permit $ _ (Os Q OP. 09 Square / Linear Footage Of Work: %5) Type of Work: ❑Addition ❑Alteration ONew E Repai Reps ❑ Demolition Describe Work: 12e -goof c(G,{- (2Qn. (i t > p. I-it r,c i/ ,440) .es ie set-- cif I cA oN o 1A1(e 4CA- P;s- YAtoo" I (co ot...Q 71412 4 ile) ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Qpa Training /Education Fee $ CCF $ CO /CC $ Scanning $ Radon $ DPBR $ Technology Fee $ Bond $ Double Fee $ Violation date: r�77 Structural Review. $ Total Fee Now Due $ 2? 5) • i( • See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the 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 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature X Signature Owner or Agent ontractor The foregoing instrument was acknowledged before me this t 5 The foregoing instrument was acknowledged before me this 15 day of OT•• , 20 (2. , by j,le) Assr,Ro'%y{.; I1 ... , day of CCt•4v2), , 20 (2 , by O14 Nv%z-. who is personally known to me or who has produced who is personally known to me or who has produced F.__.( As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i/, Sign: nll ORLANDO NUNEZ Sign: • " �"' Print: •' Print: :::. o�� a��. D ::► My Commission E •ii'C»°r ,`,1" My Commission Expires: b o,0 \, : co' 7:3;//.. ************************************************************ * * * * * * * * * * * ** * * * * *** * * * * * * * * * *1 ±F � k * * * ** /}P ry Public ...State of Florida Commission # DD 978896 APPROVED BY //&17/1—Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor MOONLIGHT ROOFING Job Address 9130 NE 10 AVE MIAMIFL 33138 Owner's Name CARIDAD MENA Type of Tile Permit # RF -10 -12 -1935 EAGLE CAPIS7R4NO Approximate Roof Height 12 feet Roof Pitch Date Installed 3/12 Type of access to Roof OK Approximate Square Footage of Roof 16 ft 2 Required Testing Force 351bs Date Tested 11/6/2012 Number of Tests 50 Testing Equipment: F.G.E. 100 Contact Name FRANK Phone # LOCATION # OF TEST PAS S # OF TEST FAIL Corner 6 Tests lJ Pass 0 Tests Fail Perimeter 11 Tests Pass 0 Tests Fail `i Field Z6 Tests V Pass 0 Tests ❑ Fail Ridge 7 Tests k Pass 0 Tests Fail Total 50 Tests k Pass 0 Tests ( Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. fall JUAN A 691 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 DRIGUEZ 1117A 7066 SW 44th Street Miami, FI 33155 — Telephone (786)326 -9877 " Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 alroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor MOONLIGHT ROOFING Job Address 9130 NE 10 AVE MIAMI FL 33138 Owner's Name Type of Tile CARIDAD MENA Permit # RF -10 -12 -1935 EAGLE CAPISTRANO Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 16 ft 2 Date Tested 11/6/2012 Contact Name FRANK Required Testing Force 351bs Number of Tests 50 Testing Equipment: F.G.E. 100 Phone # SKETCH OF ROOF t t t t Revised by 7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326 -9877 — Fax (305) 485 -9011 A RECORDED COOTSTE POD CO E JOB :EI TCEMENT INSPECTION 1111111 «11111111 111« 1111111111 11111 11111111 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements 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. f :FN 2012R073514-5 OR 1'.k 28314 Ps 33344; (1Ps) RECORDED 10/16/2012 11303 :57 HARVEY RIJVII1, CLERK, OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: 611',0 NE 10 A\3E 2. Description of improvement: 'Re - oc4 3. Owner(s) name and address: AL i o 1:7c1 ;-► QL4.- 't i 3 ® t4£ (t) AmE. Interest in property: 3F',c:w �-, tl �l i Cam:- Sk.o� S r FL Name and address of fee simple ti eholder: 4. Contractor's name, address and phone number f-icxca l a-rTI:Zo o rr-- (Ft- -53°15 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: / 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the 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 T'4 I ER '� EFORE COIyI ING WORK OR RECORDING YOUR ' al CE OF COMMENCEMENT. M F�FQ y C I)`� ; ;yff, la, . o f •• Y o Signature(s) of _ er(s) . 6wr-r(s)' u: orized Officer/Director/Pa/M& Prepared By / Pre Print Name &0 "--'. , ` 'i') Prin Title /Office Title /Offic STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this p2 day of By =1 8k.up4 44 it p,- ❑ Individually, or ❑ as for f/ k0 ii /%yL1 . 20 ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES 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. Signature(s) (s) or Owner(s)'s Authorized Officer /Director/Partner/Manag By X By 4 teZSca-wien.ca P's4 la. 2,11 /%!i. 4e-w mur „.. o�pev , RIANDO ?? � °e= Notary Public - St of Rorida My Comm. Expires Apr 5, 2014 V ? Commission # DD 978896 ' + ,op r h: signed above: 123_01-52 PAGE3 6/12 4. OCT 1 2012 S. Ore3 Vi■laae BY DATE Florida Building Code Editiorr201-0- High Velocity Hurricane Zone Uniform Permit Application Section A (General Information), r EDER,4L ?Fr;ULAT1O "IS Master Permit No. Process No. Contractor's Name MOONliGHT ROOFING, iwc Job Address `/ 1 3O NE lo hie ROOF CATEGORY �, BiLow Slope ❑ Mechanically Fastened Tile L11'Mortar /A dhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 64eroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 4004 Steep Sloped Roof Area (SF) Total (SF) 17.5 0 41 5p' 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, dearly iden dimensions of elevated • ressure zones and location of • ara • ets. A5-+4 t .. 'H-=.1- :!r. r G4. , I4 !.4 ' I-4- • 4. 1 -,"-.; '1-1:-‘,..,___., ;-} + y r ;- -- ` 1-42_ 2010 FLORIDA BUILDING CODE — RESIDENTIAL SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. v P 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. / �a-(1 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). At? 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. dd' 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Pondir g Water: the: current roof system and/or deck of -the building may not drain well and "may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. / I° 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. idtt P 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial) consider additional venting which can result in extending the service life of the roof. Owner's /Agee s Signature Date Contractor's ignature q,30 NE 10 Property Address Permit Number Rev.• 1/202005, Computer Services, Building Department WK N-t ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System ManufacturerIE rzEe. u4 S ,Cep Product Approval No.: 07- 1219. 09 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: -49.2 Pmax2:- 82.6 Pmax3: -124 3 Max. Design Pressure, from the specific Product Approval system: - 52. s Deck: Type: Jvoo Gauge/Thickness: 5D4 Mill Slope , 2 Anchor /Base Sheet & No. of Ply(s): IVA Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: f Top Insulation Layer Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: 11 Base Sheet(s) & No. of PIy(s): 'i� $ASE (I) Base Sheet Fastener /Bonding Material: PIy Sheet(s) & No. of PIy(s): GAc1jAS Ply Sheet Fastener/Bonding Material: (4c, -i- Asp t, ` H- Top PIy: _i��r— L Ca►D �i,�e (i.) Top Ply Fastener /Bonding Material: FLORIDA BUILDING CODE - BUILDING Surfacing: ('=jrA u .tc4'ed Fastener Spacing for Anchor /Base Sheet Attachment: Field: 9 “oc @ Lap, # Rows 2 9 " oc Perimeter. % " oc @ Lap, # Rows 4 @ to " oc Corner: to " oc @ Lap, # Rows 1 ' ® 4 " oc Number of Fasteners Per insulation Board: Field PIA Perimeter WA Corner rt/a Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit t'liaereL t!!p•St a Cr) G,t44s Ply 463) ,es Futsoi414 f#15 VOW 6) , Wo•fl rjs�rV. FT. sgs9u 5rair ler04 Maim t C�? 6G°e Parapet Height ♦FT. �s10 Mean Roof Height 15.33 ROOF ASSEMBLIES ANO ROOFTOP STRUCTURES Florida Building Code Edition :007 Hurr,c,im crio tiflitUrrn PqrMit Application Form. Section 0 Lateen SiglIftd_ROOLinigm) Roof System Manufacturer: EAQ(C 'soori"tslrainociu.c.:CS , Notice of Acceptance Number: ll_ovi,..03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2: - 7g_tse P3: - ito.2 Maximum Design Pressure (From the Product Approval Specific System): 2940 out pvivit) Root SIppe: 1_3 12 Steep Sloped_Roof System Description Deck Type: Litioor /'1'Lxts.).00p 54" n\ Type Underfavm,,ni: Tr 0 A•M1-4 "D-26, • Insulatior : — Fire 3arri,l-. 1_ WA_ Ridge Ventilation? wA tz;tener Type A Spacing: I 444 mills 4:41), (,447. lecc ge(d. k 111,3sive ype: 112(114 pr-a AH-1100 642. Pomoy) I C;Ip Sheet: :11.qo (6. f+o• Mean Root Height: 111.621 _ •1, f 5ce 3 Size Drip 1 inn% WIG ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocity Hurricane Zone Uniform Permit Application Form. 3ectiop e..aile.- Calculations) 1 • a M.nnrnt based ule systems, .house mere' a• n.. i , „ t ,uupm,• ,h, .,ia.es his M, with Me values Irian `I, II 1k MI values are greater Ili m or espial to the M, value., hr C201 arJ.d irk .,•,,■ Id, ...n. ua• III.I. 1,111. vl a,•,11■•.1...1".eploh14 ",'mei 1 •1,••nrn1 ll.i.r 1111 . 1 .Jrutonno. PerIIAJ I,'7'• P, -45•t • •._.277= t1.0.i. t. dig ,l . , 5 it,.tuct prn..al M, -%q .3 ea. t oil- ;: 71,,Ig. • " 21.77 `;, - AL. 14:7 g Product Appmvul M r,- 11A•,_ TWO - – ,32 .14 �1' ,1,!25. 20 Product Approval AI, spy PA / Meth. ,1 ; Iowa 1 d. i'.d• elation. l'er Table Below.' Hemmed Moment of Resistance I Mr) From I'at•I,. liri_•i .tucl Approval M1 M, required Moment Resistance' Mean Roof Height -+ Roof elope j •Must be used in conjunction with a list of moment hued ule systems endorsed by the Browned County Board of Ruler wad Appeals. For UpliR based tie sy tents use Medto4 1. Comp.vrd the v dues for F' with the values for Fr. If the F' values an:greater that or equal to the Fr values. for each area of the roof, then the the attachment method a scceptahle. Meth, s1 3 "'gmn.nt Based 9 ile Calculations Pm RAS 121' (P1: >, L x w: _ _ t '.a' _.._, ' +• •1 Product Approval F (P2: x L ' x w: •• I i‘ .:,,v,' '- F,1 Product Approval F (Pr x L a x w• _: J • - : N -• _ .— * Fes Product Approval F Where to Obtain Information Description Symbol -r Y Where to find Design Pressure pi or P! or P t �R i i ' • thle t er by m engmeenng analysis prepared by PFbased on ASCE 1 Meat Roof Height Roof SI Aerodynamic Multi ' T . ov Restoring Moment due to Gravity Attachment Reatstance \I, n. , Ji Required Moreau Resistance .1 Minimum Aoachmenr • Resistance f Required Uplift Meliorate) I•r Average Ii1e Weight V. Iile Deeetilme, I, i 1 St w t LOIIIDA BUILDING CODE - BUILDING I!, '15 • MIAMI�DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.Eov/bulldlna/ 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 BNC - 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 Dada 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. BNC 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: Capistrano Concrete Tile 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 of the Building Official. This renews NOA #07- 1018.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.:11- 0321.03 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub Cateeorv: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Applicant Dimensions Capistrano Concrete L = 17" Tile W = 12'A4" Thickness =' /2" Trim Pieces I = varies w = varies varying thickness MIAMI DARE COUNTY APPROVED Test Product Specifications, Description TAS 112 High profile concrete roof tile. For direct deck or battened nail -on applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.03 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. MIAMI•DADE COUNTY APPROVED Test Identifier ERPF- 001 -02 -02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 PO4O2 94 -083 94 -084 25- 7094 -(3, 6 & 9) 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804 -4 520111 -3 520191 -2 -1 Calculations Test Name/Renort TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 1.12, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Capistrano Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravity - MA (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7":12" Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.10 6.38 MIAMI•DADE COUNTY APPROVED NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Capistrano Concrete Tile 2 -10d Ring. Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw. 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 45.2 1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.31 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weightper patty 8 grams. . Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Polyfoam PolyProTM 66.53 Polyfoam PolyProTM 38.74 3 Large paddy placement of 83grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Capistrano Concrete Tile Mortar Set° 24.5 5 Tile -Tite Roof Tile Mortar. MIAMbDADE COUNTY APPROVED NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". E)i.LEJL. FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.:11- 0321.03 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE MANMADE OUNTY APPROVED NOA No.:11- 0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 • M I A M ICAD Nal BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ,,.(305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for 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 of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 thropgh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMIDADE AUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM, Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS ®.Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID ®Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #I2 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill-Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: V One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROirr 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -4u ins./sq. Cap Sheet: %/ (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS ®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: V (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs.sq. respectively in a flood coat of approved asphalt at 60 Ibs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SH Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's Specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex sheet. 2. Minimum ''A" Dens DeckTM or ' /a" Type X wood deck. PIyTM 6 when used as a mechanically fastened base or anchor gypsum board is acceptable to be installed directly over the 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- 40lbs. /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 sidelap 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 12 lbs. /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 275 lbf. 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 corner 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 nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load 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 corners). (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 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NANO • E COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 rage zor4/ The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 'h -in. minimum ' gypsum board is an acceptable altemate for insulation over C -15/32 decks. llie use of polystyrene insulation board between minimum 34-in. thick perlite board and deck with rosin paper (perlite /rosin raper /polystyrene /perlite) Is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. •'ny of th of 11 RA" or Classifications. EnergyGuard RA" or "FnergyGuard Composite RA" may be substituted for any Alias polyisocyanurate insulation In "En r yhe following r 'Tapered En Trumbull "Perrna Mop" may he utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". " GAFGLAS #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS Flex Ply 6" and "Td -Ply Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS Pty 6 ". "3AFTEMP Permallte Recover Board" may be used In lieu of any perlite Insulation in any of the following NC ClassiflcaUons. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshleld MB" at 2'h to 3- gal /100- ft2. • Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld° SBS roofnp membrane may be used In lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Decle C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or Ply Sheet: anu more rype perlite/urethane composite or wood fiber /potylsocyanurate composite or phenolic, any thickness, p YPe G3 or " GAFGLAS Ply 4` or 'Trl -Ply Ply 4" or " GAFGLAS PIy 6" hot mopped. PIy Sh Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers partite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber /polyf Ply Sheet: — Three or more plies Type 61 or " GAFGLAS Ply 4" or'Tri -Piy Ply 4" or " GAFGLAS Ply6mposite or phenolic, any thickness. Cap Sheet — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet', 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, potylsocyanurate, urethane, perlite /polyls composite, pea-lite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheets — Two or more plies Type 61 "GAFGLAS PIy' 4" or "TN -Ply PIy 4 ", " GAFGLAS PIy 6 ". ocyanurate Cap Sheet: — One ply Type 63 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet". 4. Deck: NC incline: 1/2 Insulation: — One or two layers "Isotherm R ", any thlckness, hot mopped. Ply Sheets — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. S. Deck: C -15/32 inclines 1 3Hp Sheet (Optional): — Red rosin paper, nailed to deck. game Sheet: — One ply Type G2 "GAFGLAS *75 Base Sheet" or 'Tri -ply tt 75 Base Sheet" (may be nailed). PIy Sheet: — One or more plies Type 61 " GAFGLAS PIy 4" or'Trt -Piy PIy 4" or GAFGLAS Ply 6 ". Cap Sheets — One ply Type G3 ' GAFGLAS Mineral Surfaced Cap Sheet" or 'Tri -PIy Mineral Surfaced Cap Sheett ", FS. Deck: NC Incline: 3 Jase Sheet: — One ply type G2 'CAFGLAS 1k75 Base Sheet" or 'Trt -PIy +r75 Sole Sheet ". AIY Sheet — One or more plies rype GI 'CA.FGLAS Ply 4" or'`Tri -Ply ply "CAFGLAS PIy 6" av Sheet: — Cnt cly Tyne G3 "r, :11(;1.,45 t•Iinerol Surfaced r-ap '7, Mineral S■r,ae1 a1rn, i •nirl/ ('y I r? li' ),Lf „L "C_IIIiTIi (!;I MIAMIDADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Bordeaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /building/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted b the Board of Rules and Appeals (BORA) 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. BORA 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: Polyset® One Roof Tile Adhesive 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 of the Building Official. This renews NOA# 09- 0622.04 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. MIAMJ.DADE COUNTY APPROVED NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 1 of 5 y ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing 07320 Roof tile adhesive Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance,. designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset® One, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimension§ Polyset® One Factory premixed canisters MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test A2encv Southwest Research Institute PRI Construction Materials Technologies, Inc. MIAMI.DADE COUNTY APPROVED Product Description Single component polyurethane foam roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.95 lbsift 3 7.8 psi 15 PSI Parallel to rise 4.6 Lbs./Ft2 1.94 Perm / Inch +0.89% Volume Change @ 70° C., 2 Weeks 54.1 % Test Identifier Test Name/Renort 01- 1208 -025 ASTM E 108 FOP - 009 -02 -10 Physical Properties FOP - 009 -02 -01 TAS -101 FOP - 009 -02 -02 TAS -101 FOP - 009 -02 -03 TAS -101 FOP - 009 -02 -04 TAS -101 FOP - 009 -02 -05 TAS -101 Date 06/16/98 12/14/10 11/8/10 11/4/10 I 1 /8/10 11/8/10 11/8/10 NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 2 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyset® One roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _,W —) 2 F- MS INSTALLATION: 1. Polyset® One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polyset® One shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 5. Pressure treated wood filler block shall be required on all eave course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. MIAMICADE COU APPROVED NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 3 of 5 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAILS ■ �^ Ae,nI E�N aOTHe E WITH AM OEOI. /14, },1,� CUT AWAY VIEW C�_ 1 1 PLACEMENT DETAIL # 1 MANMADE COUNTY APPROVED NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE MANMADE COUNTY APPROVED NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 5 of 5